BP-07-591POOL RAE EvbTS:
SELF -CLO ING! SELF - LOCKING
GAT S REQUIRED
FENC : 4' HIGH (MIN.)
AND ON-CL LE
IF NEIGHBO S REMOVE FENCE/
WALL, OW ER MUST REPLACE
WITH 4' FENCE ON
OWNEP'S PROPERTY
+6"
1 1/2" VENT LOCATED A
MAXIMUM OF 50 FEET
FROM MAINDRAINS
VENT LINE LOCATION
TO BE DETERMINED
IN FIELD
40' -g
+12"
1 1 /2" VENT LOCATED A
MAXIMUM OF 50 FEET
FROM MAINDRAINS
VENT LINE LOCATION
TO BE DETERMINED
IN FIELD
SHEET
1
OF
(305%573 -6269
CA #27021
WEATHERPROOF GFI RECEPTACLE
LOCATED 10 - 20 FEET FROM
POOL WATER EDGE
1 1/2" VENT LOCATED A
MAXIMUM OF 50 FEET
FROM MAINDRAINS
VENT LINE LOCATION
0 TO BE DETERMINED
IN FIELD
4' CHAIN
LINK FENCE 150.00
0 0— —6'0— ir -' 0 a0
12 24 7.77
ALARMS TO BE PROVIDED ON
ALL DOORS AND WINDOWS WITH
DIRECT ACCESS TO POOL DECK
0
0
U.G.
ELECTRIC
SERVICE
22.11 -- I
SELF CLOSING
SELF LATCHING
GATE
1 4' CHAIN
LINK FENCE
d�
0
150.00
N.E. 92 STREET
SITE PLAN
1 " =30'
LEGAL
LOT 5 &6
OFBLOCK 3
BAY LURE
PLATBOOK 41 ATPACE 63
J AMI- DADECOUNTY, FLORIDA
EXISTING
RESIDENCE
POOL LAYOUT
POOL
EQUIP
1/4 " =l'0"
FEB.27, 2007
DATE
6" CERAMICS
wMwwwww POIMIR wlwwwMMwIIPwwIUwIwnwwPwwwwlwwwwwiwwwIPwMwwwIPwMMwwIMIwUIwwIMPIIIwIMPIwiwww
111
1 17MA
uun _�
#3 BARS AT 9" C/C
POOL SECTION
NO SCALE
C NO'Or'
ti;
qS44 .11`
Ao
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t"0
/� Z11T S4
i 111 1
=111111=111111 I..1�1 ai-TelNl= = e
1 1/2" HYDROSTATIC
RELIEF VALVE SET
IN 3/4" WASHED ROCK
BED
POOL HEATER
6 HP HEAT PUMP
1' -6" —
IF LAP
6 OF II PROVIDED
#3 BARS AT 9 " C/C
NOTE: ALL PIPING SIZES SHOWN ON THE EQUIPMENT
ISOMETRIC SHALL BE MAINTAINED TO FITTINGS.
EXCEPTION: ALL INLETS MAY HAVE 1\" PIPE
WALL PENETRATIONS TO INLET FITTINGS AND
DETAILS ON THIS SHEET SHOWING OTHER SIZES.
AIR RELIEF —
VALVE
POOL FILTER,
CARTRIDGE 250 SQ.
FT. OF SURFACE AREA
SEE POOL LAYOUT
RECIRCULATION PUMP
2 HP, 95 GPM AT 60' TDH
SELF PRINTING
EQUIPMENT ISOMETRIC Stitt
NO SCALE
OPTIONAL NOSING
TILE
CEMENT
WEDGE --
SAND BED
#3 BARS AT 9" C/C
STEP SECTION
NO SCALE
BRICK PAVERS
BULLNOSE
(SET IN MORTAR)
NATURAL GRADE
OR COMPACTED
FILL
POOL WALL
PAVER DETAIL
NO SCALE
NOTE:
BASED ON INFORMATION PROVIDED TO THIS
OFFICE, THE EXISTING SERVICE IS ADEQUATE FOR
TIIE PROPOSED ADDITIONAL POOL EQUIPMENT
LOAD.
225A
METER
3 #3/0
IN 2" COND.
DISC.
200A
O
2 #8 THHN +
1 #10 THEN+
7 #12THHNTN
3/4" COND.
