HomeMy WebLinkAboutPOOL SPECIFICATIONSIM.' TRAVERTINE
2x6 CAPTILE 1%" OVERHANG
HOLD UP TO FLASH
GEM LEVEL /
6" •4F•
4"
J
NATERPROOF—
PEBBLESHEEN
J VENT
2" DROP
4" TEE TO V.E.
p>p
BASIN
T' DRAIN
Duo
paQ
i4
pvQ U.1
I—
PERIMETDER OVERFLOW Al
SWIMOUTS
WHEN PROVIDED
SHALL BE AT 20" MAX.
BELOW THE
APPROVED WITH FBC 2017 WATERLINE
20' max.
8"� y
N.T.S.
EXACT EQUIPMENT LAYOUT
AND ENCLOSURE TO BE
DETREINED IN-FIELSD
2.5" SCH 40
PLANTER
BY OTHERS;
DECKING
FENCING
ELECTRICAL
7EQ
EQUIPMENT PAD
PER FBC
4501.22(9.2)
POOL
EQUIPMENT
ANCHORED
PER
FLORIDA
BUILDING
CODE 2017
R4501.22
VERIFY
EXACT
LOCATION IN
FIELD WITH
SUPERVISOR
2.5" SCH 40
N
TILE BACK
2.5" SCH 40
7 ft.
18,11 LE
`3" SCH 40
STEP
30
2.5" SCH 40
—, 1"
V.E. FILT.
PUMP 41II PUMP
®
2) 8" DIA. MAIN DRAINS
ED TOGETHER - 36" APART
DRAINS TO BE COMPLIANTI
SME/AN. A712.19.8-2010
5 ,�„
45GPM @2.8FPS
RU EACH GRATE
DEEP
SPILLWAY
8"
N
I
POOL
UP 1/81,
JANDY LED "COLORS"
NICHELESS LIGHT
(TYP. OF 5)
—SWIMOUT BENCH III/
Ich
HOUSE ❑
BACKFLOW PREVENTOR TO BE INSTALLED
BETWEEN UNIT AND HOUSE
r SCH 40
TO HOSE BIB PAS
14) FLOOR RETURNS
® FOR VANISHING EDGE
3'-6"
® DEEP
TILE STEP EDGES
I
240 $0.
16" —IS'
18"
(2) JETS, 18" FROM LIGHT
dIP
IN.MIN.
EACH SIDE, 8' UP FROM BENCH
I
R
y� SCH 40
JANDY
Vac
VACUUM FITTING W/SELF -
2" SCH 40
SEE JET CO
FIGURATION 2" SCH 40
CLOSING SAFETY COVER
2" SCH 40
DETAIL
(
2" SCH 40
(HAYWARD MODEL M400
1" SCH 40�
2" SCH 40-J
V SCH 40
—
2" SCH 40
_
L — — — — — ------------------
BABY FENCE
--------------------
°I
---
READING
BAY
DINING PORCH
12"
12"
181,
SLOPE WALL DOWN TO
BACK BASIN WALL
PLANTER I
3" DRAIN W/2" DROP (TYPE)
10' APART LOOP TO DRAIN
INTO V E. BASIN
I r
ID
I Z
I -A-11
m
1" SCH 40 II
7ft
I
R
I
I
I APPROVED 48" HIGH BABY
I BARRIER FENCE.
COVERED_ _LANAI
SAFETY BARRIER:
PROVIDE 48" HIGH MIN. FENCE PER LOCAL
CODE W/ SELF -CLOSING, SELF -LATCHING
GATES AND APPROVED 48" HIGH BABY
BARRIER FENCE
SAFETY BARRIER PER FRC 4501.17-4501.17.1.15 &
ASTM5034-95, ASTM D3787-89, ASTM 653-96
&
R4501.17.1 THRU R4501.17.3
POOL BARRIER PER FRC 4501.17.41.1.17.3 AND
ANSUNSPI-5-1995
ENGINEER SHALL BE NOTIFIED IF SOIL BEARING LESS
THAN 2500 P.S.F., OR MUCK, SILT OR LOOSE, SOFT SOIL
IS FOUND. A SOIL BEARING CAPACITY OF 2,500 P.S.F. IS
ASSUMED FOR THIS DESGN.
