HomeMy WebLinkAboutPROJECT LAYOUTSPECIFICATIONS
MAX. WIDTH 28' MAX. LENGTH 57'
MIN. DEPTH 3.5' MAX. DEPTH 6'
SHAPE CUST ELEVATION T.B.D
FILL FROM EXCAVATION SPREAD
TILE GEM FINISH GEM FILTER CS460
BUBBLERS (1) JEP 2.0 HP MAX 145 GPM W.F.(1) JEP 2A HP MAX 145 GPM
PUMP HP: POOL (1) JEP 2.0 MAX 145 GPM
1
EXISTING PATIO NA
DECK DRAIN 4" FLOWMASTER INCL
d
co
GALLON CAPACITY -POOL 44,900 GAL.
GALLON CAPACITYSPA 2,200 GAL.
c' a
L--y
m
y
TURN -OVER RATE 6 hrs
I=
TERMITE TREAT INC BARRIER (2(WATERALARM9
MAX. WATER VELOCITY - 6 ft./s FROM TRUNK LINES
W
Cr,
L
w
TO 8 %/a SUCTION LINES 10fp MAX RETURN LINE
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL -1093 SO. FT 160 LN F
OBERRL NDIPJ:
1.8WIMMNOPOOLCOXRERS R roCOMa PLYN RRWLWW MDWIIN AMMCALOREASS eAM
mN"O REWIulgN6.
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]ENONEERSXALLUNDTIFffDM801LBFARNOLMTM2M0PA.F.DRM WSILTORI F..SOFT60R
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A RFIxFORC W A IARe M Vll ee xEw ILIET, DRAOE qo.
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S. BACNY1A8X6XALLBEMCOMWNC! WRMIDCALOAWIANCEB.
>.S. SE LOPPoOLNMIEII S..IN CONFORMroIOCRL0RUFM IA SNRfAN E WNDsxRLLI:CMTAw
WgiER WITXXPROPERtt LINlS. PoNDNOMULLXOtPElI616TFOR MME TU.N ONEXOU0.
S WNEWR ANAMRS W6POMLSN1EA DAN$E LAM0TWTMERE M NOC-85 CONXECTOX WRM4
DCNESTC WATERBXPPLV 00. WATER OIBPOSAAEAWM
BORATE AV I.YM WUIN WALLXAVE AFREE AREI.OF QTIE AREAOF ME WC1RN LNE
16. MRALINT 6TRAMSES SHAM MAE A RMVVANLE SCREEN AS MNIMIIM FREE AREA W SA TM AIMAOF
WE SUCTON LINE.
11. ELECTRCAL: NI MINING A DEVICES AS SHOMx IN 'POOL OAu• XEREOM. LEAST CR NIRWRW
FORM M NATONAL ELECIRMAL CODR L11E8TERHM.
IS. ALL LIC CCIRINIB.WP"OSY6TEM6.RENEWS'"' SWIE-LIOXTRS %MNESNESENSAMETAL
ISAW OP LANDERB.NANOMLLi.DWIN000. S SOPPORTS M NE BONDED IUMWER S DR INDEDMA
COMMONOREIRIMBDNDINOCDNWICTOR WALL NOT BE S SA EN WAS IN COPR0.
13
. XOOVEHMADOPENNIRE OVER POOL WATFR.
H. CARIRIDOE PILIER BXALLNAVEAF6TUTON MW NOTME%CEEOi O).RIAS. OFRIETPREq.NO
BAC.. ERHIAAED.
IS. CONTRAMRRIA L VEIWY ALL WMERNERS AND CRANIUMS AT SITE BE HIREBTM . WE PROJECT.