225A
PANEL
1- 2P -50A
2- 2P -20A
1- 1P -15A
PUMP/TINIER
DISCONNECT
SWITCH 2 #8 TIIIN + 1 #10 THHN
TIMER
NOTE: FROM TRANSFORMER TO
JUNCTION BOX:
300W: 2 #10 THHN + 1 #12 THHN
150W: 3 #12 THHN
75W OR 100W: 2 #14 THHN + 1 #12 THIN
ALL 1/2" CONDUIT
BULLNOSE
COPING
#3 BARS AT 9" C/C
3 #12 THEN IN 1/2" COND.
IN 1/2" CONDUIT
16V -0 6 HP HEAT PUMP
TRANSFORMER
JUNCTION BOX
75W /12V/LGT
150W /12V/LGT
�- 150W /12V/LGT
3/4 HP PUMP
\ 15 2 HP PUMP
3 #12 THHN IN 1/2" COND.
CHLORINE
GENERATOR
ie
RISER DIAGRAM
10"
—T' -1"
7' -0"
6" CERAMICS
inuommotempomPoutmous
_ _ OPTIONAL TILE
NOSING __ 1' -4"
iL il111 1111ll i}"i}fifft
E111 ii11-
AIE
T1111---_IIII 6" #3 BARS AT 9" C/C
#3 BARS AT 9" C/C
ANTIVORTEX MAIN
DRAIN (HYDROSTATIC
RELIEF NOT REQ'D.
SPA - POOL SECTION
3/8 " =1'0"
POOL WALL
\11
cc o
��
SHEER DESCENT DETAIL
HYDROSTATIC UPLIFT
ELEV. TOP OF POOL WALL
7.00
DEPTH OF POOL
5 no
ELEV. TOP OF MAINDRAIN
nn
MIAMI DADE COUNTY FLOOD CRITERIA
snn
ELEV. TOP OF MAINDRAIN
2.00
POOL IN FLOOD CRITERIA
1 00
LESS 2'0" HYDROSTATIC VALVE
1.00
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
NO SCALE
3.5
-ANY",
" 8" 10" 12" 14" 16" 18"
SLAB THICKNESS
LOAD CALCULATIONS
GENERAL LIGHTING - 4500 SQ. FT.
AT 3 WATTS / SQ. FT.
WATTS
13500
APPLIANCE CIRCUITS & LAUNDRY
4500
RANGE
12000
DISPOSAL
800
DISHWASHER
1200
REFRTDGERATOR
1200
DRYER
5000
WATER HEATER
4500
SUBTOTAL
42700
POOL LIGHTING
375
WATERFEATURE PUMP
1800
TOTAL
44875
FIRST 10 KW (a) 100 PERCENT
10000
REMAINDER @ 40 PERCENT
13950
AIR HANLER
15000
HEAT PUMP
8800
POOL PUMP
2800
TOTAL
50550
50550W 1240V = 210.6 AMPS
■
0
a
POOL AND SPA DATA:
38
SURFACE AREA (SQ. FT.)
701
850
VOLUME (GALLONS)
19630
.2
TURNOVER (HOURS)
4.5
22
PERIMETER (FEET)
115
DECK AREA (SQ. FT.)
1229
HANDHOLD DETAIL
NO SCALE
POOL HEATER
RECIRCULATION PUMP
HEATER 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
Silk-
2
OF
3
tn
ao to
(30.9573- -6269
I/►ita
7 471, FEIP R P.E.
�G/
FEB. 27, 2007
DATE
NOTE: ALL METAL LOCATED WITHIN
5 FEET OF POOL WATER SHALL BE
BONDED.
#5 FOOTER
STEEL \
S/S LADDER
OR HANDRAIL
WEDGE IF PROVIDED
ANCHOR j
W/ 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
RECIRC.
PUMP
� r
#8 SOLID COPPER
�` WIRE
i
BRICK
ON i
SAND % %.,
POOL REINFORCING
STEEL
FOR POOLS WITH NO
DECKS OR PAVER DECKS
REBAR SHALL BE TIED TO
WALL STEEL AND BROUGHT
OUT BACK OF WALL.
i #8 SOLID COPPER
WIRE 18" - 24 " FROM
POOL WATERS EDGE
BURIED 4" TO 6" BELOW
GRADE
FOUR (4) EQUALLY
' SPACED WALL REBARS
AROUND POOL
NOTE: IF REBAR IS 18 - 24"
IN HORIZONTAL LENGTH, THE
PERIMETER BONDING WIRE
MAY BE CONNECTED DIRECTLY
TO REBAR WITHOUT JUMPER
APPROVED
CONNECTOR
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-
MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION
WITH ADDITONAL 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 THE ELEMENTS.