NOTE' CLEAN FILL COMPACTED
TO 95D/4 MAX. DRY DENSITY
NDER DECK ONLY
COPING
NOTE: REMOVE GRATE &
_
WELL POINT PLUG FROM MAIN
'---�`
DRAIN A ATTACH AUX. PUMP
LINE WHEN EMPTYING POOL
SAVI NICHELESS
6"IR
4" MIN.
LED LIGHT
I
GRATE SHALL
TYPICAL WALL
NO NICHE 1" LIGHT
BE SECURED INSECTION
CONDUIT
PLACE SO
WELL POINT
UNDERWATER
THAT TOOLS(NO
SCALE)
LIGHT
UNDERWATER
ARE REQUIRED
SP 10-22 WALL FITTING
LIGHT DETAIL
FOR REMOVALEL-TEX
FORM
6"KRAFT
INSIDE PIPE
WALL
(NO SCALE)
SCH 40 PVCSLEEVE
FL1.5" 12" ODEPTH.
E FOR DEPTHS
POOL FINISH
THREADETE:
PLUG
ER THAN 6'ADD 1-
VE BAR @ 6" O.C.
TO PUMP —►
GRAVEL BED
• APPROVED WITH THE 2017 FLORIDA
BUILDING CODE FOR RESIDENTIAL Wh E
SPECIFICATIONS_
MAX. WIDTH 15' MAX. LENGTH 30'
MIN. DEPTH 3'-6" MAX. DEPTH W-6"
SHAPE CUST ELEVATION T.B.D
FILL FROM EXCAVATION: STOCKPILE
TILE: INCLUDED PEBBLESHEEN - INC
POOL PUMP: 1HP VARIABLE SPEED FLOPRO
V.E. PUMP: 1HP FHPM vANr
WITtl6RSl/APSPA� A5 011
SPA PUMP: 2.0 HP PHPM PUMP MAKE PER FBC4501.20
LIGHTS: POOL (4) LED SPA (1) LED
FILTER: JANDY CS200 CARTRIDGE
MAIN DRAIN: POOL (2) SPA CHNL
RETURNS: POOL (3) SPA (2)
JETS: POOL NA SPA (6)
VALVED VAC LINE INCL FILL LINE INC_
DISCHARGE LINE TO GROUND
JANDY "AQUA -PURE" 1400 - INC
HANDRAIL NA LADDER NA
VACUUM HEAD INCL POLE INCL
VACUUM HOSE INCL BRUSH INCL
TEST KIT INCL
TREE / STUMP REMOVAL NA_ _
REMOVE EXISITING CONCRETE NA
PUMP POOL PATIO NA
SCREEN ENCLOSURE NA
_ELECTRICAL NA
POOL PATIO NA
COVERED PATIO NA
DECK DRAIN NA
GALLON CAPACITY -POOL 13,669 GAL.
GALLON CAPACITY -SPA 700 GAL.
TURN -OVER RATE 6 hrs
TERMITE TREAT INC BARRIER INC
MAX. WATER VELOCITY -6 ft./s FROM TRUNK LINES
TO 8 ft./s SUCTION LINES 10fps MAX RETURN LINE
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL - 430 SQ. FT. 90'
CONSUL XOIES:
1. SWIMMING POOL CONSTRUCTION TO COMPLY HIT HIS, ALONG. CODE AND SAW ALL LOCAL ORGXIANCES AND
BONINGRUNTLYUON&
3. SWIMMING POOL TO BEAR ON NOW OR UNDISTURBED WHO. ALL WALLS AND FLOORS SMALL BE (HUNDRED
ORPOUREOINFLACE CONCRETE WI MINIW .SI. M3,000 CONCRETE IS ST My.) COMPRESSIVE STRENGTH.
i. ENGINEER SMALL BE ACH IM IF KOHL BEARING LEW THAN THO P.S.R. ON MUCK, SXT OR LOUSE. 65T WIL
ISFOUNO.A SOIL MEANING WPAC .1 I.M. RAI. FAA BEEN USED IN ME DESIGN.
