HomeMy WebLinkAboutPOOL SPECIFICATIONS40 ft. 2 in.
+12" +6" 0"
28 ft.
.tn N
+6"
1.
rn C
V / n
>r
'D 3.5' DEEP
COLOR LED
\ r VAC UNd
N TILED STEP R
EDGES
1.5"
'I LE COPY 9ft.
12' FASCIA
HEIGHT
TRUSSED ROOF PATIO
LEAVE SIDE LEAVE EXISTING
SCREEN SECTION PAVERS IN PLACE
IN PLACE
ST. LUCIE COUNTY BUILDINGIO u
REVIEWED FOR COMPLIANCF,f.'
PLANS AND PERMIT MUST BE Kp."N JOB
SITE OR NO INSPECTION(S) WrCL BE MADE
TILED BENCH
EDGE
5.5' DEEP
2❑" COLOR LED
FILE COPY
AND ALL PROPOSED WORK
TO ANY CORRECTIONS
FIELD INSPECTORS THAT
SHRUB
RELOCATION BY
OWNER.
LH
r`
x
N ..
3 ft..2 in.
10' FASCIA - - -
HEIGHT
DOOR AND WINDOW
ALARMS BY OWNER
POOL BARRIER PER FRC R4501.17.1-
R4501.17.3 AND ANSIINSPI-5-1995
SAFETY BARRIER PER FRC R4501.17.1-
R4501.17.3 & ASTM5034-95, ASTM D3787-
89, ASTM 653-96
VS-FHP1.0 PERFORMANCE CURVES
POOLBOND PB-2008
WATER
DECK
FILE Couu, v NG WIRE
GRID
_LOCATION OF
WATER BOND
• APPROVED WITH THE 2017 FLORIDA BUILDING CODE
6TH EDITION FOR RESIDENTIAL
SPECIFICATIONS
MAX. WIDTH 157' MAX. LENGTH 28'
MIN. DEPTH 3.5' MAX. DEPTH 5.5'
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 WITH ANSUAPSP11CC-15 2011
LIGHTS POOL 2CLR 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
CHLORINATOR JANDY TRU CLEAR SALT
HANDRAIL NA LADDER NA
DIVING BOARD NA SLIDE NA
HEATER AQUACAL T115 HEAT PUMP
VACUUM HEAD INCL POLE INCL
VACUUM HOSE INCL BRUSH INCL
LEAFSKIMMER INCL TEST KIT INCL
EE_
TR/ STUMP REMOVAL NA
REMOVE EXISITING CONCRETE NA _
SCREEN ENCLOSURE BY PIONEER
ELECTRICAL INCL
POOL PATIO CONCRETE FLOCRETE
EXISTING PATIO LEAVE IN PLACE
DECK DRAIN INC
GALLON CAPACITY -POOL 12,400GAL.
GALLON CAPACITY -SPA NA
TURN -OVER RATE 6 hrs
TERMITE TREAT INC BARRIER INC
MAX. WATER VELOCITY- 5 ftJs FROM TRUNK LINES
TO 8 ft./s SUCTION LINES. 10fos MAX RETURN LINE
SKIMMER MIN. FLOW MGM
SURFACE AREA OF POOL -369SQ. FT 82LN FT
AREARALNDTI
v MARINES POOL CONSTRUCTION TO CORMLY W,"A GLOBCODE AND GUN AILLaN ORMUNSIMS RED
ZONINORFGU E.,
GRAMMINO POOL TO BEAR ON ROCK OR UNO]NRM SAND. ALL WALLS AND ROOM SHALL BE BUNGED
OR POURm INYLACE CONCRETE WI MNIMUMTAR P P.S.I. CONCRETE 1@280AYSI COMPRESSIVE STRENGTH.
3.ENONEER SMALL HORNED IF COL-` SG IP%THAN I888 P.SF., ON MGOL HALT OR LOOBE, SOFT BOIL
IS FWXp. P SOIL MARINO CAPACITY 12,500 T,MA.xASGEEx OemwTHE OESIGx.
A RLL POOL IPSOT BEE'HALL BE NEW BULET. WNOEM.
1.A ALL
IMALL BE P.V.GPLIANCELV W TRIM LOCAND L
R THE NEGES, s.F.APPRWAL
B7. MPOWASXSHALL BE W COMPLIANCEVANTO LOCALO ORDINANCES.
