HomeMy WebLinkAboutPOOL SPECIFICATIONL-
ELECTRICAL DIAGRAM AND ELECTRICAL DIAGRAM N.T.S.
GFI OUTLET PER 2014 NEC
HEAT PUMP HAS TIMER
CONTROL UNIT BUILT IN
HEAT PUMP W/ (2) #6 CU, (1) #10 MANUAL MOTOR STARTER
j NEUT. & (1) #10 CU GROUND IN WO SWITCH
CONDUI HEAT PUMP HAS 1 HP VARIABLE SPEED JANDY
TIMER CONTROL PUMP MOTOR WITH BUILT-IN
POOL PANEL W/ 80 AMP - UNIT BUILT IN OVERLOAD SWITCH W/3- #10 THHN
BRKR & (2)-#4 & (2) #10 GND CU WITHIN Me" MIN. CONDUIT (GFCI
THHN CU IN 1" RPVC COND PROTECTED)
S.P.S.T. TOGGLE SWITCH
(2) POOL LIGHTS 2HP JANDY JET PUMP MOTOR
(GFI NOT REQUIRED) WITH BUILT-IN OVERLOAD
JUNCTIO BOX SWITCH Wi #10 THHN CU
TIME CLOCK WITHIN %" MIN. CONDUIT (GFCI
(1) SPA LIGHT PROTECTED)
(GFI NOT REQUIRED) PUMP 1, PUMP 2, AND We P. DISCONNECT
HEAT PUMP BONDED 12 VOLT TRANSFORMER
BACK TO POOL
ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE. ELECTRICAL CONTRACTOR TO
MRIFY ADEQUATE CAPACITY AT POINT OF CONNECTION /
.3412 THHN CU WITHIN %" MIN. CONDUIT FOR POOL LIGHT(S)
GROUND ALL BOXES, LIGHTS, MOTORS, ETC. w/#8 SOLID, BARE COPPER.
PROVIDE W.P.G.F.I. OUTLET 10' MIN. -20' MAX. FROM WATER'S EDGE.
ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B)
EQUIPMENT LAYOUT N.T.S.
.%alit YY
2" VACUUM LINE
3" POOL MAIN DRAIN
2" SKIMMER LINE
2.5" POOL RETURN LINE TO FIRST TEE, 1.5" TO POOL
2.5" RETURN LINE TO HYDRO JETS
JANDY TRUE CLEAR SALT SYSTEM
1.5" TO WASTE OR DISCHARGE TO GROUND /
1 HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIR AND LINT STRAINER
2HP JANDY JET PHPM PUMP WITH W/APPR HAIR AND LINT STRAINER
CARTRIDGE FILTER WI PRESSURE GAUGE AND AIR RELIEF VALVE
VALVES (TYPICAL)
INSTALL PERMA-CAST WATER BOND OR APPROVED EQUAL TIED TO PUMP
IOUND W/ #8 SOLID COPPER & APPROVED LUG (MIN. 9 SQ. IN SURFACE AREA
:POSED TO WATER) PER MFGR'S SPECS (FIELD VERIFY LOCATION)
HEAT PUMP'W/INTERNAL BY-PASS
SPA DETAIL
APPROVED MAIN DRAIN FRAMES AND GRATES PER
V.C.B. ASME/ANSI 112.19.8-2007
APPROVED WITH THE 2014 FLORIDA BUILDING CODE FOR
IT RESIDENTIAL 5T13 EDITION AND THE ANSI/APSP-7 2006 FOR °
SUCTION ENTRAPMENT AVOIDANCE
RETURN LINES FOR SPA 2.5" TO °
FIRST TEE
UNBLOCKABLE CHANNEL DRAIN
, a
� a '
F
• ' • : --- 8 FPS MAX
3" PLUMBING
3" SUCTION LINE TO PUMP LINES FROM SUMP •• SUCTION LINE TO PI
MAX 181 G.P.M. WI 3" TEE MAX 181 G.P.M.
8 FPS MAX 8 FPS MAX
TO JET PUMP TO FILTRATION PUMP
MISC. NOTE$
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 ARE
WHERE DECK RAISED H6"
ABOVEPOOL I1_ _ _
• o
48" MAX
Wf
#S GROUND WIRE
HANDRAIL BONDING DETAIL
WHERE APPLICABLE
STEPS PER NATIONAL ELECTRICAL CODE
1. TREAD IS MIN. OF 10" WIDE.
2. RISER NOT GREATER THAN 12" EXCEPT IF
MORE THAN (3) TREADS ARE USED.