A. REMFORCIND BAW SMALL BE NEW SAM GMDEAP.
M. ALL POM WPWGABE P.VL. SGXEWLE M MIN. AND WAR ME NPF. APPRODI
A.M BRLLL BE M cOPALUACU WITH LOCAL ORDINANCES.
7. SUR A, OF POOL WATER SMALL FORMORM TO LOCAL BACKHANDED SURFACE GRADING SHALL CONTIM
WATER HUMAN PROPERTY MRS. PoHDWS SILL NOT MEREST FOR GONE WAR ME ROAR.
/(�uno�aianl
M. WATER SUPPLY DISPOSAL SHALL BE R.STMIED SO THAT WERE IS NO GROSS CONNECTOR SAW A
HECTIC WAR. SUPPLY M W I MARCSLL SYSTEM.
L WAGE AT SAM DRAIN SMALL HAVEA FREE AREA OF AYTIE AREA OF WE SUCTERI ME
O.ILVC%NMTRAINEP68NALLXAVEAREMDVA01£SdEEM W/AMINIMUM FREE AREA CF>[TIEgPEA OFWE
11.SUCTONLME.
WIRING MDEVIDE-LATEST KNOWN M!'POOL DATA' NEREdI.LIGHT CONNECIgX TO
.ROWTO
�����
W:INSTALL
FAM
SORW. DINSO
ALL METALLIC CONDITEG1PICALCODE.L, FARRA METAL
NR.IM MI GBOARIWWFORCERTSTO EH HANDED TOGETHER ATIq
PA OF LADDERS, TO
STANSM
TBONDEDTODETIFRSMOUNDFL
CONDUCTOR
COMM N ROUFA;ONDINGCO.DUCTOBWALL SMALLER
NOT AN 9MALLERTMgNq COPPE0.
COMMONGROUNDOPEN
13. NOTRIDGEODUMHUNG
WIRE OVER POOLWgRA
RAWR,
FILTER
A. CARTRIDGE FILRfl SMALL RAVE A FX.TRATION HATE NOi MEECFFD i O.P.M.I BF.OF RATES AREA. NO
M. O.TWCTCRUNEO.
BEFOXESTARTX4TIE PROJECT.
VERMYALL DMOF
O ELE&ANDCONpNCE BATSOE
CONMACTRA "
RTOPBLCOMPANY.
SPECIAL ATTENTION
1& SPECIAL ATFENI qX SI W 1. BE OVEN TO EN6RFIG FOUNDATpX M PREY ENT UNDERMINING.
NSHAU HE GRE TOBANTRICAL USRADIAT
JOB NAME: McCOY
ADDRESS: 12774 NW MARINER CT.
(8p3-6zgq
ST LUCIE COUNTY
ST. Luc*: CO`+NTY11
REVEFw::D FOR co, l
PERMIT NO.:
REYIER 'D BY /
DATE DRAWN: JULY 16, 2018
DRAWN BY: F. DELROCCO
PLANS AND PERMIT MU
DESIGNER APPROVAL:
6RaNO]NSPEWTIONw )
CUSTOMER APPROVAL:_
SCALE: 1/4" = 1'
■ _
r' AN
'BE KEPT ON JOB
BE A'A- DE.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES,
DECK'-1 1 ROW OF WATERLINE TILE
i n� rwrUN515 �Ii i UP Int
WATERLINE
!COMPLYWITH
6" THICK
,. - CONTRACTOR OF RECORD
#3 STEEL @ 12" O/C E.W. 5.�.. LIGH WALLS
SHALL
PE' 6" THICK GREATER COPY
HALL, BE. GREATER
OPE
REASONABLYIFORM AND
CLES 5.6.1 THAN if.3
CYCOLAC MAIN DRAIN}Ajun0jalonlls
THE SLOPE,OF THE FLOOR FROM 25M �,
THE _S THEDE END WALL
TOWARDS THE DEEP AREA SHALL
30'
RAY REINHARD
PE # 47041
TYPICAL SECTION THRU POOL 1010 EASTER LILLY LN.
