HomeMy WebLinkAboutpool plani
UIKCV I Ivrva
MIDWAY EAST TO INDIAN
RIVER DRIVE NORTH
CONCEALED FASTENEM OR ATTACHMENTS
ARE THE RESPON81B M OF THE
UTRACTOR OF RECORD
HESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
,^S MAY BE NECESSARY IN ORDER:TO
COMPLY WITH ALL AP9UCABLE' CODE$:
ST. LUCTH' CnL1TV RIF17TITVG T1ngSIONT
RF,ViFRr:DFOR MPLIANCE
REVILIVED $$Yi Q kL CvAkj
DATE_ii
PLANS AND PERMIT MUST BE KEPT O\ JOB
OP NO LNSPECT1ON 1VILL JJE lI A17y.
18" MIN.
SOIL
D.6
AAP
GAUGE SOLID COPPER
H
WIRE
4
EQUIPOTENTIAL B. _NDINO GRID,DETAIL
MINIMUM 18" FROM EDGE
OF POOL AROUND ENTIRE
PER N.E.C. 2011 SEC. 680.26
POOL PERIMETER BURIED
(WHEREADOPTED)
4"T0S" DEEP
IMwgTd61W YRN1w VGB
640-ISXXV
I'RSIMTER.DKIA."...
wFNlway.IlPmW...EmmpNP Rei Msc .I. vPmI
IImRwLxd.AE sIMW. iSb3W0wMfi.N
AIAA
Ia UNn.H"WbAA MEA11219b U'.WL.1E
HOK
MCPSEMIXa.iMApX¢1OT 1. CeMe1 G(.UnawwHe.'-
19A E.NnpIBIHI9hwpY.EVIb1049ny G93931-6119.
�.
Yinmq.1110ROW-UAL AA.n. .",
O MIM ■ MTL O G.n ®DMEG, D NM96
SAMEN
.wwMNwwMRXMw.NMAa'mwl"° wpyw.www.w.w.m...W Wwwwww.
'w_ WFF'„,PA_RA ,s.Ywll�ld" .Mwuw.msw6wy.wvw9w..wwr®..�
wwMM.rlw_ww..._WNw,HI„.
.::.^" ANmN::MI"AMw.x,auenWiMN.6DH,M4..EVMHroFiWiNmµ,...w l.am.
MAX..IW.
w
�. W t � ON NGW.O W .Lm.
Mo-I6]xv mw in.e ID W
+nD mUeMr.HwwD.„
RD3,D EE.E�N.�IA.
:- 410122ermay
SWIMOUTS
WHEN PROVIDED
SHALL BE AT 20" MAX.
BELOW THE
WATERLINE
20' max.
18
N.T.S.
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER = 4" THICK WALLS WINS REBAR @ 12" O.C. EACH WAY
3' TO 6' = 6" THICK WALLS WM3 REBAR @ 12" O.C. EACH WAY
0' TO 3' = 8" THICK WALLS WMS REBAR @ 12" O.C. EACH WAY
9ft I
3
i
i
0
WIC
i is
W
EXCAVATION INTO THE ANGLE OF REP&E 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 C.O. OF THE SWIMMING POOL
41011WMv1EM6o.]909ap WtOM4G9MD.MF5518W .M.ryN.bM1M(.um.w.w.wlvubt.PLL'A^
A-.
rlru��a a�.nelvuy I w
- --_- _. _
- - - -_ MIN.