CONRUCTOR SXALLVERMY LOC .OF ELECIRRAL6ERYN:E BY FP.SL Co.18.BKCWLATIWl10N SNAMSNAEAITOEMM PAGE 1 PREVB REAHRMNWM
JOB NAME: CESPEDES
ADDRESS: 16675 C24 CANAL ROAD
PERMIT NO.:
DATE DRAWN: AUGUST 24, 2018
DRAWN BY: TRAVIS LEONARD
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
SCALE: 1!4" = 1'
RAY REINHARD
G PE # 47041
010 EA 1ATER LILLY LANE
ft
/ UNIT 203 VERO BEACH 32963
�7
CONCRETE
POOLS, INC.
00
IS
• APPROVED WITH THE 2017 FLORIDA BUILDING CODE
FOR RESIDENTIAL Wh EDITION
VERIFY EXACT
LOCATION IN
FIELD WITH
HOMEOWNER
j
EQUIPMENT
EQ
PAD FILL LINE FOR AUTOFILL
I
PER FBC POTABLE WATER TO HOUSE
_ _ _ _ I
R4501.22 INCLUDES BACKFLOW PREVENTER
EQ. LAYOUT
c
AS HEATER MUST
BE MINIMUM 48"
AWAY FROM
WINDOW
1/4„ = 1'
W' MIN. CLEARANCE
IN FRONT
OFSUBPANEL
COVERED LOGGIA
ft. 6 in.
INSTALL SCREEN PANELS
UNDER COVERED LANAI'S
8 ft.
G
v
O
LU
LU
SCREEN ENCLOSURE BY PIONEER
SCREENS ON SEPARATE PERMIT
" I
MMMMM
________________________I_--____-________ __________--______
--
_________________________________________________-__-_____-________-___-=-___till
---- --
111
-
- --------=--
.�
- ------------ - -
,.. I
'----I -I
-----
IIII
IIII
00
FLOATING POOL ALARM PER __
86 ft, j #"
I I j
I 1 I
1lilt
IIII
NSF CERTIFIED TO ASTM F 2208-Q6 -�' _
I
I I
S' TALL 10' WIDE X W TALL ROCK WATERFALL ARa
ON BOTH SIDES
it I I
-24-
/ I 2•M'
{ 1 2.5-1 11 11
,�.. 1 AUTOFILL AND I
2 5 OVERFLOW I \
I 1 V\
`
1{5" I I I I
v' I 1
1 1 1 I
WITH PLANTERS
INCLUDES STEPS ON BOTH SIDES LEADING UP TO
FALL AND SMALL PLATFORMS ON TOP OF FALL
I11 I
III
III I
lilt
II
II
1
11x12 SPA+1811 OUTLINE d , 'fl" 1 H
SKIMMER
1
I ounNUNiMD�wFm I I I
I 6Tw! I 6GALLON BUCKET
III I
I I I
1 111
�1�_-
1 SIZED HOLE
1
III I
11 j 1
H (4) #5 REBAR
16X16 FOOTER WITlilt
WITH STONE ,_ �, , 1
H -- H i PIAXRR
I
I I
WITH #3 REBAR TIES 18" O.C.
�� -_�.-
I I I I
H °"'"N' OXEOE'"'"
, zsL
1
6`
lilt
IIII
-
{ I I
I COLOR LED
I
lilt
{
H LIGHT
I
2'5j' I
lilt
I I
STEP I
I
COLOR LED I
I
11
IIII
II I
I ROCK WATERLINE AND ROCK COPING
H
LIGHT 1 IROCK
r BL
lilt
`J.� .IL
LIGHTED
13
tlill
ill
IIII
_ _ _\
H
I I 1.. AND ROCK
III I
lilt
i
1
2
FLOATING POOL ALARM PER a -! DEEP
H
i7
COPING
1 1till
11 I 1
I
^
NSF CERTIFIED TO ASTM F 2208-08 \\ _ }s + n 1 _ _ _v_ H --
COLOR LED
I I
ALLON BUCKET
6GSIZED HOLE
III I
/
..
