HomeMy WebLinkAboutPOOL SPECIFICATIONSEQUIPMENT LAYOUT
N.T.S.
PIPING SCHEMATIC
EGEND
.2" VACUUM LINE
.3- POOL -MAIN -DRAIN
.2" SKIMMER LINE
JAND TRUE CLEAR SALT SYSTEM
. 2.5" RETURN LINE TO HYDRO JETS
. 2.5" POOL RETURN LINE TO FIRST TEE, 1.5" TO POOL
.2" RETURN LINE TO SHEER DESCENT WATERFALL
1.5" RETURN LINE TO DECK JETS
.1.5" TO WASTE OR DISCHARGE TO GROUND
B. 1HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIRAND LINT STRAINER
D. CARTRIDGE FILTER W/ PRESSURE GAUGE AND AIR RELIEF VALVE
E. VALVES (TYPICAL)
F. INSTALL PERMA-CAST WATER BOND OR APPROVED EQUAL TIED TO PUMP
ROUND W/ #8 SOLID COPPER & APPROVED LUG (MIN. 9 SQ. IN SURFACE AREA
EXPOSED TO WATER) PER MFGR'S SPECS (FIELD VERIFY LOCATION)
ELECTRICAL DIAGRAM AND ELECTRICAL DIAGRAM N.T.S.
GFI OUTLET PER 2014 NEC
POOL PANEL WI 80 AMP
BRKR & (2)-#4 & (2) #10 GND
THHN CU IN 1" RPVC CONDUIT
S.P.S.T. TOGGLE SWITCH -
(2) POOL LIGHTS
(GFI NOT REQUIRED)
JUNCTION BOX
MANUAL MOTOR STARTER
// SWITCH
/1 HP VARIABLE SPEED JANDY
PUMP MOTOR WITH BUILT-IN
OVERLOAD SWITCH W/3-#10 THHN
ICU WITHIN %" MIN. CONDUIT (GFCI
PROTECTED)
TIME CLOCK
PUMP 1 PUMP W. P. DISCONNECT
BONDED BACK TO 12 VOLT TRANSFORMER
POOL
1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE. ELECTRICAL CONTRACTOR TO
VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION
2.3412
-#12 THHN CU WITHINt /zn MIN. CONDUIT FOR POOL LIGHT(S) 3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. W/#8 SOLID, BARE COPPER.
4. PROVIDE W.P.G.F.I. OUTLET 10' MIN. -20MAX. FROM WATER'S EDGE.
5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B)
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I_ 31 ft. 1 in
\ I
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M 1
I2
1 ,
I 3k. VAC LINE 7ft._____ I
R
CR
O
I ------ - 3" Y
5.5' PEEP
M
Ia=
N
TILED BENCH
I EDGE
I SKIMMER
2„
• HQ: FT.
I
11 ft 5Ih.
. . .
'LOG TION OF GFI7
RE EPTACLE
TO BE DETERMINED IN
FIELD PER NEC 680
i
/
/
/
REMOVED
INCORRECT
ELECTRICAL
DIAGRAM
1
1
1
I
I
I
I
I
/
/
/
/
/
/
/
12' X 21'
GRIFFITH FAMILY
POOL
COLOR LED
SCHE
INC SCALE)
RETURN LINE
12) SEPARATE
DRAINS 36"
TILED STEP
EDGES
3.5' DEEP
DOOR AND WINDOW ALARMS
OWNER
O
2
LLU
L
0
Q
w
I
V
Q
SUNDECK
W/UMBRELLA SLEEVE
•
4 ft. 1 in.
DECO DRAIN
VS-FHP1.0 PERFORMANCE CURVES
WITH THE 2017 FLORIA
POOL DETAILAPPROVED
FOR RESIDENTIAL AND THE ANSVA SPI--7DING 206FORE
SUCTION ENTRAPMENT AVOIDANCE
APPROVED MALN D m
MINIMUM (2) SUCTION LINES PER PUMP 3
100
b
70
60
3450 RPM
50
40
30 2110 RPM .
l uou kPM
20
1730 RPM
10
6
FILTER
PER FT. SEPARATION OR SEPARATE PLANES
98-2R0 3 FT. MIN.
