BPP-06-1746 (2)(
i
O.H.
ELECTRIC
SERVICE
METER
5554
48" TALL CHILD FENCE
LOCATED .4 MINIMUM OP 20"
FROM POOL'S WATER EDGE
100.00
r
116 13."15
58.0
F
1
WATER
PANEL
1250 - 1
-10 .0?
fj
EQUIP
_ _
NOTE: CONTRACTOR SHALL VERIFY ALL SETBACKS
FROM PROPERTY LINES AND STRUCTURES PRIOR TO
EXCAVATION. SHOULD ANY SETBACKS BE LESS THAN
THE MINIMUM REQUIREMENTS, EITHER BY OWNER OR
BUILDING OFFICIAL, THE ENGINEER SHALL BE NOTIFIED.
SEWER
100.00
N.E. 91 TERRACE
8924
SITE PLAN
1 " =20'
POOL REQUIREMENTS:
LP-CLOSING/ SELF- LCCKING
GATES PEOUIREPP'
FENCE: 4' HIGH (M :•J )
ANO NON -CL,M 3AE ..E
IF NE GHEOR$ RE tit\ E FENCE/
WALL, OWNER MUST REPLACE
WITH A 4' FAN( ON
OWNER'S ERTY
2' 6"
11/2" VENT LOCATED A
MAXIMUM OF 30 FEET
FROM MAINDRAINS
8 VENT LINE LOCATION
TO BE DETERMINED
n IN FIELD
0
CORALLOCK OVER
SAND BASE
4
WALL SOLAR
MT'D. RETURN
MNDRN.
c�—
150W
SAMS
ILGT
MAINDRAIN
I'6 "x5'0"
SWIMOUT
VACUUM
30'
BULLNOSE
COPING
2' -6"
EXISTING SLAB
2' -2"
PLANTER
JET
15W
SAL
LGT
WALL
MT'D.
MNDRN.
0
MNDRN
J
INLET
SKIMMER
T
2' -6"
N
n
1'
10"
-6' -4"
WEATHERPROOF GFI RECEPTACLE
LOCATED 10 - 20 FEAT FROM
POOL WATER EDGE
3' -S"
N
N
EXISTING
RESIDENCE
POOL LAYOUT
1/4"•1'0"
POOL
EQUIP
11/2" VENT LOCATED A
MAXIMUM OF 30 FEET
FROM MAINDRAINS
VENT LINE LOCATION
TO BE DETERMINED
IN FIELD
a
ul
MAY 22, 2006
,0,47E
*3 BARS AT 9 " CENTERS
BULLNOSE
1 COPING
ti
*3 BARS AT 9 ' CENTERS
POOL SECTION
NO SCALE
NOTE:
BASED ON INFORMATION PROVIDED THIS
OFFICE, THE EXISTING SERVICE IS ADEQUATE FOR
NE PROPOSED ADDITIONAL POOL EQUIPMENT
LOAD.
1- 2P -200A
1- 2P -60A
200A
METER
MAIN
COMBO
O
HYDROSTATIC
RELIEF VALVE
SET IN WASHED
ROCK BED
2*6tHHN+
2 10 THHN IN
1/2" CONDUIT
TIMER
200A
PANEL
*3 BARS AT 9 " CENTERS
PUMP/TIMER
DISCONNECT
SWITCH
2 *8 THHHN + 1 *10 THHN
/ IN " CONDUIT
1- 2P -40A
1- 2P -20A
1- IP -ISA
NOTE: FROM TRANSFORMER TO
JUNCTION BOX:
30011 2 10 THHN + 1 *12 THHN
150W: 3 12 THHN
15W OR 100W: 2 *14 THHN + 1 *12 THHN
ALL V'2" CONDUIT
15 6 HP HEAT PUMP
16V
TRANSFORMER
JUNCTION BOX
150W/12Y/LGT
15W/12 V/LGT
4 2 HP PUMP
3 *12 THHN IN 1/2" COND.
AQUARI TE
CHLORINATOR
3 *l2 THHN IN V2" COND.-/
RISER D IAC RAM
Vs cx_
Pfg IP a i?'°°\# 0°4
1.
POOL HEALER
6 HP HEAT PUMP
BAR s'�
pLIC,E
WALL SECTION
NO SCALE
NOTE: BAR SPLICE NOT REQUIRED
WHEN FLOOR SLAB STEEL IS BENT
INTO WALL.