I �• �J -35- R ,COLOR
\\ Iu1
I
Iu1
I 1
{ I
I I 'LI
�)
•
I11I
III I
11I I
COLOR LED
SN`
It
lilt
lilt
IIII
LIGHT
H,
I
I 8' DEEP
7 f t,
[Ill
1
/-_____-
_,
-� 5'DEEP 6'DEEP
7'DEEP I-J- I
IIII
/
4.5' DEEP
lilt
1
4ft.
_
IIII
1
1
STACKED STONE 4.5' DEEP
-- - -
WIRr2NAxETeNREW — NCH
PLANTER_
III I
---
/
WATERFALLWITH
ITIT
STONE SPILLWAY
PANNIERS
lilt
IIII
IIII
/
L1
IIII
1
IIII
/
00
IIII
/
N
I111
TILED
lilt
1
BENCH
.IIII
1
1
115.. 3.5' DEEP
EDGE
-
IIII
III I
1
1
COLOR LED
COLOR LED COLOR LED
lilt
IIII
1
LIG T
LIGHT LIGHT
lilt
1
TILED STEP EDGES
I I I I
II
{III
/
I
1" TYp
8 ft.
lilt
1
1
SKIMMER COLOR
�..till
\♦
III I
L GHTED
IIII
Q
1Y" /
IIII
(1) UMBRELLA SLEEVE
71 LN FT OF
NO COPING DECK TO GO TO POOL
,15..
I I 1
/
I
T •
DECK TO POOL 1,
EDGE TRHU SURFSIDE PAVERS
I
III 1
11 1 1
/
(1) UMBRELLA SLEEVE
14
1
115"
COLD LED I ®
(4) 1.5" LINES
I I
n I
IIII
/
LIC HT I I
(
I
COLOR LEq
IIII
III I
4., Y 1
LIGHT ;
3303 SO FT NO WASTE
1
2. " 115..
�
HANNIN
i
20 ft.
I ------
till
till
I111
'
-
---------y-
1111
/
-----------------
1111
57ft.
iiii
1
----
II11
SAND SET FRENCH PATTERN TRAVERTINE DECKING WITH
i I
�=
MUDSET BORDER ON TOP OF SCREEN FOOTERS
lilt
'
POOL PATIO AREA
N
lilt
lilt
1
IIII
1
IIII
II11
IIII
�
IIII
IIII
•%
44 ft. 4 in
40 ft. 8 in.
1111
IIII
lilt
IIIY..
%
1 11 1
C REMOVABLE CAP DECO DRAIN BEIGE
_
117 LN FT DECO DRAIN
III I
IIII
•
.......
....::
------------------•-----------------
--
...... -••--..... -.....................
•
111
IIII
lilt
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 4501.1741.1.17.3 AND
ANSIINSPI-5-1995
FLOATING POOL ALARM PER
NSF CERTIFIED TO ASTM F 2208-08
12X12 FOOTER WITH (2) 95 REBAR
12X12 FOOTER WITH (2) #5 REBAR
Ll
BRONZE POLY ROOF INTEGRATED INTO SCREEN ENCLOSURE
Go
COLUMN PLACEMENTS TO BE DETERMINED BY STRUCTURAL ENGINEER
DECO DRAIN
24X24 TRAVERTINE FOR
STEPPING STONES
121 WALL HEIGHT
INSTALL SCREEN PANELS
❑ UNDER COVERED LANAI'S
LJ
IS NNNNNNNNS, IS
M
ft. 5 in.
