HomeMy WebLinkAboutPOOL LAYOUT - DETAILS30 ft. 2 in.
11 2HP WATERFALL PUMP AND (1) 2HP PUMP FOR JETS
Jandy Pro Series VS FloPro Series Pump
VS-FHP2.0 Performance Curves
Il-` C,0e t 3 �. ``b D 4j f I_
2) #5 EBAR 4"
18' /
811
NO SCALE
?PEALED FASTENERS OR ATTI T ,pR NY s
If1EiHERESIMUTYOtIreACTO�R Ht
8 ft. 3 in.
8 HYDRO
JETS BUILT
INTO WALL
C
CHILD SAFETY BARRIER
O
CD
FENCE NO CLOSER THAN
20" FROM WATERLINE
N
EXACT LOCATION OF
DECO DRAIN TO BE
DETERMINED IN FIELD
DECK WITH OVERPOUR
�...
COPING
COLOR \ k 4 ft.
' LED 4' DEEP
3.5' DEEP
TILED BENCH VAC TILED STEP
EDGE EDGES
� 11 SKIMMER
Im
- y .61, 40 _
__... _ .._- ------------------------------
IT
SAFETY BARRIER PER FRC R4501.17.1-
_62, I R4501.17.3 & ASTM5034-95, ASTM D3787-
89, ASTM 653-96
FOOTER DETAIL
(1) #5 REBAR
OR (2) # 3 REBAR
8.,
O
NO SCALE
100
43
90
39
60
35
a
30
s
• 60
26
50
??
i
40
17
s25
5 30
13 d
20
9
10
4
0
0
0 0 20 W ao 6o W TO 60 90 w o%$oRdw Rate Gallons Per M
5LS
1 11
1
1 180 1T0 180 1W 200
*LOCATION OF GFI VERIFY
RECEPTACLE EXACT
EQUIPMENT LOCATION IN
TO BE DETERMINED IN PAD FIELD WITH
FIELD PER NEC 680 PER FBC SUPERVISOR
/� R4501.22 30" MIN. CLEARANCE
• 4� • 4� • 4� • / I IN FRONT
=11IIIIIIIIIIIII12T OF SUBPANEL
• POOL BARRIER PER FRC R4501.17.1- EXISTING PATIO,
R4501.17.3 AND ANSUNSPI-5-1995 REMOVE
THESE PLANS AND ALL PROPOSED WORK I FLAGSTONE,
RRE EQUIRE BYFIELCT TO NYSPECTO STH FLOAT, TEXTURE,
IONS
MAY REQUIRED BY FIELD INSPECTORS THAT 0"
Ot BE NECESSARY IN ORDER TO
CO?�I C:'PLY WITH ALL APPLICABLE CODES. AND FLOCRETE TOI
MATCH POOL DECK
CERTIFICATE OF COMPLIANCE
THE FOLLOWING PRODUCTS HAVE BEEN TESTED TO ANSIlAPSP-16 2011 PER
SECTION 1404 OF THE VIRGINIA GRAEME BAKER POOL AND SAFETY ACT
(VGB-2008) AND SAFETY REGULATIONS SET FORTH BY THE CPSC. THESE
PRODUCTS ARE MANUFACTURED BY CUSTOM MOLDED PRODUCTS, INC, IN
SHANGHAI, CHINA AND CERTIFIED BY UNDERWRITERS LABORATORIES, INC.,
AT 2929 E IMPERIAL HIGHWAY, SUITE 100, BREA, CA, 92821 (PH: 714-223-3000)
OR IAPMO R&T LAB AT 6001 E. PHILADELPHIA STREET, ONTARIO, CA, 91161
(PH: 909-472-4100). A COPY OF THE TEST RESULTS MAY BE FOUND AT
W W W.UL.COM OR W W W.PLD.IAPMO.ORG
FILE CO P`CHNICALGI
FILE T 1f01, to
PWMBIN6 POR13 HOW IIOW
RATE MR
-=
i' OI II '.. UVM ')'I. M•�
J�' INIj� jB(I f!� l�It41M
l' OR IM 1lPM tENTNTkN iM PM 176I6bPM
CW MiEVEWi jPMMY201faOi 6f FF5i MOLIC01 I lA0' IRV
NF ke
IPa. 10'1 Mua*n�'erNmeedvmoN
40
20
I i
° RMV M iM 240 RD
RIM)
DATE OF MANUFACTURF'.
CUSTOM MOLDED PRODUCTS 136 HERRING ROAD, NEWNAN, GA 30265 WWW.C--M-P.COM
ST. LUCIE COUNTY BUILDING DIV
REVIEWED FOR COMPLIANCE
REVIE EM19-1
DATE
PLANS AND PE MIT MUST BE KEPT OV JOB
SITE OR NO INSPECTION(S) WILL B ADE
18" MIN.
