HomeMy WebLinkAboutPOOL PLANS1
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PSI
7
an
441
13
RI
ell
B
10
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111
RMe,n Plew Patel
FOR AND THE
r-�,1JQt DETAIL SUCTION1DENTIAL ENTRAPMENT AVOIDANCE APuaIaAPSP /2000 FOR
YFRb4'S.D MAIN N 1 DRAI
RRAMES LID ihNA'CIL4 NA'it
I.a.I,ASM9111 a. •a.a o MINIMUM -(2)_SUCTION LINES P.ER.PUMP.1
FT, SEPARATION OR SEPARATE PLANES
• 3F' MIN �._
2" •
RETURN "
LINE TO
FIRST TEE
2.5" SUCTION LINE
MAX 117 G.P.M TO FILTRATION PUMP
1i3,-PLSUMP G LINES FROM
W1 all TOO
0 FPS MAX
33 ft. 8 in.
Of 1
BURIED POWER LINES
23 ft. 6 in.
SPA DETAIL APPROVED ENTALa MID
HE
- SUCTION INTRAPME
alltl'R(Frll, MAa\ I1I1lI11 kRAM11i'NXND GR:A'1'&R
all, A G.R.,Asnn rl pz.MJAzxm
LNBLOG,KAkI,E CHANNEL D,Rgl�11_
• • 1
2 5" SUCTION LLINE MAX 117 G P M
*6" +12"
- [ �.
16 ft"--- � H ri'' [ril IR
Q COLOR LED STEP
4X8BULLNUBE
BRICK COPING
TILED
TRAVERTINE (:
BY AI POOLS
BENCH
E
SPILLWAr
ap
V E
5' DEEP
P/�
I'� R
'"
,E 3.5' QEEP
PATIO
am
Ali
r
COLOR
42 ft. 6 in.
I_ SKIMMER
LED
LIGHT VAC TILED STEP EDGES
P42006 FOR
'ANCE
BULL NOSE SPA WALL
SPA bETA-L. BRICICGCPIr;�'}
---- SECTION.
61l TILE g,.X6"' TILE (No SCALE)
(1)CHANNEL SPA BENCH'
•
DRAIN AND 18" BELOVh� PAVER POOL PATIO
GRATE SHALL WATER LINE
@E BECUlRffC
IN PLACE SO 4 112" TYP.
THAT TOOLS WALL
ARE TEEL-TEX FORM
RE TYP'
FO R KRAFT WALL
FO F6'LOOOR
RE OVAL
VA-k----'. _ P1 012" O.CO.W.
v, SU MA% 1511 GEP.M PUMP
TO FILTRATION PUMP
25' RETURN LINE TO H
FIRST TEE 21" 1 TO SPA°,y,
3 2 " Channel Drain Fist Grate
Antl-Entrapment Suction Outlet Cover
and Three-Pbrt Manufactured Sump -�
VGs $L'rle5
n il el 1, P ntrr a x x , w
P"4ur1 yxx,.nlfax"rl Snee!
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i i
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r
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Two Drains in Une!!I
GAVEL BED
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x
v
VSFHP1.0 PERFORMANCE CURVES
(D R
z
DOOR AND WINDOW ALARMS
POOL BARRIER PER FRC 4101.17.41.1.17.3 AND ANSIINSPI.S-1996
SAFETY BARRIER PER FRC 4101.17-4101,17.1.15 & ASTM5034-95,
ASTM D3787.89, ASTM 653.96
I
00
one FILTRATION PUMP
70
wu
U. DSO
a,
a "°"sei IPIORFM
Uj
"."
4 r I000IPM.
y A0 FILTRA ION
it I73o RVM PUMP HIGH
too I SPEED
H- 0 10 20 10 46 s4 do 70 00 f0 100 lid $l 180 140 ISO to Ile ISO its a00
FILTRATION , I FLOW GPM
PUMP LOW
SPEED
10" MIN.