I
. . . . . IN — IS
I
12' WALL HEIGHT
COVERED LOGGIA
SCNEr;
StLucie County
O
r�
IG vlE::j
ST LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLI C�
DATE H 11111%
PLANS AND PER
MUST BE KEPT ON,
NO INSPECTION WILL
OR
THESE PLANS AND ALL PROPOSED WOfli(
ARE SUBJECT TO ANY CORRECT IONS
REQUIRED BY h1EW INSPECTO^S TEAT
MAY DE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
CONCE*D FASTENERS OR AiTACHA ENT5
ARE THE RESPONSISILITI'OF THE
CONTRACTOR OF RECORD
RETURN LINES 2.5" TO FIRST TEE RETURN LINES FOR SPA 2.5" TO FIRST TEE
POOL DETAIL 1 SPA DETAIL 1_
APPROVED MAIN DRAIN FRAMES AND GRATES PER APPROVED MAIN DRAIN FRAMES AND GRATES PER
V.G.B. ASME/ANSI 112.19A-2007 V.C.B. ASME/ANSI 112.19A-2001
• APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR It
APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR RESIDENTIAL
RESIDENTIAL 6111 EDITION AND THE ANSUAPSP-7 2006 FOR SUCTION , e EDITION AND THE ANSUAPSP-7 2006 FOR SUCTION ENTRAPMENT ,
° ENTRAPMENT AVOIDANCE ' AVOIDANCE `
UNBLOCKABLE CHANNEL DRAIN UNBLOCKABLE CHANNEL DRAIN
1 1 `
• • 8 FPS MAX • • re FPS MAX ,
" PLUMBING LINES
3" PLUMBING LINES FROM SUMP W/3"
3" SUCTION LINE TO PUMP FROM SUMP W/ 3" 2.5" SUCTION LINE TO FILTER 3" SUCTION LINE TO PUMP PUMP
SUCTION LINE TO
MAX 161 G.P.M. TEE PUPM MAX 117 G.P.M. MAX 181 G.P.M. T� PUMP MAX 117 G.P.M.
e FPS MAX
8 FPS MAX 8 FPS MAX 8 FPS MA%
TO FEATURE PUMP TO FILTER PUMP TO JET PUMP TO FILTER PUMP
Jandy ePump Series High Head Pumps
Jandy ePump Series High Head Pumps
TO
r Head
Full-Rate JEP Square Inch
() Pountls Per
Total
Dynamic Head
Full -Rate (JEP) Pounds Per Square Inch
(Feet
(F
K or WaMr)
(P51)
)Feet
of Water)
(PSI)
+m
r
1w
m
ns
WATER FEATURE PUMPS
'°
+"
WATER FEATURE PUMPS
100
r
Ae
r
At
r
r
re
A
m
At
re
in
m
m
r
el"..Pr JEP-2.0 W. RPM
-
� ePtmp. JEP-3.0 HP. 3a50 RPM
m
MWSAM)
TER FEATURE PUMP -. ePunP. JEP-1.SIV.3ttO RPM
--AND JET OTAL
m
1.
-- -
P.nnP. JEP.I3 HP. Y50 RPM
- - \/
re
re
ePumP. JEP-2.0 HP. nor RPM
m
- EPump. lEP l.0 HP. 3000 PPM
ePom.JF.P-1.5 HP. 3000 RPM
10
reumo. JEP.,5 HP. 3000 PPN
to
m
--�sRW-2 n. JEP.O HP. -6Puro. EPS.O HP. NOO RPM
ir00 RPN 1n -1.5 HP.3gJ RPM
E
a
Y
_
��1�JVia1,3.--JFJ.131�.
.--_150011J�201W. „may 'JID.1yM. MOD RPII
m
wMYY. A.21�MP'-��.
pIOY p-U
\i-.PP.
Er1YY t.b W.
p
eRnnP JEP4.6 HP.
'J 15WRPM
0
YO
_/•FSMIP
IfW RPM
O
D w m m tl m
m m m In He In 1r 1. W YD tin tin 1r en ledrm
m0 m m
0
.. ..