WANE GRIFINPGAL OF OOLWAMR YLINES ALLCONFORMTO LOCAL FOR
THACE N ONE
SMILLCOXTpIN
WANE WIMW PROPERTY LINES . MNBSMALL NOT PTHAT T E R MORE ARMS CE N
8.WATERSwPLY oupP AMHSTE 0Ebl8TALLm60 THAT THERE MNOCRp3scoxxECTON IMFxq
S.GRATE
DOMESTIC AT WLRSTERON
SUPPLY ALL. ONPoSAREA OF M.
1. N.. ..S ANDAREDRAIN S.A.NAVEA A REUOU OF 4x THEAREAVBA OFTHESUCTIIS 'ME
ON
10. MOTIOINTSTRgWERa MAHAVER REMWgBLEBCREEN WIA MNIHLMFpEEg1.A OF>x THE AREA OF
ME LECTMN USE.
1LELECM TO
I N:WSTALL PRESS EMNSI80EVICES g3SXDWNIN TION. OATq-HEREON. LIONTCOHHECIKKI TO
.GNFORMTONATMML M.MING COGS. IEST EDIANDSH
PAM MEFAwcCOHONDR PwwSUSIGBO RMEWFORcmc To LAST RANGES
TOE3S M&AR MEFu
COMM OF ROUND. SXEMSCG°VINOBOARDS 6 TBESMALTOBE AN ES CTWEMEA aGRWNOm To
COMMON GROUND. MMIN CONK POOL WMLLNOi BESMALIE0.MAXgCWPEA
iS NO EARDRUMS
WmEAMBEER POOLRATUX
1AWRTNOSEFXTERSMLLXgVEq FlLTNTNMMTE NOT TO EREEO]GP.M.ISF OF FILTER SENSE. NO
BACXLIASX xEOWgm.
G.CONTRACTORSHALLVEMFYALLDIM S8 N6ANDC MMNSATSDEBEFORESTARFMOMEPROYCT.
CONTRACTOR SHALL VERIFY LOCATION OF ELECIWCAL SERVICE BY FP L. COMPANY.
18. SPECML ATTEM,W SMALL BE GNEN TO" HMO FOUNDATION TO PREVENT UNDER tR
JOB NAME: HALVATZIS
ADDRESS: 9232 SHORT CHIP CIRCLE
PSL 34986
PERMIT NO.:
DATE DRAWN:JUNE 12TH 2O18
DRAWN BY: BOBBY AUSTIN
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
SCALE: 1/4" = V RAY REINHARD
PE # 47041
1010 Easter Lilly Lane
<,Mqn)
Unit 203
Vero Beach, FL32963
\\,< CONCRETE
POOLS, INC.
APPROVED WITH THE 2017 FLORIDA BUILDING CODE 6 CONCRETE DECK
18" MIN. MISC. NOTES EDITION FOR RESIDENTIAL AND THE ANSUAPSP-7 2006 FOR 1/4" PER FT. SLOPE
POOL PATIO NOTE: REMOVE GRATES DECK/ 1 ROW OF WATERLINE TILE
(ENTIRE PERIMETER) 1. ALL STEPS AND SWIMOUT BENCH POOL DETAIL SUCTION ENTRAPMENT AVOIDANCE WELL POINT PLUG FROM MAIN OVERPOUR BEND INTOD CK@48"O:C.�Y1AX-►
EDGES WILL HAVE 2X5 CAPTILE BORDER � WATER LE/EL DRAIN & ATTACH AUX. PUMP (OR CAP T1 ,
OF OPPOSITE COLOR OF GEM FINISH FOR APPROVED MAIN DRAIN FRAMES LINE WHEN EMPTYING POOL WHERE -
PAVERDECKORCONCRETEOECK VISIBILITY AND GRATES PER V.&R.ASME/ / • APPLICABLE a 3.Se WATERLINE
2. HAND HOLD TO BE INSTALLED AT AIRE ANSI D2.19.&3407 MINIMUM (2) SUCTION LINES PER PUMP 3 FT. /N0