ENTIRE PERIMETERI��
PAVER DECK OR CONR CON 1
48 SOLID COPPER --. �._.__. -_. ._)1_'� SOIL
BONG WIRE W1 -___��
APPN. OLAI4FS '- --._
(ONE ON EACH - --- 6 GAUGE SOLID COPPER WAR
SIDE OF POOL 4
TOTAL)
EQUpOTMVIA1,-8 NQjN,(5 RIi?_RETA16 MINIMUM 10" FROM EDGBOP
POCL AROUND ENTIRE POOL
PER N.E.C. 200E SEC. 680,26 PERIPAE7 ER BURIED 4'T08'
HERE ADOPTEOI DEEP
lll
SWIMOUTS WHEN Pl IOfiD
- SHALL BEAT 20"
MAX. BELOW THE
WATERLINE
T-H
18"
N,T.S.
Per F.B.C. 2010 AND ANSIINSPI-5-2003
MI^BC NOTES
1. ALL STEPS AND .SWIMOUT BENCH
EOGBS WILL HAVE 2M CAPTILE
BORCER OF OPPOSITE COLOR of
GEM FINISH FOR VIS'IBILTY
2. HAND HOLD TO BE INSTALLED AT
ARE WHERE DECK RAISED.6" 1
ABOVE POOL
rrl)l. w"w r.
48" MAx1
WATER I.1o" III
PT H DE
11
N.T.S.
+6"
3 ft„ 6 in.,
CR
Q�
ll\
SBGROUNOWIRE HA NDRAIL BLINDING De To
WHERE APPLICABLE
p, a PER NATIONAL ELECTRIC,
STFS CODE
ErnEerDITAL
i, IREAD 16 MIN. OF 1C"WI
2, REAYBR T EXCEPT IF
RISER NOT B THAN USED
MORE THAN (31 TREADS ARE USED.
3ALL 9TEP9 TO BE SOLID OUNnE 4000 P51.
EQUIPMENT
PAD
E PER FBC
G: 4101.22(9.2)
APPROVED WITH THE 2010 FLORIDA BUILDING
CODE FOR RESIDENTIAL
SPECIFICATIONS
MAX. WIDTH 10.5' _ MAX. LENGTH27'
MIN. DEPTH 3,5' MAX. DEPTH _ 1i,5'
SHAPE CUST ELEVAT14N T.B.b
FILL FROM EXCAVATION HAUL
TILE INTERIOR FINISH GEM FILTER CS200
PUMP MAKE PER FBC.4101.20
PUMP HP: POOLFLOPROVARIABLESPAPHPM2.0H.P,
FILTRATION PUMP 604PLIA47WITNANSi,4PSPIICC-152019
LIGHTS POOL CLR LED SPA 1 CLR LED
TkNFow: POOL 300 WATT SPA 100 WATT
MAIN DRAIN: POOL 1 SPA 1
SKIMMER (1) _ __
RETURNS. POOL 3 SPA- 2
JETS POOL SPA 6
VALVED VAC LINE INCL FILL LINE _ Ill
DISCHARGE LINE TO GROUND
CHLORINATOR FUSION Ill -1
HANDRAIL _'_NA LADDER NA
HEATER EXISTING -,GAS HEATER -
VACUUM HEAD INCL POLE INCL
VACUUM HOSE INCL BRUSH INCL__
LEAF SKIMMER INCL TEST KIT INCL_
TREE I STUMP REMOVAL NA _
REMOVE EXISITING CONCRETE NA
PUMP PCYf1L PATIO NA
-------
SCREEN ENCLOSURE NA -
ELECTRICAL HOMEOWNER
POOL PATIO PAVERS -
EXISTING PATIO THIN SET PAVERS
DECK DRAIN INSTALL NEW -
GALLON CAPACITY -POOL 14,99-2 GAL.__ - -
GALLON CAPACITY -SPA Ill10 GAL.
TURN -OVER RATE 8 his AUTOMATIC
TERMITE TREAT INC BARRIER COVERS
MAx. WATER440CITY -6 ft.ls FROM TR0 K LINES
TO-8 ft-Is SUCTION LINES, -10fps MAX RET„VRN.L INt
SKIMMER -MIN. FLOW 25_GPM
S_URFACEAREA OF POOL-31S_SC3 F-i 8tS LM FT
JOB NAME: SPEC RESIDENCE
E
ADDRESS: 7433 LAURELS PLACE
PERMITNO.; � �_-
DATE DRAWN: DECSMBER 20, 2014
DRAWN BY: TRAVI LEONARD
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
SCALE: 1/4" = 1'
RAY RE N_�HARL
PE # 47041
398 Farleys Court
Q_ Vero Beach, FL 32961
Gl\C CONCRETE
>r
POOLS, INC.