ELECTRICAL DIAGRAM AND GFI
(NO SCALE)
OUTLET PER 2011 NEC
-
(NO SCALE)
RETURN LINE
2)SEPARATE
)RAINS 36"
FILTER
HAIR & LIN'
CATCHER
(COMPONENT OF
MAIN SERVICE PANEL IN
PUMP WIRING TO POOL LIGHT
APPROVED CONDUIT
UL APPROVED DECK BOX
4' ALUMINUM f
RAIL FENCE 60 /
LN FT WITH 2 "
GATES
i
f
f
i
f
•/ R
I
t1�EEeetl& W DEEF
I
I
Off- R
• OC
VAC LINE
FAR g�OEN
AS
f
TILED STEP
EDGES -
5ft. \ 3.5' DEEP
►oJ
DETACHED
GARAGE
6 ft. 4
OWNER TO REMOVE
DECO DRAIN EXISTING PAVERS
P1/1/l11 V
NOTE: POOL PUMP MOTOR LOCATED ABOVE
GRADE. PROVIDE SEPARATE CIRCUIT FOR
PUMP MOTORIS)AND HEATER(S) ETC
RAINTIGHT OUTDOOR NOTE: INSTALL I.26V 15
ELECTRICAL PANEL AMP WEATHERPROOF
(SUED PER LOAD) DUPLEX RECEPTACLE Al
G.F.1 LEAST 10' AWAY AND
ouTLET NOT MORE THAN 20'
477T
000R nMec L)cHFROM TH HEPO EWALL
�y� \ OF THE POOL
P \I/ PUMP
MOTOR
1 FORTCONNECTIO NOTES:
TO 'E WET NICHE
1) POOL PANEL AND SWITCHES MUST BE AT
LEAST 6'FROM THE INSIDE WALL OF THE POOL
(2) ALL ELECTRICAL WIRING AND EQUIPMENT
POOLLI HTSWITCH•
\
MUST INSTALLED IN ACCORDANCE WITH THE
UNDERWATER EITHER INDOOR OR
2008 EDITION OF THE NATIONAL ELECTRICAL
LIGHT OUTDOOR
CODE
APPROVED WIRING 1"
(3) PROVIDE PROPER WORKING CLEARANCE
SCH 40 PVC
OR
BONDING CONDUCTOR
SPACES FOR ELECTRICAL EQUIPMENT AS PER
HO.26 OF NFPA 70
DOOR AND WINDOW
ALARMS BY OWNER
POOL BARRIER PER FRC R4501.17.1-
R4501.17.3 AND ANSUNSPI-5-1995
SAFETY BARRIER PER FRC R4501.17.1-
R4501.17.3 & ASTM5034-95, ASTM D3787-
89, ASTM 653-96
WATER LEV€L
g w
2 co
f
NDERWATE
I Lour
POOL
ti 0
AF .�
• r�,•
8
1
VS-FHPI.0 PERFORMANCE CURVES
KID
Q
a
=
a
FILTRATION PUMP
O
�
A
W
LL
a
7450 RPM
a
W
=
40
70
2750
Z1---RPM
FILT TIO
Q»
N PUMP
1730 RPM
10
HIGH
I
SPEED
0
F-
0 10 a a
a a a a a 1a 110 120 130 1a ISO1a 170 1a 1a 2a
FILT RATI
FLOW GPM
ON PUMP
LOW
SPEED
MISC._NOTES
1. ALL STEPS AND SWIMOUT BENCH
EDGES WILL HAVE 2X6 CAPTILE
BORDER OF OPPOSITE COLOR OF GEM
j
FINISH FOR VISIBILITY
2. HAND HOLD TO BE INSTALLED AT ARE
WHERE DECK RAISED MB"
ABOVE POOL
N8 GROUND WIRE
r
HANDRAIL BONDING DETAIL
♦
WHERE APPLICABLE
48" MAX
STEPS PER
NATIONAL ELECTRICAL CODE
WATER
-- -- -
DEPTH F70" MIN.
T
1. TREAD IS MIN. OF 10" WIDE.
12"
2. RISER NOT GREATER THAN 12" EXCEPT IF
MIT
c
MORE THAN (3) TREADS ARE USED.
3. ALL STEPS TO BE SOLID GUNITE'No PSI.
N.T.S.
