HomeMy WebLinkAboutPOOL PLANS18" MIN.
( ENTIRE PERIMETER)
PAVER DECK OR CONCRETE DECK
W.L.
#8 SOLID COPPER BOND
WIRE W/ APPR. CLAMPS
(ONE ON EACH SIDE OF
POOL 4 TOTAL)
EQUIPOTENTIAL BONDING GRID DETAIL
PER N.E.C. 2014 SEC. 680.26
(WHERE ADOPTED)
FILE COPY
8 GAUGE SOLID COPPER WIRE
MINIMUM 18"(MAX 24") FROM EDGE OF
POOL AROUND ENTIRE POOL
PERIMETER BURIED 4" TO 6" DEEP
POOLBOND PB-2008
DECK
WATER --I::: TB"18
BONDING WIRE
J LOCATION OF
*LOCATION OF GFI WATER BOND
RECEPTACLE
TO BE DETERMINED IN LOCATE IN -FIELD
FIELD PER NEC 680 DIRECTIONS:
MIDWAY ROAD WEST SHINN ROAD, TURN
EQ. LAYOUT RIGHT, GO OVER OKEECHOBEE ROAD, MAKE
- - RIGHT ONTO CARLTON ADAMS ROAD, HOUSE
EQUPADDPENT IS ABOUT % MILE ON THE LEFT, NEW
30" MIN. CLEARANCE CONSTRUCTION HOME
IN FRONT PER FBC
OF SUBPANEL 4501.22(9.2)
VERIFY EXACT LOCATION
FILTER OF POOL EQUIPMENT IN
FIELD WITH HOMEOWNER
PUMP
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ELECTRICAL DIAGRAM AND
ELECTRICAL DIAGRAM N.T.S.
GFI
OUTLET PER
2014 NEC
2" VACUUM LINE
2.5" POOL MAIN DRAIN
2" SKIMMER LINE
2" POOL RETURN LINE TO FIRST TEE, 1.5" TO POOL
1.5" TO WASTE OR DISCHARGE TO GROUND
1.65HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIR AND LINT
-RAINER
CARTRIDGE FILTER W/ PRESSURE GAUGE AND AIR RELIEF VALVE
VALVES (TYPICAL)
INSTALL PERMA-CAST WATER BOND OR APPROVED EQUAL TIED TO PUMP
20UND W/ #8 SOLID COPPER & APPROVED LUG (MIN. 9 SO. IN SURFACE AREA
',POSED TO WATER) PER MFGR'S SPECS (FIELD VERIFY LOCATION)
JANDY TRUE CLEAR SALT SYSTEM
FOOTER DETAIL
(1) #5 REBAR
OR (2) # 3 REBAR
0
$„
NO SCALE
FILE COPY
611t. 11 1n.
3.5- DEEP
c
TILED STEP
EDGES
33 ft. 11 in.
24 ft.
COLOR LED
LIGHT
11PMENT LAYOUT N.T.S.
® Y�
SCREEN DOOR
LOCATIONS TO BE
DETERMINED WITH
PIONEER AND
HOMEOWNER
TILED
SKIMMER
B3
-- ----,ci-7� - --`-
DECO DRAIN LOCATION TO CHILD SAFETY BARRIER
FENCE NO CLOSER THAN
BE DETERMINED IN FIELD 20" FROM WATERLINE
POOL BARRIER PER FRC R4501.17.1-
R4501.1.17.3 AND ANSI/NSPI-5-1995
MANUAL MOTOR STARTER
SWITCH
JANDY TRUE CLEAR SALT 1 HP VARIABLE SPEED JANDY
PUMP MOTOR WITH BUILT-IN
POOL PANEL W/ 60 AMP OVERLOAD SWITCH W/3- #10 THHN/2 BRKR & (2)-#6 & (2) #10 GND CU WITHIN'" MIN. CONDUIT (GFCI
THHN CU IN 1" RPVC CONDUI PROTECTED)
S.P.S.T. TOGGLE SWITCH
(1) POOL LIGHTS
(GFI NOT REQUIRED)
JUNCTION BOX \
/ TIME CLOCK
PUMP BONDED W. P. DISCONNECT
BACK TO POOL 12 VOLT TRANSFORMER
ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE. ELECTRICAL CONTRACTOR TO
:RIFY 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)
SAFETY BARRIER PER FRC R4501.17.1-
R4501.17.3 & ASTM5034-95, ASTM D3787-
89, ASTM 653-96
EXISTING CONCRETE PATIO
BY BUILDER, A&G TO
TEXTURE AND FLOCRETE
TO MATCH NEW POOL
DECK
POOL PATIO
WATER LEVEL
FRO'
POWER
1" LIGHT SUPPLY
Z CONDUIT
UNDERWATER UNDERWATERL_I-GHT
LIGHT DETAIL
APPROVED (NO SCALE)
GROUND CLAMP
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL, RAILS
& EQUIPMENT
POOL FINISH
0
2
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0
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THESE PLANS AND ALL PROPOSED WORK
ARE TIONS
REQUIRED EBY FIELD NCT TO ANY $ ECTQRS THAT
MAY BE NECESSARY IN ORDER TO
CONIPLY 1/.TH ALL APPLICABLE CODES.