6' X6" TIL 4" SLAB VRJJ WHERE DECK RAISED-6" -- - \ FROMABOVEPOOL SEPARATION OR SEPARATE PLANES =1 INTERIOR 2500 FIBE LIGHroPOWER #3 STEEL 12" O/C E.W. 5.5' WALLS
LIGHT SUPPLYGRATE SHALL FINISH SHALL
D WIRE 3F7. MIN. NDUITSECUREDSECURED 4 /2"TYP, NGT
2' LINE TO FIRST TEE. UNDERWAY_ ER REPLACE SO IN TYPICAL WALL FLOOR SLOPE 6" THICKHANDRAIL BONDING DETAIL UNDERWATE WALL FLOOR SLOPES SHALL BE SLOPE
#B SOLID COPPER BOND - WHERE APPLICABLE SECTION (REASONABLY UNIFORMAND GREA�'ER
WIRE W/APPR. CLAMPS 48"MAXPER NATIONAL ELECTRICAL CODE LIGITLIGHT DETAIL - THAT TOOLS COMPLY WITH_Wnme55.6.1 THAN11°
(ONEONEACHSIDEOF LAWATER DEPTH • ( .. (NO SCALE) ARE REQUIRED �O WELL POINT THRD ss.a
POOL TOTAL)
B GAUGE SOLID COPPER WIRE- �10" MIN\� APPROVED FOR REMOVAL STEEL-TEX FORM CYCOLAC MAIN DRAIN
6" TYP. 25,TMIN.OFIWWIDE. GROUND CLAMP FLOOR RKRAFTWALL rHESLOPEgF_rKEFLaGRFRDM 3'-12" MAXT GREATERTHAN12" EXCEPT IF MORE • • #3 12" O.C.B.W. THE SHALLOW END WALL TOWARDS EADS ARE USED. THE DEEP AREA SHgLL NOT EXCEED
S TO BE SOLID GUNITE 3WO PSI. CONTINUOUS BOND WIRE THREADE NOTE: FOR DEPTHS 1 FOOT IN.7 FOOT
3•'PLUMBING LINES FROM COMMON TO POOL STEEL, REATER THAN V ADD 1- 28'
EQUIPOTENTIAL BONDING GRID DETAIL MINIMUM I8"(MAXIMUM 24") FROM EDGE OF POOL AROUN SUMPW/.TEE POOL IINISH RAILS & EQUIPMENT PLUG #3 COVE BAR 6"O.C.
PER N.E.C. 2014 SEC. 680.26
(WHERE ADOPTED) ENTIRE POOL PERIMETER BURIED C TO 6" DEEP 2.5" SUCTION LINE MAX TO PUMP -�
N.T.S. 117G.P.M. TO FILTRATION PUMP 6FPSMAX TYPICAL SECTION THRU_POOL
GRAVEL BED
(NO SCALE)
2" LINE TO
FIRST TEE
LAYOUT
FU4� -LOCATION OF GFI
SALT - RECEPTACLE
iT3 9E
ODETERMINED IN
FILTER FIELD PER NEC
680
VERIFY
EXACT
LOCATION IN
HEAT FIELD WITH
PUMP SUPERVISOR
EQUIPMENT
PAD N
30" MIN. CLEARANCE PER FBC N
IN FRONT R4501.22 W
OF SUBPANEL ' +
SMALL MACHINE
DIG
FILE COPY
90
FILTRATION PUMP
=
80
LL
O
H
70
w
LL
60
^�
34SORPM
50
w
_
40
30
,il RP
Z1000RPA'
,
20
FILTRA ION
8
1730 RPM
PUMP HIGH
-1
10
SPEED
C1
0
-
H
0 10 20 ]q
40
50 60 70 60 90 100 110 120 150 140 ISO IGO 170 IN HO 300
FILTRATION
I
FLOW GPM
PUMP LOW
SPEED
Ak
FOOTER DETAIL
(1) #5 REBAR
,OR (2) # 3 REBAR
n
8"
NO SCALE
WHEN PROVIDED
SHALL BE AT 20" MAX.
BELOW THE
WATERLINE
20' max,
18"�
N.T.S.