to
P lP ID aD tl m
w m r w 100 110 lm tin tt0 m lie tin tin m0 x0
. . . .D
Flow Rated. Gallons Per Minute (GPM)
Flow Rated. Gallons Per Minute (GPM)
Feet 01
Head
90
SPA JET PUMP
Jandy' PlusHP' Series High Head Pumps
Full Rated (PHPF) and Max -Rated (PHPM)
Rite of Flew (Gnl)
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
RETURN LINES 2.5" TO FIRST TEE
POOL DETAIL 2
° APPROVED MAIN DRAIN FRAMES AND GRATES PER
V.C.B. ASME/ANSI 112.19.8-2007
• APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR
° RESIDENTIAL a EDITION AND THE ANSI/APSP-7 2006 FOR SUCTION
ENTRAPMENT AVOIDANCE
UNBLOCKABLE CHANNEL DRAIN
1
,
• : 8 FPS MAX
3" PLUMBING LINES
3" SUCTION LINE TO PUMP FROM SUMP W/ 3"
MAX 181 G.P.M. TEE
8 FPS MAX
TO FEATURE PUMP
#8 GROUND WIRE
HANDRAIL BONDING DETAIL
12" MAX. WHERE APPLICABLE
48" MAX WATER o _ PER NATIONAL ELECTRICAL CODE
DEPTH
I-10" MIN.
0
0 o STEP DETAIL
1. TREAD IS MIN. OF 10" WIDE.
2. RISER NOT GREATER THAN 12" EXCEPT
0 o IF MORE THAN (3) TREADS ARE USED.
3. ALL STEPS TO BE SOLID
GUNITE 4000 PSI.
STEP DETAIL
_- - N.T.S.
HEATER (GAS)
3. #12 THHN CU WITHIN y:" CONDUIT
HEAT PUMP W/(2) #6 CU, (1) #10 NUET. (4) JEP 2.0 HP V.S. FEATURE PUMPS
& (1) #10 CU GROUND IN %" CONDUIT 1!s WBUILT-IN OVERLOAD SWITCH W/3-#10
/ THHN CU WITHIN'/" MIN. CONDUIT
100 AMP POOL PANEL ✓
-rf4THHN CUWITHIN
ELECTRICAL CONDUIT l,.{�-{ MANUAL MOTOR SWITCH
ELECTRICAL � I I
#8 SOLID CU GROUND WIRE
TO EXISTING PANEL VARUIBLE SPEED FLOPRO PUMP MOTOR
W/BUILT4N OVERLOAD SWITCH W/3-#10
THNN S.P.S.T. TOGGLES TIME CLOCK
CU WITH -IN %:' CONDUIT
SWITCH
W.P. DISCONNECT
(10) POOL LIGHTS
(GFI NOT REQUIRED)
(2) SPA LIGHT IF APPLICABLE
(GFI NOT REQUIRED)
1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE.
2.3412 THHN CU WITHIN %n 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)
ELECTRICAL DIAGRAM
N.T.S.
NOTE: REMOVE GRATE & -
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUX PUMP
RETURN LINES FOR SPA 2.5" TO FIRST TEE
SPA DETAIL 2
APPROVED MAIN DRAIN FRAMES AND GRATES PER
1 V.G.B. ASME/ANSI 112.19.E-2007 ,
• APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR RESIDENTIAL
63H EDITION AND THE ANSUAPSP-7 2006 FOR SUCTION ENTRAPMENT ,
° AVOIDANCE '
UNBLOCKABLE CHANNEL DRAIN
1 ,
• • 00YBFPSMAX .BING LINES3" SUCTION LINEUMP W/ 3"MAX 181 G.TEE
8 FP
TO JET PUMP
32" Channel Drain Flat Grate
4 • Anti -Entrapment Suction Outlet Cover
and Three -Port Manufactured Sump
VGB Series the AquaStar line of suction outlet covers, cotrlpiiant with U1e new
FE Q
EQUIPMENT PAD
PER FBC
4501.22(9.2)
POOL
EQUIPMENT
ANCHORED
PER
FLORIDA
BUILDING
CODE 2017
8
R4501.22
Product SpecNlcatlon Sheet I Mronla Graerne-Baker Pool and Spa Safety Act(ASME/ANSI Atllio.sa 21,: 1
Features
The Unblockable!"-
A single. Urx
suctiormandate
he mwvGS a Gr ll
A, rh.rrew PGB maMxo and ASME/
' �
PN51 4f f 3.19.8a0008 aaMard
ANSI
For9 O=ndltlPl6 tlraln use(SM
l
naxW in It. .s to plurllbMg
Dvruaxic Va eld',enpip, and
9ngl, or mu ild'"Pconruc ors)
Single
9 t Floor: o 6PM at3.9fts
waL 20e GPMM 2.611P5
rule
fio0r:6!u GPMaU 41p.