OUTSIDE ANGLE OF REPOSE
V AND FURTHER = 4" THICK WALLS W/#3 REBAR @ 12"
O.C. EACH WAY
3' TO 6' = 6" THICK WALLS W/#3 REBAR @ 12" O.C.
EACH WAY
0' TO T = 8" THICK WALLS WI#3 REBAR @ 12" O.C.
EACH WAY
9 ft.
1 1
V5-FHP1,0 PERFORMANCE CURVES
3450 RPM
2750 RPI
oODAPM
1730 RPM
77
LOW SPEED 28 GPM I
FILE A .NCOPY
• APPROVED WITH THE 2017 FLORIDA BUILDING CODE
61h EDITION FOR RESIDENTIAL
GENERAL NOTES:
1. SWIMMING POOL CONSTRUCTION
TO COMPLY W/ FLA. BLDG. CODE AND
WITH ALL LOCAL ORDINANCES AND
ZONING REGULATIONS.
2. SWIMMING POOL TO BEAR ON
ROCK OR UNDISTURBED SAND. ALL
10 20 30 40 50 60 70 e0 90 100 110 120 130 140 I90 160 170 100 110 200 WALLS AND FLOORS SHALL BE
FLOW GPM GUNITED OR POURED IN -PLACE
CONCRETE W/ MINIMUM 3,000 P.S.I.
CONCRETE (@ 28 DAYS)
COMPRESSIVE STRENGTH.
3 ENGINEER SHALL BE NOTIFIED IF
SWIMOUTS
Per F.R.C. 4501.18 AND ANSI/
NSPI-5-2003
SOIL BEARING LESS THAN 2500 P.S.F.,
OR MUCK, SILT OR LOOSE, SOFT SOIL
IS FOUND. A SOIL BEARING CAPACITY
OF 2,500 P.S.F. HAS BEEN USED IN
THE DESIGN.
4. REINFORCING BARS SHALL BE NEW
BILLET, GRADE 40.
5. ALL POOL PIPING TO BE P.V.C.
SCHEDULE 40 MIN. AND BEAR THE
N.S.F. APPROVAL.
6. BACK -WASH SHALL BE IN
COMPLIANCE WITH LOCAL
ORDINANCES.
7. DISPOSAL OF POOL WATER SHALL
CONFORM TO LOCAL ORDINANCES.
SURFACE GRADING SHALL CONTAIN
WATER WITHIN PROPERTY LINES.
POOL DETAIL APPROVED WITH THE 2017
PONDING SHALL NOT PERSIST FOR
m
APPROVED MAIN DRAIN FLORIDA BUILDING CODE 6TN
MORE THAN ONE HOUR.
3 ;
FRAMES AND GRATES EDITION FOR RESIDENTIAL
8, WATER SUPPLY & DISPOSAL SHALL
3 ft.
PER V.C.B. ASME/ANSI AND THE ANSI/APSP-7 2006
BE INSTALLED SO THAT THERE IS NO
112.19.8-2007 FOR SUCTION ENTRAPMENT
CROSS CONNECTION WITH A
AVOIDANCE
DOMESTIC WATER SUPPLY OR
° •
MINIMUM (2) SUCTION LINES PER PUMP 3 FT.
WATER DISPOSAL SYSTEM.
�
SEPARATION OR SEPARATE PLANES
GRATE MAIN DRAIN SHALL
7 u'
H E
HAVE A FREE AREA OF 4X THE AREA
7
4
3 FT. MIN. 2" RETURN
OF THE SUCTION LINE
loy
TO FIRST
10. HAIR & LINT STRAINERS SHALL
O O
TEE
HAVE A REMOVABLE SCREEN WI A
Q
°
MINIMUM FREE AREA OF 3X THE AREA
EXCAVATION INTO THE ANGLEF REPOSE IS
°
OF THE SUCTION LINE.
ALLOWABLE PROVIDED:
11. ELECTRICAL: INSTALL WIRING &
* SHORING IS INSTALLED AT EXCAVATION AND
'
DEVICES AS SHOWN IN "POOL DATA"
SHORING SHOULD BE SUFFICIENT TO SECURE
2.5" SUCTION " PLUMBING LINES
HEREON. LIGHT CONNECTION TO
SOILS FROM EROSION OR SETTLEMENT
LINE FROM SUMP W/ 3"
CONFORM TO NATIONAL ELECTRICAL
NO UNDERMINING OCCURS OR ENGINEER
MAX GPM 117 TEE
CODE- LATEST EDITION.