BOND WIRE TO
POOL STEEL
3/4" NON METALIC CONDUIT
TO JUNCTION BOX
�ww�wwr�w�—
OPTIONAL TILE
NOSING
#3 BARS AT 9" C/C
ura
#3 BARS AT 9" C/C
- -1' -6"
V -6" —'
MIN LAP
IF REQ'D.
SWIMOUT (ALTERNATE)
3/8 " =1'0"
WATER LEVEL
WEIR
CERAMIC TILE
THROAT
POOL WALL
ADJUSTABLE LID
CONCRETE
BASKET
(MIN 75 SQ.IN.)
SKIMMER DETAIL
NO SCALE
18"
MINIMUM 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
2 #3 BARS
ACROSS NICHE
POOL ALL STEEL
LIGHT DETAIL
NO SCALE
6"
suunulluumPegi-
OPTIONAL TILE
NOSING
#3 BARS AT 9" C/C
-- V -6"
46,
#3 BARS AT 9" C/C
ANTIVORTEX
MAINDRAIN
COVER \
i'-6"—
IVIIN LAP
IF REQ'D.
SWIMOUT SECTION
3/8 " =1'0"
ANTIVORTEX
MAINDRAIN
COVER
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 OWNERS EXPENSE)FROM UNAUTHORIZED ACCESS
IN ACCORDANCE WITH ONE OF TEE FOLLOWING:
1. 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 A PART OF THE HOUSE IS TO BE USED AS THE BARRIER, ALL DOORS
AND WINDOWS WITH DIRECT ACCESS TO THE POOL SHALL BE EQUIPPED
WITH AN EXIT 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 WHEN 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. 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 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 PERMANENTLY 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 CLEVIS HANGERS.
2. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL
PRESSURE PIPING 1 1/2" 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 BE INSTALLED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE- PLUMBING SECTION 309 AS IT PER-
TAINS TO BOUYANCY.
7. THE 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 TO COMPLY WITH FBC R4101.9
DISPOSAL TO COMPLY WITH FBC R410.1.10.1- R4101.10.3
COVERS REQUIRED, PLANS TO COMPLY WITH FBC 13- 612.I.ABC.2.3.2
WATER HEATING EQUIPMENT TO COMPLY WITH F.B.C. R4101.14.1 - R4101.14.5
SWIMMING POOL WATER BEATING EQUIPMENT SHALL CONFORM TO THE DESIGN,
CONSTRUCTION AND INSTALLATION REQUIREMENTS IN ACCORDANCE WITH
ACCEPTED ENGINEERING PRACTICES AND SHALL BEAR THE LABEL OF
RECOGNIZED TESTING AGENCY, AND SHALL INCLUDE A CONSIDERATION OF
COMBUSTION AIR, VENTING AND GAS SUPPLY REQUIREMENTS FOR WATER HEATERS
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 MINIMUM YIELD
STRENGTH OF 60,000 PSI.
3. ALL DECK CONCRETE (WIZEN INSTALLED UNDER THESE
PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE
STRENGTH OF 2500 PSI.
4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A
RATIONAL DESIGN APPROACH BASEEON ACCEPTED
ENGINEERING PRINCIPALS. . .
5. ALL REINFORCING SPLICES SHALL BE 18' IN
j, TH UNLESS
OTHERWISE INDICATED ON THESE PLAN
j ,.
SOIL NOTE:
BASED ON A VISUAL INSPECTION OF THE SITE,
SOIL CONDITI 0 NS ROCK AND SAND,ARE ADEQUATE!
FOR THE DESIGN BEARING CAPACITY OF 2000 PSF. 4
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
2 1/2 HP OR LARGER = 74 FEET
VENT 1 1S DESIGNED TO
PROVE RLEASED IN 3
SECOI IDS OR LESS AT A
MA.X1 VAICIJUM OF 4.5" Hg.
PROVIDE ScREE;N
MESH AT JOINT '
1 1/2"
PIPE
TOP OF LOWEST COPING,
YARD OR DECK, WHICHEVER
IS HIGHER
VENT DETAIL
NO SCALE
SHEET
3
OF
3
q
CA #27021
1,PLI
c
h
PE:
FEB. 27, 2007
DATE
PERMIT #: 5q
MAM Si-O; ES VELAGE
APPROVED By j DATE
ZONING
— I
S TU ??./JX, 3/07
1 7RUCP,,,q
1._____
i ELECrRicAL
I
1 PLUMBNG_ VI
f
iMECHANICAL 14, 1
BLDG.
SUBJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COUNTY RULES:AND
- 7Th
1;11
ip. MAR 2 6 2007 Li,
BY: