HomeMy WebLinkAboutApproved Plan8" ROUND MOFLOWTM SUCTION OUTLET COVER
AND MUD FRAME
FEATURES
For single or multiple drain use
3' sump depth
(see Installation instructions) r
Single-,•.•p, �e���il.+,�r �'�P��•,
Floor- 166 GPM at 3.2 fps �MI•.Er�iB.-�`
Wall: GPM at fpsANN
Floor/wall:
l: 77.8 GPM
at 1.5 fps van
Floor/wall: S I S GPM at 1.0 fps
16.6 square inch opening
Additional sump and frame versions ;
also available
#316 stainless steel screws
Manufactured from superior
UV.resistant engineered polymers
Meets or exceeds ANSI/APSP 16-2011 and
NSF/ANSI SO.2009a national standards 4d
and ASTM G154 OV testing
Replace every five years from the date`s
of Installation--
36 per case
Fits: Aquastar (all standard e' models), American, Pentair,
Color March, Waterway and most custom Molded (CMP).
U.S. patent D621009 Part #8MFxxx At least two mud frame screws must b• used to secure cover.
7 Y 3
STANDARD COLORS _ _ _ I _08.11 °-
8MF1o1 - White
■ SMF102 - Black
TA
8MF103 - Light Gray I
4 .1
8MF104 - Blue
I
. 8MF105 -Dark Gray - 'r
51B mRz
2
®8MF108-Tan - I
Replacesp/n
-
8AVWRxxx. 8HPxxx and 81FUWXxx - 1sn6
1. 8" rov&MIoFlow suction outlet cover
2.8 " ud frame
VGB 2oo8 Compliant 3. #,0 X Ig Nat head Phillips
Type A screw, 316 Be. qty 4
P877-768-2717 F877-276-POOL Outside the US: P +1-805-620-5060 F+1-949-336-1940
Info@aquastarpoolproducts.com www.aquastarpoo(products.com
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2X8 CAPTILE BORDER OF
OPPOSITE COLOR OF GEM FINISH FOR
VISIBILITY
2. HAND HOLD TO BE INSTALLED AT ARE
WHERE DECK RAISED +6" T
ABOVE POOL
WIRE
If1;-
EPS
48" MAX WATER
°EP
DETAIL
DEPTH
D IS MIN. OF
F10" MI
E.R
2.ROUND
NOTT
ER THAN 12"12"
IF MOREM
X. •
3) TREADSED.TEPS
TO BE
SOLID .UNITE 40D0
N.T.S.
PSI.
HANDRAIL
BONDING DETAIL
WHERE
APPLICABLE
PER NATIONAL
18 ft.
(2) UMBRELLA \
SLEEVES �
•
.
UMBRELLA
SLEEVE
BEACH i
ENTRY i
WAY
7 ft. 6 in. ,
;UMBRELLA
SLEEVE
•
•
•
.
•
•
o � I
et COLOR
LED LIGHT
3.5' DEEP
66 ft.
PICTURE FRAME SCREEN ENCLOSURE
30 ft.
FLOATING POOL ALARM PER NSF
CERTIFIED TO ASTM F 2208-08
16.5' x 40.5'
4.5' DEEP
COLOR
LED LIGF
VAC
ITT 1.5"
PROVIDE HAND HOLDS
TILED
ASREQUIRED ANSI/NSP"4
ORMAINTAIN 4" GRABBABLE
BENCH
SURFACE
(DRERMINE IN FIELD)
EDGE
3"
3"
5.5' DEEP
COLOR
L IG
AUTOFILL 1 ,
FLO CRETE COVERED LANAI AREA
POOL BARRIER PER FRC 4501.17.41.1.17.3 AND
ANSI/NSPI-5-1195 NSF CERTIFIED TO ASTM F 2208-08
SAFETY BARRIER PER FRC 4101.17-
_ 4501.17.1,15 & ASTM5034-95, ASTM
-� D3'87-89, ASTM 653-96
LL�
COLOR LED
LIGHT \
2.5
1"
18 ft.
PERIMETER
OVERFLOW SPA
UTLINED WITH Tit
+9" ABOVE DECK
•--•----••--��
w g ,,
_________ __________ DECO DRAIN ________ _ ______
e • Y �• ••'
Simmons
• •� • i� • A� • • HM,,HHHP • •TIC • • ATE • •� • rT� • art
FLO CRETE
EXISTING
CONCRETE AREA I
SPA DETAIL APPROVED WITH THE 2014 FLORIDA BUILDING CODE FOR
RESIDENTIAL 6TN EDITION AND THE ANSVAPSP-7 2D06 FOR
SUCTION ENTRAPMENT AVOIDANCE
APPROVED MAIN DRAIN FRAMES AND GRATES PER
V.G.B. ASMEJANSI ; I2.19.&200T
UNBLO_CKABLE CHANNEL DRAIN
OUTSIDE ANGLE OF REPOSE
WAND FURTHER = 4" THICK WALLS WI#3 REBAR @ 12" O.C. EACH WAY 2.5" SUC; G PLANE MAX
T TO 6':R 6" THICK WALLS WI#3 REBAR @ 12" O.C. EACH WAY 3" SUCTIONMAX LINE
M TO PUMP
W TO T = 8" THICK WALLS WI#3 REBAR @ 12" O.C. EACH WAY
2" RETURN LINE
TO JET PUMP 2, RETURN LINE
TO rll 1RAP04 PUMP
9ft
I 1
t,
3 3 APPROVED MAIN DRAINPOOL DETAIL
io 3 ft. FRAMES AND GRATES
PER V.G.B. ASME/ANSI APPROVED WITH THE 20l4 FLORIDA
112.19.8-2007 BUILDING CODE FOR RESIDENTIAL 5T"
i EDITION AND THE ANSI/APSP-7 2006 FOR
AP SUCTION ENTRAPMENT AVOIDANCE
i a=
/ 4 2.5" MINIMUM )_SUCTION LINES PER PUMP 3
Jy RETURN FT.. SEPARATION OR SEPARATE PLANES
00 LINE TO . 3 FT. MIN.
i a to FIRST TEE
EXCAVATION INTO THE ANGLE OF REPOSE:�IS ALLOWABLE PROVIDED:
• SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE ,
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
• NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
• COMPACTION TEST OF THE BACKFILLED MARTIAL ARE PROVIDED AT 3" LUMBING LINES FROM
C.O. OF THE SWIMMING POOL 2.5" SUCTION LINE suMPwl a^ TEE
MAX 117 G.P-M.
TO FILTRATION PUMP 6 FPS MAX
CERTIFICATE OF COMPLIANCE
The following products have br36n tested to ANSI/APSP-16 2011 per Section 1404 of the Virginia
Graeme Baker Pool and Safety Act (VGB-2008) and safety regulations set forth by the CPSC.
These products are manufactured by Custom Molded Products, Inc. in Shanghai, China and
certified by Underwriters Laboratories, Inc., at 2929 E. Imperial Highway, Suite 100, Brea, CA 92821
(ph: 714-223-3600) or IAPMO R&T Lab at 5001 E. Philadelphia Street, Ontario, CA 91761
(ph: 909-472-4100). A copy of the test results may be found at www.ul.com or www.pld-iapmo.org.
TECHNICAL GUIDE 300
FLOOR WALL
PLUMBING PORTS FLOW FLOW
RATE RATE
r'
i, 44-
25- OUTER 308 GPM 212 GPM K' -
)5- CENTER am GPM im GPM
Z' OUTER 268 GPM 192 GPM
CENTER 194 GPM 176 GPM I
11.1 I tOk' L
SWIMOUTS WHEN PRO
SHALL BE
MAX. BELO
WATERL
18",
18"
N.T.S.
Par F.R.C. 4101.18 AND
ANSI/NSPIS-2003
BULL NOSE
SPA DETAIL BRICK COPII,
6"X6" TILE
(1)CHANNEL SPA BENCH\ -
DRAIN AND 18" BELO
GRATE SHALL WATER LINK
BESECURED
IN PLACE SO
THAT TOOLS
ARE
REQUIRED 6" TYP.
GRAVEL BED
NPING SCHEMATIC
MUST HOLD 35 PSI FOR AT
NOTE: POOL PUMP MOTOR LOCATED ABOVE
30 MIN.
ELECTRICAL DIAGRAM AND OFF
GRADE PROVIDE SEPARATE CIRCUIT FOR
(NO SCALE)
_EAST
-
OUTLET PER MI NEC
PUMP MOTOR(S)AND HEATER(S)ETC
(NO SCALE)
WATER LI
R _SSUR
RAIN TIGHT OUTDOOR NOTE: INSTALL. 125V 15
FILTER GAUGE
ELECTRICAL PANEL AMP WEATHERPROOF
�
(SD PER LOAD) DUPLEX RECEPTACLE AT
TO MAINS PANEL IN
_
LEAST 10' AWAY AND
RETURN LINE
APPROVED NDUIT (312ED
OND
PER LOAD;
G.FI
T NOT MORE THAN 20'
TDOOR TME-C KFROM THE INSIDE WALL
PUMP
WIRING TO POOL LIGHT IN
OF THE POOL
WASTE
APPROVED CONDUIT
PUMP
UNDERWA'
MOTOR
UL APPROVED DECK BOX
SKIMME
FOR DIRECT CONNEC n
NOTES:
TO WETNICHE
(1) POOL PANEL AND SNATCHES MUST BE AT
(2) MAIN DRAIN
LEAST F FROM THE INSIDE WALL OF THE POOL
WIN. T APART
(2) ALL ELECTRICAL WIRING AND EQUIPMENT
POOL OTHT
SWATCH• MUST INSTALLED IN ACCORDANCE WITH THE
OO
UNDERWATER EITHER INDOOR OR 2DII EDITION OF THE NATIONAL ELECTRICAL
LIGHT OUTDOOR
HAIR & LINT
CODE
APPROVED WIRING IN 1'
PROVIDE PROPER WORKING CLEARANCE
POOL
CATCHER
SCH40PVCWIA8
SPACES
SPACES FOR ELECTRICAL EQUIPMENT PER
BONDING CONDUCTOR
AS
(COMPONENT OF PUMP)
HO-260F NFPA 70
TO PUMP-*
POOL PATIO
SPA WALL
SECTION
6"X6" TILE (N0 SCALE)
1/2" TYP.
1WALL
FEEL-TEX FORM
R KRAFT WALL
@ 12" O•C.B.W.
_C
N
C4
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CANTRAC�QR Q� RECORD
T' 0E FLANS AND ALL F'fl0POSu7'v"VO
ARE SUBJECT TO ANY CORRECTIONe
REQUIRED BY FIELD INSPECTORS THP
i''": - MAY BE NECESSARY IN ORDER TO
OOMPLY WITH ALL APPLICABLE CODE;
l?o3�0I3�
ST LL-CrF C O IFNT"J "ITT" DT1r nf"SIk)N
RF V IF�� i.0 Fi)R "r(� 11PI,lA v CE
DATE
PLANS AND Pi n1iT MUST RE KEPT ON JO
OR NO INSPECTION WILL BE NUDE,
•
IMM
ee_
:::::
WEE
OEM
i M _
e -
FROM
1" LIGHT POWER INTERIOR
CONDUIT SUPPLY GRATE SHALL FINISH
BE SECURED IN TYPICAL WALL_
UNDERWATER PLACE SO SECTION &11b" PVC PIPE LIGHT DETAIL THAT TOOLS
(NO SCALE) ARE REQUIRED WELL POINT
FOR REMOVAL STEEL-TEX FORM (NOSE)
' APPROVED R KRAFT WALL
1GROUND CLAMP #3 @ 12" O.C.B.W.