• .5" LINE TO FIRST TEE
• 1.5" TO POOL
• •
'T' PLUMBING LINES FROM
SUMP W/ 3" TEE
3" SUCTION LINE MAX
181 G.P.M. TO FILTRATION PUMP 6 FPS MAX
POOL BARRIER PER FRC R4501.17.1-
R4501.17.3 AND ANSI/NSPI-5-1995
SAFETY BARRIER PER FRC R4501.17.1-
R4501.17.3 & ASTM5034-95, ASTM D3787-
89, ASTM 653-96
FLOCRETE EXISTING
LANAI
251 SQ FT
8" MIN.
( ENTIRE PERIMETER)
#S SOLID COEIPER
BOND WIRE W/
APPR. CLAMPS -
(ONEONEACH -
SIDE OF POOL 4 _
TOTAL)
EQUIPOTENTIAL BONDING GRID 0
PPRN.E.C. 2011 SEC. 680.26
(WHERE ADOPTED)
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 IN 170 100 1" 200
FLOW GPM
PUMP
HAIR & LINT
CATCHER
(COMPONENT OF PUMP)
POOL PATIO
WATER LEV€L
-�
FROM
Zco
1" LIGHT
POWER
CONDUIT
SUPPLY
UNDERWAT El
UNDERWATER
LIGHT
NO
LIGHT DETAIL
NICHE
(NO SCALE)
APPROVED
GROUND CLAMP
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL,
POOL FINISH RAILS & EQUIPMENT
BOIL
8 GAUGE SOLID COPPER WIRE
MINIMUM 18" FROM EDGE OF
POOL AROUND ENTIRE POOL
PERIMETER BURIED 4" TO 6"
DEEP
"CPALEO FASTENERS OR ATTACHMENTS
4E THE RESPONSIBILITY OF THE
CONTRACTOR Of REpORO
GENERAL NOTES
i
I,I'f'e 1)I`%r�' FLIT 11ING I) ION
t`IF S% r D FOR CONIPLIAN
1'[h15 E;
tiB '
L; 11a1
vN8 :AND PERDIIT MUST E KEPT ON JOB
NO INSPECTION WILL BE MADE.
1. SWIMMING POOL CONSTRUCTION TO COMPLY W/ FLA. BLDG.
CODE AND WITH ALL LOCAL ORDINANCES AND ZONING
THESE PLANS AND ALL PROPO^ED WORK
REGULATIONS.
2. SWIMMING POOL TO BEAR ON ROCK OR UNDISTURBED SAND.
ALL WALLS AND FLOORS SHALL BE GUNITED OR POURED IN.
ARE SUBJECT ANY CORRECTIONS
REQUIRED BY FIEIE ANY
INSPECTORS
FILECOPY
THAT
PLACE CONCRETE AtMINIMUM3;000-P,S.LCQNq ET_E (@ 28 DAYS)
-COMPRESSIVE STRENGTH.
MAY BE NECESSARY IN OADER TO
_
3. ENGINEER SHALL BE NOTIFIED IF SOIL BEARING LESS
COMPLY WITH AU,AppUCA11,S CODSA,
THAN 2500 P.S.F., OR MUCK, SILT OR LOOSE, SOFT SOIL IS
FOUND. A SOIL BEARING CAPACITY OF 2,500 P.S.F. IS
ASSUMED FOR THIS PROJECT.
--- 4.-REINFORCING BARS SHALL BE NEW BILLET, GRADE 4"0._ -
5. ALL POOL -PIPINGS TO BE-P:V£.-S6HEDULE40 MIN. AND BEAR
THE N.S.F. APPROVAL.
