HomeMy WebLinkAboutPOOL PLANyln111
FEATURES
For single or multiple drain use
in existing frames and sumps
3' sump depth
(see installation Instructions)
Single -
Floor. 146 GPM at 2.9 fps
Wall: 130 GPM at 2,6 fps
Floor/wall: 75.3 GPM at 1.5 fps
Floor/wall: 50.2 GPM at 1.0 fps
16.1 square Inch opening
Three sets of different stainless steel
screws
Manufactured from superior
UV -resistant engineered polymers
Easily and safety retrofits most brands'
existing S' frames and sumps that the
SMFxxx does notfit
Meets or exceeds ANSIIAPSP 16-2011
and NSF/ANSI 50-2009a national
standards and ASTM G154 UV Iesting
Replace every five years from the date
of installation
32 per case
U.S. patent D621009
8" ROUND RETROFIT MOFLOW'"° SUCTION
OUTLET COVER WITH SCREW AND BUSHING KIT
Part# R8MFxxx
_rr
Fits: AquaStar•R- e" models, Alloy Brass Foundry (ABF),
Afras, Splash, SM-Rite, Swimquip, Caretaker/Polaris,
Advanced (APP), Hayward and certain Custom Molded (CMP).
At least two mud frame screws must be used to secure cover.
MISC. NOTES
1. ALL STEPS AND SWIINOUT BENr MES WILL HAVE
ZX8 CAP71LE BORDER OF OPPOSI`,JLOR OF GEM
FINISH FOR VISIBILITY
2. HAND HOLD TO BE INSTALLED AT AREA WHERE DECK
RAISED 46" ABOVE POOL
I
#8 GROUND WIRE
HANDRAIL BONDING DETAIL
12 MAX
WHERE APPLICABLE
48" MAX WATER
o
PER NATIONAL ELECTRICAL CODE
DEPTH
F 10" MIN.
o
0
STEP DETAIL
0
1. TREAD IS MIN, OF IV WIDE.
2. RISER NOT GREATER THAN Ir EXCEPT
IF MORE THAN (3) TREADS ARE USED.
0 0
3. ALL STEPS TO BE SOLID
GUNITE 4000 PSI
STEP_ DETAIL
- - - _
N.T.S..
SWIMMING POOL CONSTRUCTION TO COMPLY W/ FLA. BLDG. CODE AND WITH ALL LOCAL ORDINANCES AND ZONING
GULATIONS.
SWIMMING POOL TO BEAR ON ROCK OR UNDISTURBED SAND. ALL WALLS AND FLOORS SHALL BE GUNITED OR
URED IN -PLACE CONCRETE WI MINIMUM 3,000 P.S.I. CONCRETE 1R 28 DAYS) COMPRESSIVE STRENGTH.
ENGINEER SHALL BE NOTIFIED IF SOIL BEARING LESS THAN 2500 P.S.F., OR MUCK, SILT OR LOOSE, SOFT SOIL IS
UND. A SOIL BEARING CAPACITY OF 2,600 P.S.F. HAS BEEN USED IN THE DESIGN.
tEINFORCING BARS SHALL BE NEW BILLET, GRADE 40.
ILL POOL PIPING TO BE P.V.C. SCHEDULE 40 MIN. AND BEAR THE N.S.F. APPROVAL.
SACK -WASH SHALL BE IN COMPLIANCE WITH LOCAL ORDINANCES.
)ISPOSAL OF POOL WATER SHALL CONFORM TO LOCAL ORDINANCES. SURFACE GRADING SHALL CONTAIN WATER
THIN PROPERTY LINES. PONDING SHALL NOT PERSIST FOR MORE THAN ONE HOUR.
VATER SUPPLY & DISPOSAL SHALL BE INSTALLED SO THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC
TER SUPPLY OR WATER DISPOSAL SYSTEM.