CONTINUOUS BOND WIRE NOTE: FOR DEPTHS
COMMON TO POOL STEEL, THREADSI DI fit- REATER THAN 6' ADD 1-
• APPROVED WITH THE 2012
FOR RESIDENTIAL 5" EDITION
CODE
SPECIFICATION
MAX. WIDTH 16.6 MAX. LENGTH 40.5'
MIN. DEPTH 3.5' MAX. DEPTH 5.5'
SHAPE CUST ELEVATION B.D
FILL FROM EXCAVATION HAUL
TILE INTERIOR FINISH GEM FILTE
CS200
PUMP MAKE PER FBC 4101.20 OPRD
2-0 HP
PUMP HP: POOL 2.0 HPFLOPRO VARIABLE
PEED
f�
FILTRATION PUMP COMPLIANT WITH ANSYAPSPIIC
152011
LIGHTS POOL 3 CLR LED SIP
1 CLR LED
TRNFORM: POOL 1 300 WATT SIP
100 WATT
MAIN DRAIN: POOL 2 SP
1
SKIMMER
(1) TIMER INCL SPA PU
P 2.0 PHPM
1 RETURNS: POOL 3 SP
2
JETS: POOL 3 SP
8
VALVED VAC LINE INCL AUTOFILL
INCL
DISCHARGE LINE TO GROU
D
CHLORINATOR FUSION 1400 SALTS
STEM
HANDRAIL RS4IAQUALI
K
DIVING BOARD NA SLIDE
NA
HEATER AIE 2600 ELECTRIC HEAT PUMP
VACUUM HEAD INCL POLE
INCL
VACUUM HOSE INCL BRUSH
INCL
LEAF SKIMMER INCL TEST KIT
INCL
TREE/STUMP REMOVAL NA
REMOVE EXISITING CONCRETE NA
PUMP POOL PATIO NA
SCREEN THROUGH PIONEER SCR
EENS
ELECTRICAL A&G CONCRETE FOOLS
POOL PATIO CONCRETE FL
CRETE
EXISTING PATIO FLO CRETE EX
EtTING
DECK DRAIN INC
GALLON CAPACITY -POOL 16,700 GAIL.
GALLON CAPACITY -SPA 1100
,INC
TURN -OVER RATE 6 hrs
TERMITE TREAT INC BARRIER
MAX WATER VELOCITY - 6 ftdS FROM TRUNK
LINES
TO 8 We SUCTION LINES 10JIM MAX RETURI%INE
SKIMMER MIN. FLOW 25 GPM
IT_
SURFACE AREA OF POOL -708 SQ. F
128 LN_ FT
1
GENERALNOIES:
I.9WIMMINOPWLCOXBIRUCIN,MM WLPLY WI AP.BIBIl.000ERND WIIRNLLOBR ORNANCEe AND
ANING REGV MNS
I BRABRINGp TD BEAR ON NOSK OR YIBI.UBIED.. ALL WALLA AND FLOORS I HALL BE WNRED
W POURED IN -PI -ACE CONCRETE WI MWIMIRA .PS1 EEAB iE IQ MOAYSI C.NEAE NINE BTRENOM.
3. ENAAAA % SHALL BE RETIRE. IF SOS.-E NE LEER.. N. P5P OR MUCK. HILT C RLOBAR, 80R BOIL
FWHG A90LBEM NOCAPAGRYOF3pNPBS XASHEEp Il8E0NT1E OEelO1J.
A REINFORUYO RNN SHALL BE NEW WLLET RENEE W.
B.P PIPING M BE PV.0 6CHEBVLEN MN AHB 9Egq THE NSf APPNWgL.
MCK4JABH SHN1 BE IN WRPLJANCE W IFH LOCAL ORDINANCES.