NOTE: JUNCTION BOXES TO BE LOCATED A
MINIMUM OF 5 FEET FROM WATER'S EDGE AND
12" ABOVE COPING OR DECK NOTE: ALL METAL LOCATED WITHIN
5 FEET OF POOL WATER SHALL BE
ONDED.
'(g
fa.‘
NAP" �4
Uz QO° 9-
HOUSE PANEL
RECIRC.
PUMP
6 ", CERAMICS
- -10"L-{
1!2" AIR VENT
44 "
2^"/JET /INLET LINE
63 BARS AT 9" C/C
U
*3 BARS AT 9" C/C
STEP AND SEAT STEEL HYDROSTATIC
NOT (REQUIRED
5/S LADDER
SLAB WIRE
WEDGE OR HANDRAIL
MESH \ ANCHOR IF PROVIDED
W/ GROUNDING
JUNCTION \ SCREW
BOX N.
TO GROUND
BAR IN PANEL
*8 BARE COPPER
WIRE *5 FOOTER
STEEL APPROVE
CONNECTOR
NOTE: IF CONCRETE DECK
POOL STEEL
IS NOT PROVIDED, tHE BOND MAT
WIRE AT THE POOL STEEL
SHALL BE ENCASED IN 3" OF
CONCRETE.
LIGHT
NICHE
OPTIONAL 34 "x2"
BULLNOSE TILE
NOSING ON STEPS
AND SEAT
RELIEF NOT REQ,D.
SPA SECTION
NO SCALE
15ONDING DETAIL
NO SCALE
NOTE: ALL PIPING SIZES SHOWN ON THE EQUIPMENT
ISOMETRIC SHALL BE MANTAINED TO FITTINGS.
EXCEPTION: ALL INLETS MAY HAVE 113' PIPE
WALL PENETRATIONS TO INLET FITTINGS AND
DETAILS ON THIS SWEET SHOWING OCHER SIZES.
POOL FILTER,
CARTRIDGE 150 SQ.
FT. OF SURFACE AREA
Off'
EQUIPMENT ISO T OTT CALE C
NO S
RECIRCULATION PUMP
2 HP, 95 GPM AT 60' TDI-4
SELF PRIMING
BRICK PAVERS
WED ET
SAND BED
NATURAL GRADE
OR COMPACTED
FILL
POOL WALL
MIN. 15 SQ. IN.
BASKET \
I1'2 " TURBO
RETURN
2" SUCTION
TURBO
B00ST
INLET
SKIMMER SECTION
NO SCALE
*10x4b" PAN
HEAD S/S
I` A i
HEATER BASE
POOL HEATER
/4."x11,2"
SCREW TE
TvraliV
LOAD CALCULATIONS
GENERAL LIGHTING - 2600 SQ. FT.
AT 3 WATTS 1 SQ. Ft.
WATTS
1800
APPLIANCE CIRCUITS 4 LAUNDRY
4500
RANGE
12000
DISPOSAL
800
DISHWASHER
1200
REFRIDGERATOR
1200
DYER
5000
WATER HEATER
4500
SUBTOTAL
31000
POOL LIGHTING
225
TOTAL
31225
FIRST 10 KW • 100 PERCENT
10000
REMAINDER 1 40 PERCENT
10890
AIR HANLER
10000
FEAT PUMP
8800
POOL PUMP
2100
TOTAL
41190
41190W / 240V : 114.1 AMPS
POOL FILTER
RECIRCULATION PUMP
4" CONCRETE: SLABINF.
W/ 6x6 10/10 WIRE h'ESN
*3 BARS AT 9" C/C
BOND WIRE TO
POOL STEEL
NOTE: B Q t IRE TO EE SECURED
t0
srp WI; APPRO,'/ED CLAMIt
CLAMP T BE CASED IN DECK
„, SLAi3 °2 CONGEGETE E OX PROVIDINIG --
' MIN:3" OF CO AROUND CLAMP
NO SCALE
SEAT NOSINGOSE TILE
*3 BARS AT 9" C/C
VERTICAL AND HORIZONTAL
PAVER DETAIL
NO SCALE
SEE POOL SECTION FOR
FLOOR SLAB REINFORCING
SWIMOUT SECTION
NO SCALE
4.