APPROVED WITH THE 2017 FLORIDA BUILDING CODE
6, BACK -WASH SHALL BE IN COMPLIANCE WITH LOCAL
FOR RESIDENTIAL 6TH EDITION
ORDINANCES.
SPECIFICATIONS
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.
MAX. WIDTH 12' MAX. LENGTH 24'
MIN. DEPTH 3.5' MAX. DEPTH 5.5'
8. WATER SUPPLY & DISPOSAL SHALL BE INSTALLED SO THAT
THERE IS NO CROSS CONNECTION WITH A DOMESTIC WATER
SHAPE OUST ELEVATION T.B.D
SUPPLY OR WATER DISPOSAL SYSTEM.
9. GRATE AT MAIN DRAIN SHALL HAVE A FREE AREA OF 4X THE
AREA OF THE SUCTION LINE
FILL FROM EXCAVATION HAUL
TILE INTERIOR FINISH GEM FILTER CS200
PUMP MAKE PER FBC 4501.20
10. HAIR & LINT STRAINERS SHALL HAVE A REMOVABLE SCREEN
PUMP HP: POOL FLOPRO VAR 1.0 SPA NA
W/ A MINIMUM FREE AREA OF 3X THE AREA OF THE SUCTION LINE.
11. ELECTRICAL: INSTALL WIRING & DEVICES AS SHOWN IN "POOL
FILTRATION PUMP COMPLIANT WITH ANSI/APSP4CG152011
DATA" HEREON. LIGHT CONNECTION TO CONFORM TO NATIONAL
ELECTRICAL CODE- LATEST EDITION.
12. ALL METALLIC CONDUITS, PIPING SYSTEMS, REINFORCED
LIGHTS POOL 1 CLR LED SPA NA
TRNFORM: POOL 100 WATT SPA NA
MAIN DRAIN: POOL 2 SPA NA
STEEL, LIGHT FIXTURES & HOUSING, METAL PARTS OF LADDERS,
SKIMMER (1)
HANDRAILS, DIVING BOARDS & SUPPORTS TO BE BONDED
TOGETHER & GROUNDED TO A COMMON GROUND. BONDING
RETURNS: POOL 3 SPA NA
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
JETS: POOL NA SPA NA
VALVED VAC LINE INCL FILL LINE NA
DISCHARGE LINE TO GROUND
EXCEED 3 G.P.M./ S.F. OF FILTER AREA. NO BACK -WASH
REQUIRED.
CHLORINATOR TRU CLEAR SALT SYSTEM
15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
N CONDITIONS AT SITE BEFORE STARTING THE PROJECT.
CONTRACTOR SHALL VERIFY LOCATION OF ELECTRICAL SERVICE
BY F.P.&L. COMPANY.
HANDRAIL NA LADDER NA
DIVING BOARD NA SLIDE NA
HEATER NA
VACUUM HEAD INCL POLE INCL
16. SPECIAL ATTENTION SHALL BE GIVEN TO EXISTING
FOUNDATION TO PREVENT UNDERMINING.
_
VACUUM HOSE INCL BRUSH INCL
LEAF SKIMMER INCL TEST KIT INCL
VERIFY EXACT
LOCATION IN EQUIPMENT
FIELD WITH ppp
SUPERVISOR PER FBC
R4501.22
TREE I STUMP REMOVAL NA
REMOVE EXISITING CONCRETE_ NA
JANDY RS4 NA
ALUMINUM RAILING 48" INCL
ELECTRICAL INCL
POOL PATIO CONCRETE FLOCRETE
EXISTING PATIO FLOCRETE
40TES EQ
DECK DRAIN INCL
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2X6 CAPTILE BORDER OF GALLON CAPACITY -POOL 11400 GAL.