3. ALL STEPS TO BE SOLID GUNITE 3000 PSI.
FOOTER DETAIL
(1) #5 REBAR
/OR (2) # 3 REBAR
Be'
NO SCALE
1i
SWIMOUTS
WHEN PROVIDED SHALL BE AT
20" MAX. BELOW THE
WATERLINE
POOL DETAIL
XS1112.19AH2007
11
L 18" MIN.
I ENTIRE PERIM
W.L.
#8 SOLID
COPPER BO SOIL
WIRE W/AP R -
CLAMPS
ONE N EACH 8 GAUGE SOLID COPPER
SLOE OF POOL4 WIRE
- TOTAL) 1
=G IEN7IAL ___ - G GRID DETAIL
PER N.E. . 2014 SE .680.26 MINIMUM 18" FROM EDGE OF POOL
(WH EADOP ED) AROUND ENTIRE POOL PERIMETER
BURIED 4" TO 6" DEEP
OUTSIDE .A' " PFP)SE
6• AND FURTHER -4•' THICK WALLS Wi REBAR @ 12" D.C. EACH WAY
3' TO V - 6" THICK WALLS W7#3 REBAR @ 12" O.C. EACH WAY
0• TO T IN 8" THICK WALLS W193 REBAR @ 12" O.C. EACH WAY
9ft
3
a AN b 3R.
/ C
li
mOy
/ 2,u�a
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
' COMPACTION TEST OF THE BACKFILLED MARTIAL ARE PROVIDED
AT C.O. OF THE SWIMMING POOL
NA
4' ALUMINUM RAIL FENCE BY
PRINCE. 2 OTHER SECTIONS FROM
EXISTING FENCE TO DOCK
IAQUALINK RS-4 I
AUTOMATION
6' RAISED SPA
RAISED 12" WITH I
PERIMETER TILED
are are
.01
/ 1
Af 3„
An I 15 ft. 7 in.
/ /
CHILD SAFETY BARRIER
FENCE NO CLOSER THAN / 2./6 /SPA JET LINE
20" FROM WATERLINE ) /
POOL BARRIER PER FRC R4501.17.1- 3' DEEP
1.5'
R4501.17.3 AND ANSI/NSPI-5-1995 R
SAFETY BARRIER PER FRC R4501.17.1- /
R4501.17.3 & ASTM5034-95, ASTM D3787- /
89, ASTM 653-96 / COLOR LED
17ft. SUNDECk /
I„
f
\ l
CONCRETE DECK SCREEN
FP
AND EQUIPMENT REMOVAL BY
REMOVAL BY A&G PIONEER
"LOCATION OF GFI
RECEPTACLE
BE DETERMINED IN
FIELD PER NEC 680
VERIFY EQUIPMENT
EXACT PAD
LOCATION IN PER FBC
FIELD WITH R4501.22
SUPERVISOR
RESIDENTIAL AND THE ANSUAPSP-7 20M FOR SUCTION
ENTRAPMENTAVOIDANCE
MINIMUM (2) SUCTION LINES PER PUMP 3 FT.
SEPARATION OR SEPARATE PLANES
�3 FT. MIN. `
2.5" LINE TO FIRST TEE.
1.5" TO POOL
3" SUCTION UNE MAX
181 G.P.M. TO FILTRATION PUMP
I I- 3" PLUMBING LINES FROM
SUMP W1 3- TEE
6 FPS MAX
SPA DETAIL
CONCRETE DECK
CONCRETE
6"1 TILE SPA WALL
OVERPOUR CO...
SECTION
(1) CHANNEL D AND
(NO SCALE)
GRATE SHALL
SECURED IN PLACE
CONCRETE PATIO
THAT TOOLS ARE
REQUIRED FOR
REMOVAL
41/2" TYP.
6" TYP.
WALL
FLOOR
/
STEEL-TEX FORM OR
1
KRAFT WALL
TE
#3 @ 12" O.C.B.W.