34"x2" BULLNOSE TILE
SEAT NOSING
*3 BARS AT 9" C/C
VERTICAL AND HORIZONTAL
SOLID CONCRETE
ADD ITTONAL
REINFORCEMENT NOT
REQUIRED
1/2" NON METALIC CONDUIT
TO JUNCTION BOX
2 *3 BAF..S
ACROSS NICHE
POOL SAFETY DEVICES:
AS FER THE FLORIDA BUILDING CODE, THIS POOL AND /OR SPA SH/.1,,,
PROTECTED (AT THE OWNER'S EXPENSEJFROM UNAUTHORIZED AQCC SS
IN ACCORDANCE WITH ONE OF THE FOLLOWING:
0
L A PERIMETER FENCE SHALL SE LOCATED AROUND THE POOL UTILIZNG A PART
OF THE HOUSE AS A BARRIER THIS METHOD, AT THE OWNER'S EXPENSE, SHALL REQUIRE
Cj1-1 , LUJIII.R41 1l1 OF THE FLORIDA BUILDMCs. .:4�'ITf:
TION NUTT
L K1t4]EAST fi 411 yry S -MOLD • D
2. A SAFETY NET OR COVE ' BE LED COMPLETELY COVERING: THE
SURFACE OF THE POOL AND /OR SPA THEREBY PREVENTING ACCESS TO THE
WATER THE NET OR COVER 51-1ALL BE IN COMPLIANCE WITH AVM F1346.
3. A CHILD SAFETY FENCE (KIDDIE FENCE) A MINIMUM OF 48 NCI-ES IN HEIGHT SHALL
EE INSTALLED AROUND THE PERIMETER OF THE POOL PREVENTING ACCESS TO TIME
WATER FROM ALL DIRECTIONS. NE SAFETY FENCE SHALL SE 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 TIME POOL PROVIDED THE CHILD FENCE IS NSTALLED IN
COMPLIANCE WITH ITEM 3 ABOVE.
PROVIDE SCREEN
ME H AT JOINT
UNDERWATER L ICI --IT DETAIL
NO SCALE
POOL AND SPA DATA:
49
SURFACE AREA (SQ. FT)
460
1100
VOLUME (GALLONS)
13165
A
TURNOVER (HOURS)
35
28
PERIMETER (FEET)
104_
LESS 2'0" HYDROSTATIC VALVE
DECK AREA (SQ. FT.)
400
SEE POOL SECTION FOR
FLOOR SLAB REINFORCING
SWIMOUT SECTION
(ALTERNATE) NO SCALE
HYDROSTATIC UPLIFT
ELEV. TOP OF POOL UiA T
65
DEPTH OF POOL
ELEV. TOP OF MAINDRAIN
15
MIAMI DADE COUNTY FLOOD CRITERIA
5.0
ELEV. TOP OF MAINDRAIN
15
POOL IN FLOOD CRITERIA
35
LESS 2'0" HYDROSTATIC VALVE
1.5
SLAB THICKNESS REQUIRED
6"
NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN
6.1 FEET THEN 11-4E 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
SEE POOL LAYOUT
BULLNOSE TILE
(OPTIONAL)
/2"
/2""
/2""
STEP SECTION
NO SCALE
5" 10" 12" 14" 16" 18"
SLAB THICKNESS
0
d)
TOP OF LOWEST COPING,
YARD OR DECK, WHICHEVER
IS HIGHER VENT DETAIL
NO SCALE
PLUMBING NOTES:
1. ALL POOL AND EQUIPMENT PIPING SHALL EE SCHEDULE 40,
PVC -FW, NON- THREADED, NSF APPROVED SUPPORTED CONTNUOUSLY
ON GROUND OR ON MAXIMUM 4'0" CENTERS WITH CLEYIS HANGERS.
2. ALL SUCTION PIPING 514ALL BE 2' D1.6METER AND ALL
PRESSURE PIPING 1 1/2" DIAMETER UNLESS OTHERWISE NOTED.
3. P001- WATER DISPOSAL SHALL SE
IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS.
4. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY
FASTENED WITH TAMfE • • SCREWS.
5: POOL U L�,I DE • • . •
_0_,LAeto
6. ALL PIPING SHALL BE NSfALrED N A1,10E WI 14 THE
FLORIDA BUILDING CODE - PLUMBING SECTION 309 AS IT PER-
TAINS TO BOUYANCY.
1. THE WATER VELOCITY THROUGH ALL SUCTION PIPING SHALL
5E LESS THAN 8 FEET PER SECOND.
8 THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL
BE LESS THAN 10 FEET FER SECOND.