(NO SCALE) VERO BEACH FL. 32968 /1
P. 1 OF 2
Zl
RETURN LINES 2" TO FIRST TEE
a
V.E. DRAIN
APPROVED MAIN DRAIN FRAMES AND GRATES
PER V.G.B. ASME/ANSI 112.19.8-2007
APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR
RESIDENTIAL WITH THE 2017 SUPPLEMENTS AND THE
ANSIIAPSP-7 2006 FOR SUCTION ENTRAPMENT AVOIDANCE
UNBLOCKABLE CHANNEL DRAIN
•
1
' • J 8 FPS MAX PSUCTIOJN
7
3" PLUMBING2.5" SUCTION LINE TO LINES FROM TO
PUMP MAX 117 G.P.M. SUMP W/ 3" TEE .M.
FPS MAX 6 FPS MAX
TO FILTRATION PUMP TO JET PUMP
RETURN LINES FOR SPA 2.5" TO FIRST TEE
SPA DETAIL
APPROVED MAIN DRAIN FRAMES AND GRATES
PER V.G.B. ASME/ANSI 112.19.8-2007
• APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR
RESIDENTIAL WITH THE 2017 SUPPLEMENTS AND THE
` ANSI/APSP-7 2006 FOR SUCTION ENTRAPMENT AVOIDANCE • '
•
UNBLOCKABLE CHANNEL DRAIN
• ` •y
UMBING
3" SUCTION LS FROM 2.5" SUCTION LINE TO
PUMP MAX 18W/ 3" TEE PUMP MAX 117 G.P.M.
e F 8 FPS MA%
TO JET PUMP TO FILTER PUMP
POOL RETURN LINES 2" TO FIRST TEE
POOL DETAIL
APPROVED MAIN DRAIN FRAMES AND GRATES
PER V.G.B. ASME/ANSI 112.19.8-2007
• •• APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR
RESIDENTIAL WITH THE 2017 SUPPLEMENTS AND THE
ANSI/APSP-7 2006 FOR SUCTION ENTRAPMENT AVOIDANCE
MINIMUM (2)SUCTION-LI_NES PER PUMP 3_FT.
SEPARATION OR SEPARATE PLANES
• • 3 FT. MIN.
2.5" SUCTION LINE
TO PUMP MAX 117
G.P.M.
TO FILTRATION PUMP
6 FPS MAX \
2.5" PLUMBING LINES
FROM SUMP W/23" TEE
AREA INCLUDES HATCHED MINUS RIBS
AREA OF OPENING = 43.201 IN/SQ
VELOCITY 0 200 GPM = 1.485. FPS
FOR OTHER FLOWRATES
SDX VELOCITY =' GPM/134.648
® 'I
L2tBcilr alcvunou
32" Channel Drain Flat Grate
• Anti -Entrapment Suction Outlet Cover
and Three -Port Manufactured Sump
VGB Series
IDe Aqua5tar 11ne ofsxtlon Dude[ cove s, cnmWlantvNtl Me new
Product Spm1ficadon Sheet
VIrglDid Graeme-Baker Pool and Spa Santry Act (ASMQANSI At 12. Mila-2003)
Features
Features
nblotkapl¢wRion puNet MM
The Unbloekable!'"
mandrtO ane ASMEl
A[e AIIl oOnVGB
ril naia.z..aaama aaeaard
"r
F L IG .a k41 a .e (GBe
41M[ n A 2 ra pYUlntlld&
(
.�1t
n YU Ba.i� IW/e p,ane
p BI n 114 n aloes)
"r
'N
wall' x�GPM"3 Pp
r
R BJBx GPM fps
W II GPM f fp
�`c, `
lW IL E x PM - 1ps
vaami a adoning
��
,,h
a3ae a' la a I
D ros wrr dust er lymers
m sts d x m1.ad.d FPr,
z mrawm pl s da aod.