VDISIBISi_TY COLOR OF GEM FINISH FOR GALLON CAPACITY SPA- NA GAL. NA
2. HAND HOLD TO BE INSTALLED AT TURN -OVERRATE 6hrs
WHERE DECK RAISED a6"
ABOVE POOr TERMITE TREAT INC BARRIER INCL
1j #8 GROUND HANDRAa BONGING TA MAX. WATER VELOCITY- 6 Ws FROM TRUNK LINES
WIRE WHEREAPP ICABLE TO 8 ft /s SUCTION LINES, 10fps MAX_RETURN LINE
48" MAX PER NATIONAL SKIMMER MIN. FLOW 25 GPM
WATEg STEPS ELECTRICAL CODE
DEPTH' F10., M ' STEP DETAIL SURFACE AREA OF POOL -268 SQ. FT 72 LN FT
T 1. TREAD IS MIN. OF 10" WIDE.
12' 2. RISER NOT GREATER THAN 12"
M X. ° EXCEPT IF MORE THAN (3) TREADS
ARE USED.
3. ALL STEPS TO BE SOLID GUNITE
4000 PSI.
N.T.S.
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER=4" THICK WALLS W/#3 REBAR @ 12" O.C. EACH WAY
3' TO 6' = 6" THICK WALLS WI#3 REBAR @ 12" O.C. EACH WAY
0' TO 3' = 8" THICK WALLS W/W REBAR @ 12" O.C. EACH WAY
9 ft.
�f
° • 6 3 ft.
/
/ y
AV
0
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 BAOKFILLED MARTIAL ARE PROVIDED
AT C.O. OF THE SWIMMING POOL
WI 'NOUTS
WHEN PROVIDED
SHALL BE AT 20" MAX.
BELOW THE
WATERLINE
20" max.
18"�
N.T.S.
SEPTIC /
DRAINFIELD IN
FRONT OF
HOME
CONCRETE DECK
1/4" PER FT. SLOPE
REMOVE GRATE &
NT PLUG FROM MAIN
OVERPOUR
BEND INTO DECK 48" �C1NAX--►
C
ATTACH AUX. PUMP
(OR CAP TIL
WHERE
, .
EN EMPTYINGPOO
APPLICABLE
6"X6"
TILES
4" SLAB
INTERIOR
2500 FIBE
E SHALL
FINISH
TYPICAL WALL
CURED IN
4 /2 rYP. SECTION &
CE SO
:RA
WALL WELLT
TOOLS
(NO SCALE)
EQUIRED
F�VAL
EX FORM
6" TYP.FT
WALL
FLOOR
L
" O.C.B.W.
E
OR DEPTHS
HAN 6' ADD 1-
AR @ 6" O.C.
TO PUMP
0
GRAVEL BED
FOOTER DETAIL
(1) #5 REBAR
/OR (2) # 3 REBAR ,
3„ 8„
NO SCALE
SC N EL
JOB NAME: GRIFFITH
ADDRESS: 6101 PINETREE DR FT. PIERCE
PERMIT NO.:
DATE DRAWN: MARCH 9, 2018
DRAWN BY: DAVE CURLAND
DESIGNER APPROVAL: 5DC
CUSTOMER APPROVAL:
SCALE: 1/4" = 1' RAY REINHARD
PE # 47041
1010 EASTER LILLY LANE
( I I r
UNIT 203 VERO BEACH 329,
1-
; ♦,' ti.J Iyl
CONCRETE
POOLS, INC
1 ROW OF WATERLINE TI
1, R 3.6' .. _ -4 S/a" THICK
IF
#3 STEEL @ 12" O/C E.W. 5.5 LIGH WALLS
SHALL
FLOOR SLOPES' 6" THICK NOT
FLOOR SLOPES SHALL BE SLOPE
REASONABLY UNIFO-RMARD GREATER
COMPLY WITH ARTICLES 661 THAN 11°
THRU 6 6 3
CYCOLAC MAIN DRAIN
21
TYPICAL SECTION_ THRU_POOL
(NO SCALE)
APR 18 2018
STST• Lucil n� Permitting