9. ALL PIPING SI4ALL SE SUITABLE FOR EXPOSURE TO ULTRA
VIOLET RADIATION AND NORMAL OPERATING TEMPERATURES.
t /45,6 T
O • 6
" E
F ®
€ z:0
NOTE:
HOSE 5155 W/YACUUM BREAKER REQUIRED
PROTECTION OF WATER SUPPLY TO COMPLY WITH FBC R4101.9
DISPOSAL TO COMPLY WITH FBC R4101.10J - R4101.103
COVERS REQUIRED, PLANS TO COMPLY WITH FBC 13- 612.1ABC232
WATER HEATING EQUIPMENT TO COMPLY WITH F8/~ R4I01.14.1 - R410L14.5
SWIMMING POOL WATER HEATING EQUIPMENT SHALL CONFORM TO THE DESIGN,
CONSTRUCTION AND INSTALLATION REQUIREMENTS IN ACCORDANCE WITH
ACCEPTED ENGNEERNG PRACTICES AND SHALL BEAR THE LABEL OF
RECOGNIZED TESTING AGENCY, AND SI4ALL NCLUDE A CONSIDERATION OF
COMBUSTION AIR, VENtNG 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.C. R4101.14.4
ELECTRICAL NOTES:
1 ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED N COMPLIANCE
WITH FLORIDA BUILDING CODE.
2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM
UITH THE FLORIDA BUILDING CODE.
3. NO OVERHEAD WIRING SHALL SE 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 SU5-
IITTED AND APPROVED SHAOWNG EXPECTED AS BUILT CONFIGURATION
WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
5. ALL ELECTRICAL EQUIPMENT NT NOT SUITABLE FOR EXPOSURE TO THE
ELEMENTS SHALL SE ENCLOSED IN A WEATHERPROOF CONtANER ALL PUMPS,
14EATERS, PIPING AND RELATED POOL EQUIPMENT SHOWN ON THESE PLANS ARE
SATISFACTORY FOR EXPOSURE TO TIC ELEMENTS.
VENT LINE LENGTHS:
BASED ON MANUFACTURER'S
SPECS. 11/2" MNDRN. VENT NOT
10 EXCEED 30 FEET IN
LENGTH
VENT LINES DESIGNED TO
PROVIDE RELEASED N 3
SECONDS OR LESS AT A
MAX. VACUUM OF 4.5" 1-12.
WALL MT'D. ANTI VORTEX
MAINDRAIN COVER
NOTE: WALL MT. MAINDRA1N �11MTV. MAY BE LOCATED AT ANY 360 \ 1 ■
DEGREE POSITION FROM THE
FLOOR MAINDRAIN.
ANTI VORTEX, ANTI SNARL
MAINORAIN INSERT
MAINDRAIN BODY
2v2" MAINDRAIN
LINE
STRUCTURAL NOTES:
/ 1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
CoMpRESSIvE STRENGTH OF 3000 PSI.
2. ALL REINFORCING STEEL SHALL HAVE A MNIMUM YIELD
STRENGTH OF 60000 PSI.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE
PLANS) SHALL HAVE A MNIMUM 28 DAY COMPRESSIVE
STRENGTH OF 2500 PSI.
4. THE DESIGN OF THIS PROJECT 14A5 INCORPORATED A
RATIONAL DESIGN APPROACH BASED ON ACCEPTED
ENGINEERING PRINCIPALS.
5. ALL REINFORCING SPLICES SHALL BE 18' IN LENGTH UNLESS
OTHERWISE INDICATED ON THESE PLANS.
NOTE: MAINDRAIN INSERT
SECURED W/ TAMPERPROOF
SCREWS
I1/2 " HYDROSTATIC
RELIEF RISE
g\* CERTIFICATE: (ASME /ANSI A112.198M -1981)
40‘2'P MA IND RA IN D E TA I L
NO SCALE
SOIL NOTE:
BASED ON A VISUAL NSFECTION OF THE SITE,
SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE
FOR THE DESIGN BEARNG CAPACITY OF 2000 PSF.
HOWEVER, IF DURNG EXCAVATION, CONDITIONS
OTHER THAN ABOVE ARE ENCOUNTERED, THE
ENGINEER SHALL BE NOTIFIED.
0
0 0
ApPr' 1100117,
/,5
,,t'
MAY 22. 2006
O47E
Q
survns EUA^•E
STRUCTURAL
ELECTRICAL
PLUMBING
MECHAN CAL
Sit)';
SUBJECT 10 CGMPLlANJ i';s,., t .ctd ,
STATE AND COUNTY RULES ANL ' . s it.1 S
N zoos pMCMIVEN
1