SRATE AT MAIN DRAIN SHALL HAVE A FREE AREA OF 4X THE AREA OF THE SUCTION LINE
HAIR & LINT STRAINERS SHALL HAVE A REMOVABLE SCREEN W/ A MINIMUM FREE AREA OF 3X THE AREA OF THE
CTION LINE.
ELECTRICAL: INSTALL WIRING & DEVICES AS SHOWN IN "POOL DATA" HEREON. LIGHT CONNECTION TO CONFORM
NATIONAL ELECTRICAL CODE- LATEST EDITION.
ALL METALLIC CONDUITS, PIPING SYSTEMS, REINFORCED STEEL, LIGHT FIXTURES & HOUSING, METAL PARTS OF
DOERS AI HANDRLSDIVINGDNG BOARDS &SUPPORTS TO BE BONDED TOGETHER & GROUNDED TO A COMMON GROUN
NDING CONDUCTOR SHALL NOT BE SMALLER THAN #8 COPPER.
NO OVERHEAD OPEN WIRE OVER POOL WATER.
CARTRIDGE FILTER SHALL HAVE A FILTRATION RATE NOT TO EXCEED 3 G.P.M. I S.F. OF FILTER AREA. NO BACK-
,SH REQUIRED.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE BEFORE STARTING THE PROJECT.
NTRACTOR SHALL VERIFY LOCATION OF ELECTRICAL SERVICE BY F.PAL. COMPANY.
SPECIAL ATTENTION SHALL BE GIVEN TO EXISTING FOUNDATION TO PREVENT UNDERMINING.
EQ._LAYOUT
N.T.S
O
SALT
SYSTEM
1/r._1.
4
30" MIN
CLEARANC
IN FRON
OF
SUBPANEL
EQ
EQUIPMENT
4 PAD
PER FBC
IS01.22(9,21
POOL
EQUIPMENT
ANCHOREDPER
FLO JDA
BUILDING CODE
2017 S" EDITION I
• I
VERIFY EXACT
LOCATION IN
FIELD WITH
FIELD
SUPERVISOR
ELECTRIC HEAT PUMP ELECTRICAL -DIAGRAM
THHN UVOVERLOADSWITCH W/Y #e
THHN CU WITH -IN 3/4" CONDUIT - - -
SO AMP POOL PANEL
W/(3) -#4 THHN CU WITHIN V
W.P. DISCONNECT ELECTRICAL CONDUIT
VARIABLE SPEED FLOPRO PUMP
MI SOLID CU GROUND WIRE MOTOR
TO EXISTING PANEL W/BUILT4N OVERLOAD SWITCH W/Y
#10 THHN CU WITH4N A" CONDUIT
S.P.S.T. TOGGLE TIMECLOCK
SWITCH
W.P. DISCONNECT
(3) POOL LIGHTS LAI
(GFI NOT REQUIRED)
W.P. DISCONNECT
TRU CLEAR SALT SYSTEM
IBUILT-OVERLOAD SWITC" W/Y
#10 THHN CU WITH4N A" CONDUIT
1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE.
2.3412 THHN CU WITHIN'/=" MIN. CONDUIT FOR POOL LIGHT (S)
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC, WITH #8 SOLID, BARE
COPPER.
4. ALL POOL PUMPS TO GFCI PROTECTED PER NEC 680.22 (B)
N.T.S.
ft.
CONCRETE FLOCRETE WITH OVERPOUR COPING
_--2" 1.5"�
POOL BARRIER PER FRC 4501.17-41.1.17.3 AND
ANSI/NSPIS-1995 NSF CERTIFIED TO ASTM F 2208-08
CO
SAFETY BARRIER PER FRC 4501.17-
4501.17.1.15 & ASTM5034-95, ASTM
D3787-89, ASTM 653-96
R 1.5"
30 ft. 1.5" 1.5"
SUN -SHELF
FLOATING POOL ALARM PER NSF
CERTIFIED TO ASTM F 208-08
TILED BENCH EDGE
(2) BUBBLERS ONE
UMBRELLA SLEEVE
1.5•' -
(3) JANDY DECK JETS
6' DEEP
3.5' DEEP
30 ft.
a' 3"
6 ft.