NYi )PSMiled1
ax ox an Iwaneams
z rzd
d ASiM C.I54 IV lert na
Ll ° d"KhI...d.T
Two Drains in One!!!
yr"carz
With sump (concrete povlgJ•
Part Numbers / Colors
❑ 32CDFL101 Wl'nte�
Modela32CDFLxxk 'MeOewYMale roevlmuBkaMMs monela 3xCDnvua
a
11 Pt- t
3: cDFuw gla<k-
I l 11
' 32CDFL303 Lt.GraW
iI i ®
0 32COFL104 DIUe-
TA I
N 32CFL1050k Gray'
1' 32CDFL106 Bone'
0 32CDFL307 Taupe-
as
32CDFI:IOd Tan'
•93+. lY33e22tao•'
2008
a. eras lI-
Compliant
e -x e_l
adraainn., neway
-�mm _ru
r, fiat
<pfllavt
3 32'ch.=OBVGB
eo+
:-.I-.
..
M1eatl PleiMse
xmrv, dry 8
P 877 7d8 2717 F 877 276 POD[ m d6td,.a11.1POolp mduc(s.com W aquastarpoolpmducrosom
HOLD UP TO
GEM
1" VENI
2 DROI
4" TEE TO V.E.
BASIN
rI�
EBBLESHEEN S MATERIAL
BY OTHERS GRADE
POOL
3" DRAIN 6" �-OVERFLOW
DpQ Ov\ ,D TO FRENCH
a
\\C1 DRAIN
1 DSO - 21L r
DETAII
N.T.S.
/ HEATER(GAS)
3-#12 THHN CU WITHIN '/i' CONDUIT
4EAT PUMP Iti #6 CU, (1) #10 NUET. 2HP JANDY PL JS HP PUMP MOTOR &
& (1) #10 CU GROUND IN a/:' CONDUIT 1HP VS FLOPR D PUMP W/BUILT-IN
80 AMP POOL PANEL OVERLOAD SV ITCH W/3- #10 THHN CU
W/(3) - #4 THHN CU WITHIN WITHIN Yx" MIN CONDUIT
ELECTRICAL CONDUIT \ 4I{ T� MANUAL MOTO I SWITCH
#B SOLID CU GROUND WIRE \\\J
VANISING EDGE
DETAIL
N.T.S.
30" MIN. CLEARANCE
IN FRONT
OF SUBPANEL
IF
TO EXISTING PANEL
VARIABLE SPEED FLOPRO PUMP MOTOR
Tj-3
/BUILT-IN OVERLOAD SWITCH W/3-#10
S.P.S.T. TOGGLE
SWITCH
TIME CLOCK
THHN WITH -IN Y.' CONDUIT
W.P. I
IISCONNECT
(3) POOL LIGHTS
NOTES:
(GFI NOT REQUIRED)
• (1) POOL PANEL AND SWITCHES MUST BE AT
LEAST V FROM THE INSIDE WALL OF THE POOL
• (2) ALL ELECTRICAL WIRING AND EQUIPMENT
MUST INSTALLED IN ACCORDANCE WITH THE
(1) SPA LIGHT IF APPLICABLE
2014 EDITION OF THE NATIONAL ELECTRICAL
(GFI NOT REQUIRED)
CODE
• (3) PROVIDE PROPER WORKING CLEARANCE
SPACES FOR ELECTRICAL EQUIPMENT AS PER
HO-26 OF NFPA 70
1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATI )NAL ELECTRIC CODE.
2.3412 THHN CU WITHIN %" MIN. CONDUIT FOR OOL LIGHT IS)
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC, NITH #8 SOLID, BARE COPPER.
4. ALL POOL PUMPS TO GFCI PROTECTED PER P EC 680.22 (B) /
ELECTRICAL DIAGRAM_
N.T.S.
- Nam: REMOVE GRATE &
WELL POINT PLUG FROM MAIN
DRAIN S ATTACH AUX. PUMP
LINE WHEN EMPTYING POOL
6"X6" TILE
•
INTERIOR
GRATE SHALL
FINISH
BE SECURED IN
PLACE SO
THAT TOOLS WELL
ARE REQUIRED (NO ,
FOR REMOVAL STEEL-TEX FORM
L OR R KRAFT WALL
FLOOR
#3 @ 12" O.C.B.W
THREADE NOTE: FOR DEPTF
PLUG REATER THAN V AI
#3 COVE BAR @ 6" 1
TO PUMP 0,
GRAVEL BED
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2X6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HAND HOLD TO BE INSTALLED AT AREA
WHERE DECK RAISED ♦6" ABOVE POOL
#8 GROUND WIRE
T
HANDRAIL BONDING
12" MAX.