( ENTIRE PERIMETER)
PAVER DECK OR CONCRETE DECK 4C
W.L.
SOIL
#8 SOLID COPPERS 'ND
WIRE W1 APPR. CLAMPS
(ONE ON EACH SIDE OF
POOL TOTAL)
8 GAUGE SOLID COPPER WIRE -
EQUIPOTE_NTIAL BONDING. GRID DETAIL
PER N.E.C. 2014 SEC. 680.26 MINIMUM IS- (MAXIMUM 24••) FROM EDGE OF POOL AR(
(WHERE ADOPTED) ENTIRE POOL PERIMETER BURIED 4" TO 6" DEEP
M_ISC._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-6"
ABOVE POOL
moo,
48"
WA MAX
WATER DEPTH
p10•• MIN.
iLL
-
12" MAX.
"
N.T.S.
WHEN PROVIDED SHALL
BE AT 20" MAX. BELOW
THE WATERLINE
20"I aX.
N.T.S.
POOL DETAIL
APPROVED MAIN DRAIN FRAMES
AND GRATES PER V.G.B. ASME/
ANSI 112.19.8-2007
�I ,t o:1p i:• oti=Nkt OR AT; AC,HAAC�f'fS
ARL `f7H[ RESPONSIBILITY OF THE
CONTRACTOR OR HEIG FID
ELITE GAS
SCREEN BY
PIONEER
I
APPROVED WITH THE 2017 FLORIDA
BUILDING CODE 6T" EDITION FOP
IESIDENTIAL AND THE ANSI/APSP-7 2� FOR
SUCTION ENTRAPMENT AVOIDANCE
0 0
0
°
2.5" RETURN TO HYDROS
° UNBLOCKAB_LE CHANNEL DRAIN
0
• ° °
0
2.5" LINE TO FILTRATION 3" LINE TO HYDRO JET
P MP PUMP, MAX 181 GPM
MAX 117 GPM 8 FPS MAX
2" RETURN TO FIRST TEE
CONCEALED FASTENERS OR ATTACHMENTS
OOWRAARE THE ECTORORIRECOR UTY OF D
#8 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 13) TREADS ARE USED.
3. ALL STEPS TO BE SOLID GUNITE 3000 PSI.
FILE COPY
FILE COPY
POOLBOND P_B-2008
DECK
WATER
NO
WIRE
GRID
L__O_ CATION_OF
WATER BOND
\TIC
QUIPMENT LAYOUT N.T.S.
EQ. LAYOUT o! w
14 LL (NO SCALE)
GENERAL NOTES:
i � A
RISER WALL DETAIL
(NO SCALE) TILED EXTERIOR FRONT
AND BACK
OYERPOUR
SHEER DESCENT COPING
OOL DECK
• APPROVED WITH THE 2017 FLORIDA BUILDING CODE
6T" EDITION FOR RESIDENTIAL
CUD
pp,
1. SWIMMING POOL CONSTRUCTION TO COMPLY W/ FLA. BLDG. CODE AND WITH ALL LOCAL ORDINANCES AND
�R'\
ZONING
��/% �'*J
2. SWIMMING POOL TO BEAR ON ROCK OR UNDISTURBED SAND. ALL WALLS AND FLOORS SHALL BE GUNITED OR
LNG POOL O
POURED IN -PLACE C(NCRETE W/ MINIMUM 3,000 P.S.I. CONCRETE (@ 28 DAYS) COMPRESSIVE STRENGTH.
3 2
3. ENGINEER SHALL BE NOTIFIED IF SOIL BEARING LESS THAN 2500 P.S.F., OR MUCK, SILT OR LOOSE, SOFT SOIL IS
'
FOUND. A SOIL BEARNG CAPACITY OF 2,500 P.S.F. HAS BEEN USED IN THE DESIGN.
LEGEND
4. REINFORCING BAM SHALL BE NEW BILLET, GRADE 40.
5. ALL POOL PIPING T) BE P.V.C. SCHEDULE 40 MIN. AND BEAR THE N.S.F. APPROVAL.
6. BACK -WASH SHALL BE IN COMPLIANCE WITH LOCAL ORDINANCES.
. 2" VACUUM LINE
7. DISPOSAL OF POOL WATER SHALL CONFORM TO LOCAL ORDINANCES. SURFACE GRADING SHALL CONTAIN
, 2.5" POOL MAIN DRAIN
WATER WITHIN PROPERTY LINES. PONDING SHALL NOT PERSIST FOR MORE THAN ONE HOUR.
2" SKIMMER LINE
8. WATER SUPPLY & DISPOSAL SHALL BE INSTALLED SO THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC
,
WATER SUPPLY OR WATER DISPOSAL SYSTEM.