��
TILED STEP
1.5
EDGES
2.5"
VAC
SKIMMER
COLOR LD LIGHT COLOR L�D LIGHT P COLOR L�D LIGHT R
21,
..
1.. 1.. 1.5 V.
2"
1. if
C
CONCRETE FLO CRETE POOL PATIO AREA GD
DECO DRAIN
15 ft. 2 in. 18 ft. in. 13 ft. 8 in. 11
POOLSOND PB-20DB
WATER
NGNG WIRE
TO GRID
2008
LOCATION OF
I= WATER BOND
BY POOL
EQUIPMENT
SWIMOUT-S
WHEN PROVIDED
SHALL BE AT 20"
MAX. BELOW THE
APPROVED WITH FBC 2014 WATERLINE
20 max.
_7_78
= -I
N.T.S.
FLO CRETE EXISTING COVERED LANAI AREA
1<U
10
FILTRATION PUMP
IN
9°
so
0
FHPM 2.5
60
so
40
FHPM )5
3°
FHPM $ 0
-FHPM2A
/ Luw e sP
FHPM 1.6
20
fNFM 1 O
N
H PMiO
Lawapemf
FHPM f.6,L 9
10 20 30 40 W 60 70 60 90 IN 110 120 130 140 1W IN 170 IN IN 200 210 220 "0 240 250
FLOW GPM
PIPING SCHEMATIC MUST HOLD 35 PSI FOR AT
NOTE: POOL PUMP MOTOR LOCATED ABOVE
EAST 30 MIN.
(NO SCALE(
ELECTRICAL DIAGRAM AND GFI GRADE. PROVIDE SEPARATE CIRCUIT FOR
OUTLET PER 2014 NEC PUMP MOTOR(S)AND HEATER(S) ETC
NOTE: REMOVE GRATE & 1/4" PER FT. SLOPE
-'"-�-�-�
POOL PATIO
(NO SCALE)
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUX. PUMP
WATER LEV
R SSUR
RAIN TIGHT OUTDOOR NOTE: INSTALL 125V 15
LINE WHEN EMPTYING POOL
6"X6" TILE 00
LEI
FILTER GAUGE
LECIRICAL PANEL AMP WEATHERPROOF
(SIZED PER LOAD) DUPLEX RECEPTACLE AT
SAND SET PA
FROM
TO MAIN SERVICE PANEL IN LEAST 10' AWAY AND
APPROVED ONDUR(S12ED G.F.I
INTERIOR PATIO
_
POWER
RETURN LINE
PER LOAD) OUTLET NOT MORE THAN 20'
GRATE SHALL FINISH TYPICAL WALL
Z �..
1" LIGHT SUPPLY
TDoo"nMEc cKFROM THE INSIDE WALL
WIRNGTOPOOLLIGHTIN OF THE POOL
BE SECURED IN SECTION
CONDUIT
PUMP
WASTE
RPPROVEDCONDUIT PUMP
MOTOR
PLACE SO -
WELL POINT
UNDERWATE
UNDERWATER_
....
THAT TOOLS
LIGHT
LIGHT DETAIL
UL APPROVED DECK BOX
ARE REQUIRED (NO SCALE)
---- -- -
(NO SCALE)
SKIMME
FOR DIRECT CONNECTIO NOTES:
TO WET NICHEHES
FOR REMOVAL FORM
2) MAIN DRAIN (�(\/)
( Cam,{
LEA5T5'FROMTHEINSIDEWALLOFTHEPOOL
LEASTPOOLFANELAND SIDE WALL OF THE
RKRAFTWALL
APPROVED
GROUND CLAMP
MIN.3'APART
(2)ALLELECTRICALWIRINGANDEQUIPMENT
#3@12"O.C.B.W.