WHEREAPPLICAI
e
46" MAX
PER NATIONAL ELECTRIi
WATER DEPTH
F10" MIN. c
c M
STEP DETAIL
1. TREAD IS MIN.OF 10" WII
2. RISER NOT GREATER THI
M
IF MORE THAN (3) TREADS,
3. ALL STEPS TO BE SOLID
GUNITE 4000 PSI.
STEP DETAIL_
N.T.S.
1-
EQ. LAYOUT
POOLBOND PB-2008
WATER
,/4F,_1•
DECK
BONDING WIRE
_LOCATION OF
WATER BOND
LOCATE IN -FIELD
EQUIPOTENTIAL BONDING GRID
PER N.E.C. 2014 SEC. 680.26
(WHERE ADOPTED)
18" MIN.
( ENTIRE PERIMETER*
W.L.
N SOLID COPPER
BOND LEACH
PPR.
C
(ONE OIDE V� r
OFPOL)
EQUIPOTENTIAL BONDING GRID
PER N.E.C. 2014 SEC. 680.26
(WHERE ADOPTED)
11
(-
SOIL
8 GAUGE SOLID'COPPER
WIRE
1 1 1
MINIMUM 18" FROM EDGE
OF POOL AROUND ENTIRE
POOL PERIMETER BURIED
4" TO 6" DEEP
WATERLINE
GRADE
1.6" OVERFLOW
24" TO FRENCH DRAIN
BASIN
SWI_MOUTS
WHEN PROVIDED
SHALL BE AT 20" MAX.
BELOW THE
APPROVED WITH FBC 2017 WATERLINE
20r max.
18a•-H
N.T.S.
O
2
EQUIPMENT LAYOUT
N.T.S.
LEGEND
1. 2" POOL RETURN TO JETS
2. 2.5" DRAIN LINE FROM V.E.
3. 2.5" SPA JET RETURN
4. 3" SPA MAIN DRAIN LINE
5. 2.5" MAIN DRAIN LINE
6. 2" VACUUM LINE
7. 2.5" DRAIN FROM V.E.
8. 2.5" SPA RETURN
9. 2" POOL RETURN LINE
A. JANDY 1HP V.S. FLOPRO V.E. PUMP W/APPR HAIR & LINT STRAINER
B. JANDY 2HP PHPM JET PUMP W/APPR HAIR & LINT STRAINER
C. 1.6" TO WASTE OR TO GROUND
D. JANDY 1HP V.S. FLOPRO CIRC. PUMP W/APPR HAIR & LINT STRAINER
E. VALVES (TYP)
F. JANDY CS200 CARTRIDGE FILTER W/PRESSURE GAUGE AND AIR RELIEF VALVE
G. JANDY 400,000 BTU GAS HEATER W/ INTERNAL BY-PASS
H- JANDY JE2600 TITANIUM HEAT PUMP WITH INTERNAL BYPASS
I. JANDY "AQUA -PURE SALT SYSTEM
• APPROVED WITH THE 2017
FLORIDA BUILDING CODE FOR
RESIDENTIAL 61h ED.
SPA JET PUMP
VS-FHP1.0 PERFORMANCE CURVES
FILTRATION PUMP
&
VANISHING EDGE PUMP
30
Q IODDRPM
y m FILTRA ION
173ORPM I PUMP HIGH
Q to SPEED
H 0 10 20 30 40 60 60 70 60 90 100 110 120 130 140 ISO 160 1" 180 190 200
FILTRATION I FLOW GPM
PUMP LOW
SPEED
REV. 7/16/18
RAY REINHARD
PE # 47041
1010 EASTER LILLY LN.
VERO BEACH, FL. 32968
P. 2 OF 2