GRAVEL BED
=�
3„ 2"-SPA RETURN LINE
5
5.5' DEEP3"F
3
TILED BENCH ! /
EDGE i
TRUSSED ROOF o
PATIO 0
n
r
POOL PATIO
WATER LEVEL
-�
FROMi
Z
1" LIGHT POWER
SUPPLY
CONDUIT
UNDERWATE
UNDERWATER
LIGHT
NO LIGHT DETAIL
NICHE (NO SCALE)
APPROVED
GROUND CLAMP
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL,
POOL FINISH '
:: RAILS & EQUIPMENT
VS-FHP1.0 PERFORMANCE CURVES
100
0-
90
=
SO
FILTRATION PUMP
70
LU
Iii
LL
60
3450 RPM
Q
so
LU
�
v
30
2750
Z1000RPM
70
I FILTRA ION
1730RPM PUMP HIGH
10
SPEED
Q
I
0
I-
0 10 m 34 40
50 60 70 oo 90 100 110 120 130 140 ISO ISO In too Igo No
FILTRATING
FLOW GPM
N PUMP
I
LOW
SPEED
CERTIFICATION OF COMPLIANCE
•II TI I II r real ,•a T
CCnle08: 1 "
i' re
IN
PanNulnBu: 640.231xV
s �.e •: ;ems • (�
DemlpTlaD: Round Anti -Vortex Suction Outlet
she: Be
opokea: 11.83 in'
'GPM@15fps. 55 -
FI"rflowAare: 1006PM
Wallfle ue: 64GPM
Date ofManufecture:
DEC 10 2W
.t
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V6glna Graham Baker (VGB 2008) Pool ani SafetyAn.Cedfied brUlderefl eo Wbornoft
h¢, 2929 E.Impedal Hlghwuy.Suite 100, Bin, 0928214M
Tldspadunh ceadfied NramplyrIft 514040re roulaGuham Baku(VGB2DU) Pool and Spa
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CERTIFICATE OF COMPLIANCE
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TECHNICAL GUIDE 300
AT EST
OATFOt MALIALo IIIF �uJ
LIlIOM M(Tl)LU PnOLIOX;, 1261 HILLM(i RUAD NLWNAN Ci A I,T' WWWCM VCOIN
CONCRETE DECK 114" PER FT. SLOPE
NOTE REMOVE GRATES
WELL POINT PLUG FROM MAIN
OVERPOUR
BEND INTOD CK 48"
@
DRAIN & ATTACH AUX. PUMP
NOR CAP TIL ,
WHERE
LINE WHEN EMPTYING POOL
APPUCABLE
�
6"1 TIL
4" SLABS
INTERIOR
2500 FIBER MIX
GRATE SHALL
FINISH
TYPICAL WALL
BE SECURED IN
4 /2 TYP• SECTION &
PLACE
WALL
WELL POINT
THAT TOOLS
. (NO SCALE)
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 V ADD 1-
#3 COVE BAR @ 6" O.C.
or APPROVED WITH THE 2017 FLORIDA BUILDING CODE
6TH EDITION FOR RESIDENTIAL
SPECIFICATIONS
MAX. WIDTH 14' 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 4601.20 JANDY
PUMP HP: POOL 1HP VS FLO PRO SPA 2HP
TREE / STUMP REMOVAL NA
REMOVE EXISITING CONCRETE INC
PUMP POOL PATIO INCL
SCREEN ENCLOSURE NA_
ELECTRICAL INCL
POOL PATIO CONCRETE FLOCRETE
EXISTING PATIO FLOCRETE
DECK DRAIN INC
GALLON CAPACITY -POOL 10,400GAL.
GALLON CAPACITY -SPA 800GAL
TURN -OVER RATE 6 hrs
TERMITE TREAT INC BARRIER INC
MAX. WATER VELOCITY - 6 ft.ls FROM TRUNK LINES
TO S li SUCTION. LINES, _10fFm MAX_RETURN LINE
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL - 310SQ. FT 75LN FT
GENERAL NDTE6:
1. S W IMMING POOL CONSTRUCTION TO COMPLY AN FLA. NOI C CODE AGO KTIM ALL LOCAL ORDINANCES ME
e INGREGUDNS,
2, �MMING POOL TO SPAN ON ROCK OR UNORTIRBED ANNO. ALL WALLS AND FLOORS SHALL M OUNII D
OR POURED IN4LACE CONCRETE WI MNIMUM;INS F.A. CONCRETE 4IS DAYSI CDMPRESSIVE SMENGRL
3. MGMEER SMALL BE NOTFEO IF SOS REARING LESS MAN MM IMF, OR WCK SILTED LOOSE. SOFT SOLL
IS FOUND, A Sri BEARING CAPACITY OF i100 Pi HAS BEEN USED N ME DESIGN,
4. REINFORCING MRS WALL BE NEW.E ,..Be M.
S. ALL POOL PIPMO TO BE P.V.C. AD HFpIRE40 Mi AN D BEAR ME NSA APPROVAL
CKWASN SHALL BE W COW WXCE WITH LOCAL ORDINANCES.
a. DISPOSAL OF PCOL WALER SHALL CONFORM TO LOCAL ORDINANCES, SURFACE GRADING SHALL CONTAIN
WATER WHIN PROPS LNES MNDING SHALL NOT FIRE MY FOR MORE MAN ONE XDUS.