.2" POOL RETURN LINE TO FIRST TEE, 1.5" TO POOL
9. GRATE AT MAIN DETAIN SHALL HAVE A FREE AREA OF 4X THE AREA OF THE SUCTION LINE
.2" SUPPLY LINE TO WATERFALLS
10. HAIR & LINT STRANERS SHALL HAVE A REMOVABLE SCREEN W/ A MINIMUM FREE AREA OF 3X THE AREA OF THE
JANDY TRUE CLEAR SALT SYSTEM
SUCTION LINE.
11. ELECTRICAL: INSTALL WIRING & DEVICES AS SHOWN IN "POOL DATA" HEREON. LIGHT CONNECTION TO
. 2.5" RETURN LINE TO HYDRO JETS
CONFORM TO NATIOML ELECTRICAL CODE- LATEST EDITION.
. 3" SUCTION LINE
12. ALL METALLIC C04DUITS, PIPING SYSTEMS, REINFORCED STEEL, LIGHT FIXTURE@ & HOUSING, METAL PARTS OF
LADDERS, HANDRAIU, DIVING BOARDS & SUPPORTS TO BE BONDED TOGETHER & (MOUNDED TO A COMMON
A. 1.5" TO WASTE OR DISCHARGE TO GROUND
GROUND. BONDING C)NDUCTOR SHALL NOT BE SMALLER THAN #8 COPPER.
.2HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIR AND LINT STRAINER
13. NO OVERHEAD OPEN WIRE OVER POOL WATER.
14. CARTRIDGE FILTER SHALL HAVE A FILTRATION RATE NOT TO EXCEED 3 G.P.M. / S,F. OF FILTER AREA. NO BACK-
. CARTRIDGE FILTER W/ PRESSURE GAUGE AND AIR RELIEF VALVE
WASH REQUIRED.
VALVES (TYPICAL)
15. CONTRACTOR SHILL VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE BEFORE STARTING THE PROJECT.
, INSTALL PERMA-CAST WATER BOND OR APPROVED EQUAL TIED TO PUMP
CONTRACTOR SHALLVERIFY LOCATION OF ELECTRICAL SERVICE BY F.P.&L. COMPANY.
ROUND W/ #8 SOLID COPPER & APPROVED LUG (MIN. 9 SQ. IN SURFACE AREA
16. SPECIAL ATTENTION SHALL BE GIVEN TO EXISTING FOUNDATION TO PREVENT UNDERMINING.
XPOSED TO WATER) PER MFGR'S SPECS (FIELD VERIFY LOCATION)
2HP JANDY PHPM JET PUMP WITH W/APPR HAIR AND LINT STRAINER
6' AND FURTHER = 4°THICK WALLS W/#3 REBAR @ 12" O.C. EACH
WAY
X TO 6' = 6" THICK WALLS WI#3 REBAR @ 12" O.C. EACH WAY
W TO 3' = 8" THICK WALLS W/#3 REBAR @ 12" O.C. EACH WAY
9 ft.
6 ft.
W
3 3
'v
bD 3 ft.
/
� W
y
0
s 4.
0
W
J
0
� 2
I Q
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
PROVIDEDAT C.O. OF THE SWIMMING POOL
POOL PATIO�i
WATER LEVEL
FROM
60
1" LIGHT SPU PELY
CONDUIT
UNDERWATE UNDERWATER
LIGHT NO LIGHT DETAIL
NICHE (NO SCALE)
APPROVED
GROUND CLAMP
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL,
POOL FINISH RAILS & EQUIPMENT
ELECTRICAL DIAGRAM AND
ELECTRICAL DIAGRAM N.T.S.
r-' OUTLET PER 2014 NEC
HEATER (GAS)
JANDY TRUE
3-#12 THHN CU WITHIN'/2"
CLEAR SALT 2HP JANDY PHPM JET PUMP W/BUILT-IN
CONDUIT
SYSTEM OVERLOAD SWITCH W/3-#10 THHN CU
-.-- POOL PANEL W/ 60 AMP
WITHIN IA" MIN. CONDUIT
BRKR & (2)-#6 & (2) #10 GND
/
THHN CU IN 1" RPVC CONDUIT
}yl/
MANUAL
I / SWITCHTOR MOTOR WITH BUILT-IN UIILT- NSPEED JOVERLOADANDY P
S.P.S.T. TOGGLE SWITCH
(1) POOL LIGHT \
(CFI NOT REQUIRED) y
JUNCTION E
WITCH W/3-#10 THHN CU WITHIN'f1"
MIN. CONDUIT (GFCI PROTECTED)
CLOCK
;ONNECT
I PUMP BONDED 12 VOLT TRANSFORMER
BACK TO POOL
. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE. ELECTRICAL CONTRACTOR TO VERIFY
DEQUATE CAPACITY AT POINT OF CONNECTION
.3412 THHN CU WITHIN'/2" MIN. CONDUIT FOR POOL LIGHT(S)
.GROUND ALL BOXES, LIGHTS, MOTORS, ETC. w/#8 SOLID, BARE COPPER.