POOLDETAIL
LPPROVED MAIN IT/
'TRAMF.S AND GRATI S PER
V.G.B. ASME/ANSI 11 .IA8360
2.5" RETURN
LINE TO
FIRST TEE
PROVED WITH THE 2014 FLORIDA BUILDING COL
FOR RESIDENTIAL AND THE ANSI/APSP-72W6 FOR
SUCTION ENTRAPMENT AVOIDANCE
MINIMUM (2) SUCTION LINES PER PUMP 3
FT. SEPARATION OR SEPARATE PLANES
3" PLUMBING LINES FROM
SUMP W/3" TEE
2.5" SUCTION LINE
MAX117GPM. TOFILTRATIONPUMP 6FP5 MAX
114" PER FT. SLOPE
POOL PATIO _ - NOTE REMOVE GRATER BRICK PAVER
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUX. PUMP -
LINE WHEN EMPTYING POOL N V
6"X6" TILE c N2
FROM
POWER INTERIOR PAVER PO PATIO
1" LIGHT SUPPLY GRATE SHALL FINISH TYPICAL WALL
CONDUIT
NO UNDERWATER
NICHE LIGHTDETAIL
(NO SCALE)
✓APPROVED
GROUND CLAMP
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL,
RAILS & EQUIPMENT
BE SECURED IN
SECTION HF
PLACE SO
WELL POINT
THAT TOOLS
NO SCALE)
ARE REQUIRED
FOR REMOVAL
STEEL-TEX FORM
R KRAFT WALL
#3 @ 12" O.C.B.W.
NOTE: FOR DEPTHS
THREADS
REATER THAN 6' ADD 1-
PLUG
#3 COVE BAR @ 6" O.C.
UMP
TO P
GRAVEL BED
SELF LATCHING
SELF CLOSING
GATES WITH
LATCHES 54" HIGH
R 3.5'
FLOOR SLOPE
FLOOR SLOPES SHALL BE
REASONABLY UNIFORM AND
COMPLY WITH ARTICLES 5.6.1
THRU 5.6.3
FILE,, CON
IF APPROVED WITH THE 2014 FLORIDA BUILDING CODE
5T" EDITION FOR RESIDENTIAL
SPECIFICATIONS
MAX. WIDTH 13' MAX. LENGTH 24'
MIN. DEPTH 3.5' MAX. DEPTH 5'
SHAPE CUST ELEVATION T.B.D
FILL FROM EXCAVATION HAUL
TILE INTERIOR FINISH GEM FILTER CS200
PUMP MAKE PER FBC 4501.20 JANDY
PUMP HP: POOL 1 HP VS FLO PRO SPA NA
FILTRATION PUMP COMPLIANT MTN ANSIIAPSPIICC-15 2011
LIGHTS POOL 1CLR LED SPA NA
TRNFORM: POOL 300 WATT SPA NA
MAIN DRAIN: POOL 2 SPA NA
SKIMMER
(1) TIMER
..._INCL _
RETURNS: POOL 3 SPA NA
JETS: POOL SPA NA
VALVED VAC LINE INCL FILL LINE NA_
DISCHARGE LINE TO GROUND
_
CHLORINATO_R__JANDY TRU CLEAR SALT
HANDRAIL NA LADDER NA
DIVING BOARD NA SLIDE NA
HEATER SOLAR HEATING BY TRYON
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 POOL PATIO INCL
SCREEN ENCLOSURE NA
ELECTRICAL INCL
_
POOL PATIO BRICK PAVER
EXISTING PATIO NA
DECK 15-FiA *11 NC
GALLON CAPACITY -POOL 8300GAL.
GALLON CAPACITY -SPA NA
TURN -OVER RATE 6 hrs
TERMITE TREAT INC BARRIER INC
MAX. WATER VELOCITY - 6 ftJs FROM TRUNK LINES
TO 8 ft /s SUCTION LINES, I0fps MAX RETURN LINE
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL - 262SQ. FT 63LN FT
OExEMt NOTES:
1.EW@1MHo PGOLCON URECTI G TDCowLI VAIu ....... WBN ALLLacaLOREA. .. AND
MX6.