POOLLI HTSWITCH• MUST INSTALLED IN ACCORDANCE WITH THE
UNDERWATER EITHER INDOOR OR 2014 EDITION OF THE NATIONAL ELECTRICAL
NOTE: FOR DEPTHS
THREADE
:�
CONTINUOUS BOND WIRE
O
uG"r ouTDooR CODE
REATER THAN V ADD 1-
PLUG
POOL FINISH
'
COMMON TO POOL STEEL,
HAIR & LINT
APPROVED WIRING IN 1"
13) PROVIDE PROPER WORKING CLEARANCE
#3 COVE BAR @ 6" O.C.
RAILS &EQUIPMENT
CATCHER
SCH 40 PVC W/ M;
BONDING CONDUCTOR SPACES FOR ELECTRICAL EQUIPMENTAS PER
TOPUMP-►
(COMPONENT OF PUMP)
"°xoFwFPa7a
GRAVEL BED
'LOCATION OF GFI
RECEPTACLE
'f'U BE DETERMINED IN
FIELD PER NEC 680
BURIED POWER LINES
OUTSIDE ANGLE DF REPOSE N.T.S.
WAND FURTHER = 4" THICK WALLS WM3 REBAR @ 12" O.C. EACH WAY
3' TO 8' = C THICK WALLS WM3 REBAR 12" O.C. EACH WAY
0' TO 3' = V THICK WALLS W1#3 REBAR @ 12" O.C. EACH WAY
,
6n
3 3
a m "
F• aft.
/
/ n
0
J
D
/
a
EXCAVATION INTO THE ANGLE REPOSE IS ALLOWABLE PROVIDED:
` SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
SUFFIGENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
^ NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
' COMPACTION TEST OF THE SACKFILLED MARTIAL ARE PROVIDED AT
C.O. OF THE SWIMMING POOL
APPROVED WITH THE 2017 FLORIDA BUILDING CODE
POOL DETAIL
FOR RESIDENTIAL 6T"EDITION ANSI/APSP-72006 FOR
SUCTION ENTRAPMENT AVOIDANCE
APPROVED MAIN DRAIN
FRAMES AND GRATES PER
V.G.B. ASMEIANSI 112.19.8-2007
MINIMUM (2) SUCTION LINES PER PUMP 3 FT.
SEPARATION ORSEPARATEPLANES
3 FT. MIN.
2" RETURN
.
LINE TO
FIRST TEE
II
3" PLUMBING LINES
FROM SUMP W/ 3" TEE
2.5" SUCTION LINE tj
MAY 4n c D M. TO FILTRATION PUMP 6 FPS MAX
YOUT
LEG-E-Nu W
1. 2.5" RETURN TO WATER FEATURE
2. 3" WATER FEATURE MAIN DRAIN LINE
3. 2.5" SPA MAIN DRAIN LINE FOR FILTRATION
4. 1.5" VACUUM LINE
5. 2.5" MAIN DRAIN LINE
6. 2" POOL RETURN LINE
A. JANDY 2.0 FHPM VARIABLE SPEED W/APPR HAIR & LINT
STRAINER
B. 1.5" TO WASTE OR TO GROUND
C. CARTRIDGE FILTER W/PRESSURE GAUGE AND AIR RELIEF
VALVE
D. VALVES (TYP)
E. JANDY "TRU CLEAR" SALT SYSTEM
F. ELECTRIC HEAT PUMP
MIDWAY
- DUNN
ROAD
GLADES
CUTOFF -
ROAD
ISELVITZ
6260 DUNN
ROAD
18" MIN.