. PROVIDE W.P.G.F.1. OUTLET 10'MIN. -20' MAX. FROM WATER'S EDGE.
. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B) RECORD
CONCEA
�.ETDE� FASTENERS j
CONCRETE DECK
1/4"PER FT. SLOPE
NQ_7@; REMOVE GRATE 8
WELL POINT PLUG FROM MAIN
OVERPOUR
BEND INTO D CK @ 48" OZ'MAX--►
DRAIN &ATTACH AUX. PUMP
(OR GAP T
WHERE
d,
LINE WHEN EMPMNG POOL
APPLICABLE
ATERLIN
• 4" SLAB
TILE
2500 FIRE
GRATE SHALL
BE SECURED IN
INTERIO
4 /2" TYP. TYPICAL WALL
PLACE SO
FINISH
WALL SECTION &
THAT TOOLS
� WELL POINT
ARE REQUIRED
(NO SCALE)
FOR REMOVAL
STEEL-TEX FORM
6., NP•
R KRAFT WALL
1-14
FLOOR
#3 @ 72" O.C.B.W.
NOTE: FOR DEPTHS
THREADE
REATER THAN 6' ADD I -
PLUG
PLUG
COVE BAR @ 6" O.C.
TO PUMP
0
GRAVEL BED
SPECIFICATIONS
MAX. WIDTH 13' MAX. LENGTH 17'
MIN. DEPTH 3.5' MAX. DEPTH 4'
SHAPE GUST ELEVATION T.B.D
FILL FROM EXCAVATION HAUL
TILE INTERIOR FINISH GEM FILTER CS200
PUMP MAKE PER FBC 4501.20 JANDY 2HP VS FLOPRO
PUMP HP: POOL 2HP VS FLO PRO JETS PUMP: 2HP PHPM
FILTRATION PUMP COMPLIANT WITH ANSUAPSP/ICC-15 2011
LIGHTS POOL 1 CLR LED SPA NA _
TRNFORM: POOL 300 WATT SPA NA
MAIN DRAIN: POOL 2 SPA NA _
SKIMMER S1) TIMER INCL
RETURNS: POOL 2 SPA NA
JETS: POOL 8 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 JANDY 400K BTU PROPANE HEATER
VACUUM HEAD INCL POLE INCL
VACUUM HOSE INCL BRUSH INCL
LEAF SKIMMER INCL TEST KIT INCL
TREE/STUMP REMOVAL NA
REMOVE EXISITING CONCRETE NA
SCREEN BY PIONEER SCREEN
ELECTRICAL INCL
POOL PATIO CONCRETE FLOCRETE
EXISTING PATIO FLOAT AND FLOCRETE
DECK DRAIN INC
GALLON CAPACITY -POOL 4,151 GAL.
GALLON CAPACITY -SPA NA
TURN -OVER RATE 6 hrs
TERMITE TREAT INC BARRIER INC
MAX. WATER VELOCITY .6 ft./s FROM TRUNK LINES
TO 8 ft./$ SUCTION LINES 10fp_s MAX RETU_R_N. _LINE
SKIMMER _MIN. _FLOW 25 GPM
SURFACE AREA OF POOL - 142 $Q. FT 48 LN FT
JOB NAME: PATRICK
ADDRESS: 7921 PLANTATION LAKES DR,
PORT ST LUCIE, FL, 34986
PERMIT NO.:
DATE DRAWN: DECEMBER 17T" 2018
DRAWN BY: JASON BARAN
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
SCALE: 1/4" = 1' RAY REINHARD
PE # 47041
1010 Easter Lilly Lane
Unit 203
�
Vero Beach, FL 32963
CONCRETE
OLS, INC.
FILE COPY
DECK''+1 7 ROW OF WATERLINE TILE
R 3 5, WATERLINE
WALLS
#3 STEEL @ 12" OIC E.W.
SHALL
FLOOR SLOPE �'" st_nPL
FLOOR SLOPES SHALL RE I�
REASONABLY UNIFORM AND C7RFA'i ER
COMPLY WITH ARTICLES 5.6.1 TFIAN IT*
THHU 5 6 3
CYCOLAC M14' 3
NOT
THE SLOPE OF THE FLOOR FROM
THE SHALLOW END WALL TOWARDS
THE DEEP AREA SHALL NOT EXCEED
1 FOOT IN 7 FOOT 17,
TY�L SECTION THRU POOL
(NO SCALE)
7-1
RFCArVED
BAN o 3 zsls
PeTmlttlne /a
St. Lu`le e°unry®nrLye