GENERAL NOTES:
1. SWIMMING POOL CONSTRUCTION TO COMPLY WFLA. BLDG. CODE AND
WITH ALL LOCAL ORDINANCES AND ZONING REGULATIONS.
2. SWIMMING POOL TO BEAR ON ROCK OR UNDISTURBED SAND. ALL WALLS
AND FLOORS SHALL BE GUNITED OR POURED IN -PLACE CONCRETE Wl
MINIMUM 3,000 P.S.I. CONCRETE (1-M 28 DAYS) COMPRESSIVE STRENGTH.
3. ENGINEER SHALL BE NOTIFIED IF SOIL BEARING LESS THAN 2500 P.S,F„ OR
MUCK, SILT OR LOOSE, SOFT $OIL IS FOUND. A SOIL BEARING CAPACITY OF
2,600 P.S.F. HAS BEEN USED IN THE DESIGN,
4. REINFORCING BARS SHALL BE NEW BILLET, GRADE 40.
6. ALL POOL PIPING TO BE fall SCHEDULE 40 MIN. AND BEAR THE N.S.F.
APPROVAL.
6. BACK -WASH SHALL BE IN COMPLIANCE WITH LOCAL ORDINANCES.
7. DISPOSAL OF POOL WATER SHALL CONFORM TO LOCAL ORDINANCES.
SURFACE GRADING SHALL CONTAIN WATER WITHIN PROPERTY LINES.
PONDING SHALL NOT PERSIST FOR MORE THAN ONE HOUR,
B. WATER SUPPLY & DISPOSAL SHALL BE INSTALLED SO THAT THERE IS NO
CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL
SYSTEM.
S. GRATE AT MAIN DRAIN SHALL HAVE A FREE AREA OF 4X THE AREA OF THE
SUCTION LINE
10. HAIR & LINT STRAINERS SHALL HAVE A REMOVABLE SCREEN Wl A
MINIMUM FREE AREA OF 3X THE AREA OF THE SUCTION LINE.
11. ELECTRICAL: INSTALL WIRING & DEVICES AS SHOWN IN "POOL DATA"
HEREON, LIGHT CONNECTION TO CONFORM TO NATIONAL ELECTRICAL CODE -
LATEST EDITION.
12. ALL METALLIC CONDUITS, PIPING SYSTEMS, REINFORCED STEEL, LIGHT
FIXTURES & HOUSING, METAL PARTS OF LADDERS„ HANDRAILS, DIVING
BOARDS & SUPPORTS TO BE BONDED TOGETHER & GROUNDED TO A
COMMON GROUND. BONDING CONDUCTOR SHALL NOT BE SMALLER THAN #8
COPPER.
13. NO OVERHEAD OPEN WIRE OVER POOL WATER.
14. CARTRIDGE FILTER SHALL HAVE A FILTRATION RATE NOT TO EXCEED 3
. . f S.F. OF FILTER AREA. NO BA K- H REQUIRED. GPM ERA C WAS RED.
16, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE
BEFORE STARTING THE PROJECT. CONTRACTOR SHALL VERIFY LOCATION OF
ELECTRICAL SERVICE BY RIDAL, COMPANY.
16. SPECIAL ATTENTION SHALL BE GIVEN TO EXISTING FOUNDATION TO
PREVENT UNDERMINING.
RIDING SCHEMATIC MUST HOLD36PSIFORAT
V ✓ EAST70MIN.
t SC ALE - -
4 +0 1
NOTE:POOL PUMP MOTOR LOCATED ABOVE
TRICALIZARBAMANt)4EI GRADE. PROVIDE SEPARATE ciRcunNOR
V P SNEL n AN
4 T667 UM',07 RS DH
{)
O PATIO
PO L
µ
1/41,PERFIT.8OPE
/� : REMOVE OR
'TE. OPIATE
G.1
1ROWOFWATERLINETLE
-.
,.
U SSUR.-.
GAUGE.