1. SHIMMING POOL i0 MAN ON ROCK OR UNDIMMED BAND ALL WALL&AND FLODR9SHALL BE GUNIIED
OR POURED HFV.CE GONCRETEW AYNIMUM].WO PS CONCRETE I@]e OAYBICOM11RE56 VE61RENOtM.
x EYo¢E.R¢XAUBEW, WSO40F RWOttl¢TNNMW� NFL MUG SLTORLOOSE. 506Tw1L
$SOM1SOFA �LDAPACAC ... ..
41�POp.P lttlEPvc WASHABLE AS M. AND BEAR ME NSF APPRI
0. SACKMABMSXALLSEMWNIMNCE IMXLOCALOPONNWPe.
]. BIRACIAL OF POOL WATEDU HAM CONFORM TO LOCAL ORDINANCES. SURFACE GRADING SMALL CONTAIN
WATER LMTHW PROPERTY LWES. FORGING SHALL ACT PERSIST FOR MORE MAN ONE MOM
S. WATER SUPPLY& DISPOSAL SHALL BE INSTALLED SO MATTRESS AN WCRO&ECONNECTRON LARVA
I.AMEN WgTEl1 SMAKICR WgTERO1BAC5pL RP..
B, CANTE AT MAd DRAIN SHALL HAVE A PHASE A. IAI ME AREA OF ME SUCTION LIRE
10. HAM ¢IINLSMAINERB SMptE HAVE A REMOVpBLEStltEEN WIP MINIMVMPRE F AREA OF ]A ME AREA OF
MFMCT.N IM.
11. ELECTRICAL: I MINM WIRING A DEVICES AS SHOWN IN 'POOL DATA' MASON. LIGHT CONNECTION TO
CONFORM TO NATYUNAL ELECTMCALCOOS. LATEST NOTICE
W ALL MELADDE COXDUIR.PV WO BBS WARFARE
REMFORCW STEEL. LMMTFMML.E6 H S&CAD NOES
PARR OF LADDERS HANDN ISUPWRRTOBE MOETIE0.IGIMUXOEO TOA
COMMON GROYHO BONDINGCONWCTOR&MALL NOTBE9NALLER MANM COFFEE.
CONDUCTOR SHALL AMAC
1S NOOVERHEAD OPEN WIRE OVER POOL WATER
1F CARTRIDNEFLTER SMALL HAVEgFLT MRATENWT EMCEED]DPGIEFOFRLMRAR W
BACK4VASX WARMING,
16. Cp CMASI VFAFYALLOIMENSKIMSAWCMIMT ATSLLE56OI.STARTWOMEPROhCT.
CONTRACT UR SHALL V ERIFY LOCATION OF ELECT W CLL EMBLEM BY FD LL COMPANY.
16 SPECIAL ATRNTgX SHALL BE OWEN TO EJ{ STIR FW WATpX TO PREVENTUNDERM H NO
JOB NAME: MEIER
ADDRESS: 3909 S. INDIAN RIVER DR FT.
PIERCE FL 34982
PERMIT NO.:
DATE DRAWN: DECEMBER 15TH 2O16
DRAWN BY: BOBBY AUSTIN
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
SCALE: 1/4" = 1' RAY REINHARD
PE # 47041
1010 Easter Lilly Lane
Unit 203
G
Vero Beach, FL 32963
CONCRETE
POOLS, INC.
1 ROW OF WATERLINE
@ 12" O/C E.W.
21'
5T6" TI
::0LAC MAIN DRAINJI
3'
THE DEEP AREA SHALL
EED 1 FOOT IN 7 FOOT 24'
TYPICAL SECTION THRU POOL
(NO SCALE)
WALLS
SHALL
NOT
SLOPE
GREATER
THAN 11'