( ENTIRE PERIMETER)
PAVER DECK OR CONCRETE DECK
__.-
SOIL
#8 SOLID COPPER BOND
WIRE W/APPR. CLAMPS
(ONE ON EACH SIDE OF
-
8 GAUGE SOLID COPPER
POOL 41TOTAL)
WIRE
EQUIPOTENTIAL BONDING GRID DETAIL
MINIMUM 18" FROM EDGE OF POOL NO FURTHER THAN
M' AROUND ENTIRE POOL PERIMETER BURIED r TO 6"
DEEP
PER N.E.C. 2014 SEC. 680.26
(WHERE ADOPTED)
N.T.S.
a 3.5' DEEP
4
TYPICAL SECTION THRU POOLFLOOR FROM
E END WALL
THE SHALLOW END WALL
NO SCALE TOWARDS THE DEEP AREA
THE SLOPE O
( ) SHALL NOT EXCEED 1 FOOT IN 7
FOOT
30'
• APPROVED WITH THE 2017 FLORIDA BUILDING CODE
FOR RESIDENTIAL a EDITION
SPECIFICATIONS
MAX. WIDTH 15' MAX. LENGTH 36'
MIN. DEPTH 3.5' MAX. DEPTH 6'
SHAPE CUST ELEVATION T.B.D
FILL FROM EXCAVATION STOCKPILE
TILE GEM FINISH GEM FILTER CS200
PUMP MAKE PER FBC 4501.20
PUMP HP: POOL (1) FLO PRO 2.0 HP MAX 117 GPM
TIMER INCL SPA 2.0 HP FLO PRO -Aw FLOPRO
LIGHTS POOL 3 COLOR LED SPA NA
TRNFORM: POOL 130 _WATT SPA NA
MAIN DRAIN: POOL 1 SPA NA
SKIMMER (1) _
RETURNS: POOL 3 SPA NA
JETS: POOL 2 SPA NA
VALVED VAC LINE INCL AUTOFILL INCL
DISCHARGE LINE TO GROUND
CHLORINATOR TRU CLEAR SALT SYSTEM
JANDY IAQUALINK NA
DIVING BOARD NA SLIDE NA
HEATER INSTALL OWNERS SUPPLIED HEAT PUMP
VACUUM HEAD INCL POLE INCL
VACUUM HOSE INCL BRUSH INCL
LEAF SKIMMER INCL TEST KIT INCL
SPA SIDE AIR SWITCH INCL
REMOVE EXISITING CONCRETE NA
PUMP POOL PATIO NA
SCREEN ENCLOSURE NA
ELECTRICAL __ THROUGH HOME BUILDER
POOL PATIO CONCRETE FLO-CRETE
EXISTING PATIO FLO-CRETE EXISTING CONCRETE
DECK DRAIN NA
GALLON CAPACITY -POOL 15,470 GAL.
GALLON CAPACITY -SPA NA
TURN -OVER RATE 6 hrs
TERMITETREAT INC BARRIER POOL WATER ALARM
MAX. WATER VELOCITY - 6 ft.ls FROM TRUNK LINES
TO 8 ft /s SUCTION LINES 10fps MAX RETURN LINE _
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL-640_SQ. FT 102 LN FT
A. ALLEN ENGINEERING LLC, CA NO. 33042,
2367 7T" STREET, LA VERNE, CA, 91750
,
AARON H. ALLEN PE, FL REG. NO. 86620 FL
JOB NAME: TESTA
ADDRESS: 5260 DUNN ROAD
PERMIT NO.:
DATE DRAWN: JUNE 13, 2019
DRAWN BY: TRAVIS LEONARD
DESIGNER APPROVAL:
CHECKED BY: AARON H. ALLEN
SCALE: 1/4" =1'
&G
CRETE
POOLS, INC.
NO SCALE
FOOTER DETAIL
(2) #3 REBAR
8" L00
8"
^RESAR SHALL BE COVERED BY
CONCRETE MIN 3-INCHES'
FLOOR SLOPES
FLOOR SLOPE�LL BE
R_REASONABLYUNIFGRM_AND 6' DEEP
COMPLY WIMARTIGLES
6.66 5,6.3
#3 STEEL @ 12" O/C E.W.
6" THICK 1'
WALLS SHALL NOT
SLOPE GREATERI
THAN 11'
DRAINCYCOC MAIN ` I OQj' ^G
DRAIN l!�\ ,il`laVV
SCANNED
St. Luce County
/ p
N
JUL 0 2 2019
ST. Lucie County, Penn