_EA204 PUMP I, ETC
EAT@R E
1 S3
(NO SCALE)
RAIN nbnT 9uTDOOR NOTE:INSTALL125V16
ELECTRICAL PANEL AMP WEATHERPROOF
'
WATER LEY L
.-
�
'�'_^�-' --�"_
-`�
r
WELL F'�OINi PLUG FROM MAIN`
DRAIN S ATTACH AUX, PUMP
L11I1WHENEMPTVINGPOOL„/6"X6"TILE\ Jai{` ^
-_----
E'�FI(` ryy
-„��. L..,_. ��..._....-,.,_.,,.._�.--.W._.._.....--
5� WATERLINE
1
' - 41/2"THICK
FILTER
RETURN LINE
(SIZED PER LOAD) DUPLEX RECEPTACLE AT
TO MAIN SERVICE PANEL IN
APPROVE ONDUIT (SIZED
PERLtaAO) « --•-- OUTLET NOT MORE THAN 20D
00
r
FROM
POWER
1" LIGHT
P PO PATIO
AVER P TIO
GRATE SHALL FIN HIOR TYP�CAL W LL
1' R -.-�J 1P
_ ___ LIGHT
STEEL 12" OIC E.W. C 5.5'
"
WALLS
SHALL
TDOOR TIME-Ct,rLCXFROMTHE.1 8II E WALL
wIRAPGav�acarLoulilN -
'S OF THE POOL'
-
g
SUPPLY
CONDUIT
UNDERWAIE_R.
BE SECURED IN SECTION &---�
FLOOR___'--`-'--
FASLOPE
6" THICK
sLDPE-"H L�LE� ""'
NOT
SLOPE
WASTE PUMP
PUMP
MOTOR
UL APPROVED DEOH BOX
UNDER :
LIGHT
(�
LIGHT DETAIL_
- INC SCALE)
PLACE SO
THAT TOOLS i"\ WELL_P41NT
ARE REQUIRED , (NO SCALE)
g€nn6QN(OLvuwFORMANO
cgMpl[yjTH_ARILLES s.61
-
THRU 0.0.3
GREATER
THAN 71`
3KIMME�
FOR DIRECT CONNECTION- Rorfis
TO WET NICHE
Y
`-�
APPROVED
FOR REMOVAL STEEL-TEX FORM
CYCOLAC MAIN DRAIN
MAIN
LIEAST 5' FROM HE INSIDE WA.EL AND LLdUST BE AT OF THE POOL
GROUND CLAMP
���ryryryR KRAFT WALL
23 - 4'
TFIfi OF THE
(2) DRAIN�J
MIN. TAPART `
(23 ALL ELECTRICAL WIRING AND EQUIPMENT
N
#3
SLOPE FLOOR F13Qj1
7HESHALLOW@NDWAU
POOL LI HT SNITCH MUST INSTALLED IN ACCORDANCE WITH THE
UNDERWATER EnHERINDOOR oR 2005 EDITION of THE NATIONAL ELECTRICAL
CONTINUOUS BOND WIRE--
12"O.G.B.W.
'
s NOTE: FOR DEPTHS
TOWARDS THE DEEPAREA BHALL
N T $QED 1 FOQTJN 7 PQQl
�-M 27
5
LIGHT OUTDOOR CODE
I
'
COMMON 70 POOL STEEL,
THREADED- .� REATER THAN W ADD 1-
HAIR &LINT
APPROVED WIRING IN 1"
SCH 40 W1 As (31 PROVIDE PROPER WORKING fiLEARANOE
POOL FINISH
RAILS & EQUIPMENT
PLUG
.... #3 COVE BAR 6" O.C.
TYPICAL SEC.TION..1"I°FRU_PQOL
CATCHER
Ill
SONOING CONDUCTOR SPACES FOR ELECTRICAL EQUIPMENT AS PER
HO.26 Or NFPA 70
+=.
TO PUMP-,---IP
(NO SCALE)
(COMPONENT OF PUMP)
GRAVEL BED
THESE PLANS AND ALL PROPOSED WO
ARE SUBJECT'f0 ANY CORSECTIOPIS
ORS -I
Rk'OUIREp BY F,DSC
MAY BE NECES1AW`( 1N ORDER TO
COMPLY WITH ALL APPLICABLE CODES
rs y
imr.ScPLANS HAVE1.l REVIEWED
IN 90011 D:. IME WITH THE FLORIDA
BUILDING CODE,
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COM CE
REVIEWED BY
DATE
PLANS AND PER I
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
SCANNED
BY
St. Lucie County