well, 4 S 2,
xGPM
a l3 his
\\\\\\
25.95Ou•M1 MW o04AWS
11
631EruoR ~W.
\\
Manutio u .1 hom alperlN
` \
t rit
p01). e,3
.Wto.260
rM,e ports Dodom, 8t
three
2.0' 'D SiSthread"nside re
t ssinti6atl.n
two 2' thre•tle0 plPBsmduted
Ewe ;S ..ed S NSF 5.1A ULJM151
At ll. t9Ba-zOM na6mN aMMx05
antl llSTM GI54 UV teaing
- --'
U$oa Min IAPMO P M
Two Drains in One!!!
�,,..,,..
With Sump(concrere pools,-
M odelk 32CDFIxx,c
-Mwa.-igelerm,nr,Wnergws moex02'2clulv...
LINE WHEN EMPTYING POOL 6"X6"TILE
TYPICAL WALL
SECTION 8t
INTERIOR
WELL POINT
GRATE SHALL
FINISH
(NO SCALE)
BE SECURED IN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
STEEL-TEX FORM
6" TYP.
R KRAFT WALL
FLOOR
#3 @ 12" O.C.B.W.
THREADE NOTE: FOR DEPTHS
PLUG REATER THAN 6' ADD 1-
#3 COVE BAR @ 6" O.C.
GRAVEL BED TO PUMP 10
18" MIN. /
-*-(ENTIRE PERIMETER)
W.L
�
-
SOIL
NI SOLD COPPER BOND
--
WIRE W/ APPR. CLAMPS
(ONE ON EACH sloe GP
_
8 GAUGE SOLID COPPER
POOL4TOTAL)
WIRE
EQUIPOTENTIAL BONDING GRID DETAIL
MINIMUM 18" MAXIMUM 24"
FROM EDGE OF POOL AROUND
PER N.E.C. 2014 SEC. 680.26
ENTIRE POOL PERIMETER
(WHERE ADOPTED)
BURIED 4" TO G" DEEP
FOOTER DETAIL
(4) A REBAR W/ M RESAR TIES 18" O.C.
16„
16"
NO SCALE
WATERLINE
BASIN
GRADE
1.S" OVERFLOW
24" TO FRENCH DRAIN
\/ O O O O
O t
E
g 4 3 2 1 1 1 13 1
O 8 7 8
EQUIPMENT LAYOUT
N.T.S.
LEGEND
1. 25" SPA JET RETURN
2.3" SPA MAIN DRAIN LINE
3. 2.5" SPA JET RETURN
4. 3" SPA MAIN DRAIN LINE
S. 2.5" POOL DRAIN LINE
6.3" POOL MAIN DRAIN LINE
7. 2" VACUUM LINE
B. 2.5" DRAIN FROM SPA
S. 2.5" SPA RETURN
10. 2.5" POOL RETURN LINE TO FIRST TEE
11. 3" WATERFALL SUCTION LINE
12.2.5" WATERFALL RETURN LINE
13. 3" BUBBLER SUCTION LINE
14. 2.5" BUBBLER RETURN LINE
FOOTER DETAIL
(2) #5 REBAR
12" O 0
12"
NO SCALE
SWIMOUTS
WHEN PROVIDED
SHALL BE AT 20" MAX.
BELOW THE
APPROVED WITH FBC 2014WATERLINE
20' max.