RAISED AREA ELEV. & GRADE
RAISED CONCRETE
EXPOSED & TOPPED
\(1) 05 REBAR POOL PERIMETER
OR (2) #3 REBAR
Contents: 1
Ii
PNluu,rdeE 640-2310
BE Own: Round Anti-Vnrtox SWING Outlet` UL
Slrc 8"
fl,k a: 11.83 in'
W@1MID: 55
HINFIRMRBE: 1000PM
wiUMNAS 64GPM
Aate Ormandionw,
�C t o 200e
Too p Whas been mued to A8SVAMMF 11119.8-2M7(eddeadon BtM)K 51A01 DI dE
WgM GNIAM BAN NGB 20ON Pouf Spd 5pa SaW kL WRM hF BIdM ASS 1*0110I5,
IIn, 2929 EIMI Wgh",,SUIR IN, 91Ba.(A92421 VB
This FIND kcN ed IS MI 11h 6144of d1eW19W Gahm NISC IS'GBXM) FWad Spa
S99y AO.A ME, Rdoe loot HAS%ININS AhMe may der-od KW]m.]ralemrypmdD.HER W90
�Nmvw.ul.mm.ThkpwBMk mawh}alowdbyruaatt"InWry,RMKrs,�Ihwu a9ID30 ..
EXISTING I
GRADE
OR VTO 4'
SLOPE
OUTSIDE ANGLE OF REPOSE
WAND FURTHER = 4" THICK WALLS W/#3 REBAR Q 12' O.C. EACH WAY
370 6' = 6" THICK WALLS WMS REBAR 491Y' O.C. EACH WAY
OTO 3' = 8" THICK WALLS WN3 REBAR N 1T' O.C. EACH WAY
GIC
N ro 3 3 R.
/
/ M
/ " a
0
- J
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
':OMPACTION TEST OF THE BACKFILLED MARTIAL ARE PROVIDED AT C.O. OF
THE SWIMMING POOL
IPMENT LAYOUT N.T.S.
2" VACUUM LINE
3" POOL MAIN DRAIN
2" SKIMMER LINE
2" POOL RETURN LINE TO FIRST TEE, 1.5" TO POOL
JANDY TRUE CLEAR SALT SYSTEM
1.6" TO WASTE OR DISCHARGE TO GROUND
1HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIR AND LINT STRAINER
CARTRIDGE FILTER W/ PRESSURE GAUGE AND AIR RELIEF VALVE
VALVES (TYPICAL)
INSTALL PERMA-CAST WATER BOND OR APPROVED EQUAL TIED TO PUMP
ZOUND W/ #8 SOLID COPPER & APPROVED LUG (MIN. 9 SO. IN SURFACE AREA
:POSED TO WATER) PER MFGR'S SPECS (FIELD VERIFY LOCATION)
HEAT PUMP WANTERNAL BY-PASS
ELECTRICAL DIAGRAM AND ELECTRICAL DIAGRAM N.T.S.
GFI OUTLET PER 2014 NEC
MANUAL MOTOR STARTER SWITCH
HEAT PUMP W/(2) #6 CU 1
7 #10 NUET.
(
& (1) #10 CU GROUND IN %" CONDUIT
HEAT PUMP HAS TIMER CONTROL
UNIT BUILT IN
JANDY TRUE CLEAR SALT
POOL PANELW/ 80 AMP SYSTEM
BRKR & (2)-#6 & (2) #10 GND
THHN CU IN 1" RPVC CONDUIT
S.P.S.T. TOGGLE SWITCH
(2) POOL LIGHTS
(GFI NOT REQUIRED)
JUNCTION BOX
1HP VARIABLE SPEED JANDY PUMP
MOTOR WITH BUILT-IN OVERLOAD
SWITCH WI3- #10 THHN CU WITHIN %"
MIN. CONDUIT (GFCI PROTECTED)
U � TIME CLOCK
PUMP BOND W. P. DISCONNECT
BACK TO PO L
12 VOLT TRANSFORMER
I. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE. ELECTRICAL CONTRACTOR TO VERIFY
kDEQUATE CAPACITY AT POINT OF CONNECTION
2.3412 THHN CU WITHIN %" MIN. CONDUIT FOR POOL LIGHT(S)
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. W/#8 SOLID, BARE COPPER.
It. PROVIDE W.P.G.F.I. OUTLET 10' MIN. -20' MAX. FROM WATER'S EDGE.
i. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B)
FILE
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