S. WATER SUPPLY A DISPOSAL SHALL BE INSTALLED SO THAT THERE IS ND CROSS CONNECTION Peter
WWS= WRYER SUPPLY OR WATER O SPoSAL SYSTEM
S. ORATE AT MAW MAN SHALL IUVE A OPEC AREA OF 4X THE MEA OF ME SUCTKKI ME
10. HAIR S LINT STNAMERS EIULL HAVE IIEMOVABLE SCREEN NE MNIW M FREE ,TXET OF AS THE AREA OF
MEIUCTgN LINE
FCMCAL.NSTALL WWIG S DESIDES AN SHOWN IN 'POOL DATA -HER . LIGHT CONNEC1pNYO
CONFORM T O NATIONAL ELECMMLL CODE. LATEST EDITION.
1a. ALL MLLAWC CONWRe. PWIW SYSTEM. REINFORCED STEEL. LIGMFLY M A HOUSING. MEFAL
VA Be LADDERS HANp lI , OWING WARDS S SUITDRTB TO BE S DTYM MSd UNOM TO
WMWN GROUND. WRONG CONDUCTER WELL Ann BE SM LM THAN ASCMP"f.
11. NO OVERHEAD OPEN WIRE OVER POOL WATER.
1C CARTWDGE FILTER SMALL HAVE A FRMATKKI MTE MT M MUD SS P.M. I S.F. OF FILTER AREA NO
BACKMASXR UIRED.
16.GONMAWR SHALL VERIFY ALL DIMNSMNS AND CONDEMNS AT SITE SENORS STARTING MEP CT.
CENTESSECTOR S M MWFY LOCATION OF ELECMICAL SERVES BY F. P.M. COMPANY.
M. SPECIAL ATTEN110N SHALL BE OWEN M MX NO FOUNDATION M PREVENT UNMRMIXIH
ST LUCIE COUNTY
BUILDING DIVISION
REVIEWED /
FOR COMP4
REVIEWED BY
DATE -
TIRIESEPLANS "I
ARE SUBJECT 'i.n , 1, rCiION
REQUIRED BYFi"CtIPINP'I),itr RSTI
MAY BE NECESSA. i't i,� i TO
CgMA�pM11'�IilllaaM�la.�G> set
'(�NC�„gLEDFgSTt�r�g I �
ARE THE RESPONSiB�gCHMEh
i�)F THE
CONTRACTOR OF RE��dD s.7;go
FILF Coola�
JOB NAME: HADLEY
ADDRESS: 137 NE NARANJA AVE PORT
SAINT LUCIE, 34983
PERMIT NO.:
DATE DRAWN:FEBRUARY 9TH 2O18
DRAWN BY: BOBBY AUSTIN
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
LU
SCALE: 114" = 1' RAY REINHARD
U.i
PE # 47041
(
Q
1010 Easter Lilly Lane
Unit 203
Vero Beach, FL 32963
CONCRETE
SCANNED
POOLS, INC.
Bci
StLucie
1 ROW OF WATERLINE
R 3.5'
#3 STEEL @ 12" 0/C E.W.
FLOOR SLOPE "
FLOOR SLOPES SHALL BE
REASONABLY UNIFORM AND
COMPLY WITH ARTICLES 5.6.1
THRU 8.e,3
CYCOLAC MAIN
THE SLOPE OF THE FLOOR FROM
THE SHALLOW END WALL u
TOWARDS THE DEEP AREA SHALL
NOT EXCEED 1 FOOT IN 7 FOOT �yy�
TYPICAL SECTION THRU_POOL
(NO SCALE)
5.5'
6" 1
3'
WALLS
SHALL
NOT
SLOP
GR9ER
THAN 11"
N.T.S.
ASU"OT"I' TO PUMP III
GRAVELBED