F NSPOBLL OF POOL WATER SNAI_ BORROW TO LOCAL ER NANCEH 6U.. GPpOpG BRALL COMAIN
WATER BROHN PREPERW LMES PIXIOWG S. NET PERNHT 1. .RE THAN BARN OR
B WAFER SUPPLY& DISPOSAL SHALL BE INBTALLE119DTNT THERE IS NO GWS. CMJN TAN PATH
MEBIIC WMFR SUPPLY OR WATER DISPOSAL SYSTEM. I
GRATEATMNNpMNS HAVER NIEEAAAAOFAKTHEAREACPTHEsVCT.LNE
TO. XA.. LOUTMAYdRN S1ALLHAAEAREMOVABI£.AABIA MINIWMFRFEA OF SBRIE gRFA BE
THE suGTBN LNE
11.ELECTRICAL: MSTAMPAMN060EVICESABBHOWNN'PPtL OATq-HEREON. LIANT 1IECTKIN TO
C Mi M TO HAl10NALElECTR1CALCDOE.LAIEHTENTTON,
12. ALL AETALLIC CWDUP E. PIPNG SYSTEMS. RVNWRCEO SFEEI. LHMTFRNRF9 (X NG. METAL
PARM OE LADDERS. HANDRANA.ONNG BDAROS84YPIpgTH TOBEBOHpED1gLET1 /MWNpEp TO
COMM]NGROU.D.BOMOING CWWCLOR NNLL N. BESMALLER THAN N COPPELI. '
18. NOOVENIE4D OPEN WIRE OVER POOL WATER
TJ. CARID®IJEFILTFHBNPLLMAVEA FL1RgROV ggTE NOi TO EFCEEIIBGA.M/Sf.OF\ .AgEq.NO
BRCBnASXREpINED. .�..
IC ROABHOR R MALE.VERILYA OMENS"NSq LSND BATBDE BEFORESTARINGTHE pWJECi.
COXTMCILIIINMILVEIRrL4AOPOOF HECTWC.L SEaA SrO wW.HY.
a3rsMLATnIIroHNuu BE ravEH Tn®mGFwxO.TloNrocTGVEHT wGERMNxG
JOB NAME: SCULL TREAT RESIDENCE
ADDRESS: 7280 RESERVE CREED ORV
_. ERMIT NO.:
DATE DRAWN: FEBRUARY 8" 20117
DRAWN BY: TRAVIS LEONARD
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
SCALE: 1/4" = V
RAY REINHARD
PE # 47041
1010 Easter Lilly Lane
0 Unit 203
DPOOLS,
Vero Beach, F 32963
%I
CONCRE E
NC.
(ENTIRE;
W.L.
\ A8 SOLID R
\ O WERE
WI APPR.
CLAMPS
ONE
ON EACH OF
POOL TOTAL)
TXPA,2D
`Th
FILTRATION PUMP
� ;0`1AIGH SPEED EQUi_POTENTIAL BONDING GRID P
•M, .
" N PD "• Ira Ira I" 1. HE 1. Ira Ira xo 11. m 2. IQ 11c PER N.E.C. 2011 SEC. 680.26
ROW GPM (WHERE ADOPTED)
=CKti 1 ROW OF WATERLINE TILE -
I 3.5' 1
#3 STEEL @ 12" O/C E.W. 61+
FLOOR -SLOPE r 6" TI
FLOOR SLOPE$ $HALL BE
REASONABLY UNIFORM AND
COMPLY WITH ARTICLES 5.6.1
THRU 56 3
CYCOLAC MAIN DRAINA
30' 4' TNP In OPP, OF TLEP n 00. ccn"
(NO SCALE)
34'
CK OR CONCRETE
I I I
SOIL
e GAUGE SOLID COPPER WIRY -
I 1 I I
MINIMUM 18" FROM EDGE OF POOL
AROUND ENTIRE POOL PERIMETER
BURIED 4" TO e" DEEP
41/z" THICK
WALLS
SHALL
NOT
SLOPE
GREATER
THAN 11°\°y..
Li
LidEMAR Y007d2017
PER!VI ITTING
St. Lucie County, FL