8"�
A. JANDY 2.0 V.S. JEP JET PUMP WIAPPR HAIR S, UNIT STRAINER
B. JANDY 2.0 V.S. JEP JET PUMP WIAPPR HAIR & LINT STRAINER
C. 1.5" TO WASTE OR TO GROUND
D. JANDY 2.0 V.S. JEP CIRC. PUMP WIAPPR HAIR & LINT STRAINER
E.VALVES(TYP)
F. JANDY CS 460 CARTRIDGE FILTER WIPRESSURE GAUGE AND AIR RELIEF VALVE
G. JANDY 400,000 BTU GAS HEATER W/ INTERNAL BY-PASS
H. JANDY JE 3000 TITANUM HEAT PUMP WITH INTERNAL BYPASS
I. JANDY "TRUE CLEAR" SALT SYSTEMS
J. JANDY 2.0 V.S. JEP WATERFALL PUMP WIAPPR HAIR & LINT STRAINER
K. JANDY 2.0 V.S. JEP BUBBLER PUMP W/APPR HAIR & LINT STRAINER
• APPROVED WITH THE 2017 FLORIDA
BUILDING CODE FOR RESIDENTIAL 6 h ED.
NOTE; CLEAN FILL COMPACTED
TO 95% MAX. DRY DENSITY
UNDER DECK ONLY
POOLBOND PB-2008
DECK
WATER
COPING
N_: REMOVE GRATE&
SAND SET TRAVERTINE
WELL POINT PLUG FROM MAIN
DECKING
DRAIN & ATTACH AUX. PUMP
LINE WHEN EMPTYING POOL
6"X6" TILE
SAVI NICHELESS
LED LIGHT
4"TISCK COCHINA BABE
4" MIN.
INTERIOR
GRATE SHALL
FINISH
TYPICAL WALL
NO NICHE 1" LIGHT
BE SECURED IN
SECTION & WELL POIN
PLACE SO
CONDUIT
THAT TOOLS
UNDERWATER
UNDERWATER
ARE REQUIRED
(NO SCALE)
LIGHT
SP 10-22 WALL FITTING
LIGHT- DETAIL
FOR REMOVAL
6" TYP.
STEEL-TEX FORM
OR KRAFT WALL
INSIDE PIPE
1.5" SCH 40 PVC (NO SCALE)
FLOOR
#3 @ 12" O.C.B.W.
SLEEVE
NOTE: FOR DEPTHS GREATER THAN 6'
THREADE
D 1- #3 COVE BAR @ 6" O.C.B.W.
POOL FINISH
PLUG
TO PUMP -1
GRAVEL BED
GRID
LOCATION OF
WATER BOND
LOCATE IN -FIELD
1 ROW OF WATERLINE
PAGE 2
JOB NAME: CESPEDES
ADDRESS: 16675 C24 CANAL ROAD
PERMIT O.:
DATE DRAWN: AUGUST 24, 2018
DRAWN BY: TRAVIS LEONARD
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
SCALE: 114" = 1'
RAY REINHARD
GPE # 47041
1010 EASTER LILLY LANE
R4 1
4UNIT 203 VERO BEACH 32963
3,-8,.
�..-...�
'41/s" THICK
R
_
#3 STEEL @ 12" O/C E.W.
8'
LIGH
WALL$
FLOOR SLOPIELBE
SHALL
NOT
R.G9_R_SLOPES sXA4L
6" THICK
SLOPE
F�BILYUNIFORM AND
GREATER
OMPLr Yn7HnRGC & 1
THAN 11"
mRDI a_
CYCOLAC MAIN DRAT
54'
3'
J�E SLOPE �F THE AQ31t_FIjO@
THE WALLL ENOWAIL
TOWARDS -THE EP AREA SWILL
NOT EI(
57'
RAY REINHARD
PE # 47041
TYPICAL SECTION TH-RU POOL
1010 EAATER DILLY LN.
-
(NO SCALE)
v�n�n�•J+1, r, "wnwn