APPROVED IF ANY DOES
TO FILTRATION PUMP 6 FPS MAX
12 ALL METALLIC CONDUITS PIPING
* COMPACTION TEST OF THE BACKFILLED MARTIAL
ARE PROVIDED AT C.O. OF THE SWIMMING POOL
V c,��I
ST. LUCIE COUNTY BUILDING D
REVIEWED FOR C MPLIANCE
REV p l_
DAT I
PLA AND PERMIT MUST BE KEP'
SITE OR NO INSPFCTION(S) WILL
MISC._NOTE_S_
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 Ajt1
WHERE DECK RAISED +6"
ABOVE PO
48" MAX
WATER
DEPTH F10"F o
0
i MAY o o /
fj
#8 GROUND WIRE
HANDRAIL BONDING
DETAIL
STEPS WHERE APPLICABLE
PER NATIONAL
ELECTRICAL CODE
STEP DETAIL
1. TREAD IS MIN. OF 10" WIDE.
2. RISER NOT GREATER THAN 12"
EXCEPT IF MORE THAN (3) TREADS
ARE USED.
SYSTEMS, REINFORCED STEEL, LIGHT
FIXTURES & HOUSING, METAL PARTS
OF LADDERS, HANDRAILS, DIVING
BOARDS & SUPPORTS TO BE BONDED
TOGETHER & GROUNDED TO A
COMMON GROUND. BONDING
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 EXCEED 3
G.P.M. / S.F. OF FILTER AREA. NO
BACK -WASH REQUIRED.
IS. CONTRACTOR SHALL VERIFY ALL
DIMENSIONS AND CONDITIONS AT
SITE BEFORE STARTING THE
PROJECT. CONTRACTOR SHALL
VERIFY LOCATION OF ELECTRICAL
SERVICE BY F.P.&L. COMPANY.
16. SPECIAL ATTENTION SHALL BE
GIVEN TO EXISTING FOUNDATI
SPECIFICATIONS
MAX. WIDTH 12' MAX. LENGTH 24'
MIN. DEPTH 3.5' MAX. DEPTH 5.5'
SHAPE CUST ELEVATION T.B.D
FILL FROM EXCAVATION STOCKPILE
TILE INTERIOR FINISH GEM FILTER CS200
PUMP MAKE JANDY 1.65HP VS FLOPRO
PUMP HP: POOL 1.65HP VS FLOPRO SPA NA
FILTRATION PUMP COMPLIANT WITH ANSIIAPSPIICC-15 2011
LIGHTS POOL 1 CLR LED SPA NA
TRNFORM: POOL 1 300 WATT SPA NA
MAIN DRAIN: POOL 2 SPA NA
SKIMMER (1)
RETURNS: POOL 3 SPA NA
JETS: POOL SPA NA
VALVED VAC LINE INCL FILL LINE INCL
DISCHARGE LINE TO GROUND
CHLORINATOR JANDY TRUE CLEAR
HANDRAIL NA LADDER NA
DIVING BOARD NA SLIDE NA
HEATER NA
VACUUM HEAD INCL POLE INCL
VACUUM HOSE INCL BRUSH INCL
LEAF SKIMMER INCL TEST KIT INCL
TREE / STUMP REMOVAL NA
REMOVE EXISITING PAVERS INCL
PUMP POOL PATIO INCL
SCREEN PIONEER
ELECTRICAL INCL
_
POOL PATIO CONCRETE FLOCRETE
EXISTING PATIO __TEXTURE AND FLOCRETE--
DRAIN INC
_
GALLON CAPACITY -POOL 9,694 GAL.
GALLON CAPACITY -SPA NA
TURN -OVER RATE 6 hrs
TERMITE TREAT INC BARRIER INC
MAX. WATER VELOCITY - 6 tt.ls FROM TRUNK LINES
TO 8 ftft SUCTION LINES 10fos MAX RETURN. LINE
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL -288 SQ. FT 72 LN FT
JOB NAME: SWAIN
ADDRESS: 16183 CARLTON ADAMS
ROAD, FORT PIERCE, FL
PERMIT NO.:
DATE DRAWN: JANUARY 23RD. 2019
DRAWN BY: JASON BARAN JB
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
SCALE. 1/4" = V
&� CONCRETE
ft =� POOLS, INC.
i/ 3. ALL STEPS TO BE SOLID GUNITE PREVENT UNDERMINING.
4000 PSI. q /
LE cOpy
N.T.S. o 6 e Z
OVERPOUR BEND INTO DECK @ 48"
OTE: REMOVE�GRATE&(OR CAP TILE, O.C. MAX.
WELL POINT PLUG FROM WHERE
MAIN DRAIN &ATTACH APPLICABLEa
AUX. PUMP LINE WHEN 6' X6" TILE
GRATE SHALL BE
SECURED IN PLACE
SO THAT TOOLS
ARE REQUIRED
FOR REMOVAL
THREADED
PLUG
GRAVEL BED
4" SLAB
INTERIOR 2500 FIBER
FINISH TYPICAL WALL SECTION &
4 1/2" TYP. WELL POINT
WALL
6" TYP.
FLOOR
TO PUMP ►
(NO SCALE)
STEEL-TEX FORM OR
KRAFT WALL
#3 @ 12" O.C.B.W.
TE: FOR DEPTHS GREATER
W 6' ADD 1- #3 COVE BAR @
6" O.C.
#3 STEEL @ 12" O/C E.W.
FLOOR SLOPE
FLOOR SLOPES SHALL
BE REASONABLY
UNIFORM AND COMPLY
WITH ARTICLES 5.6.1
1.
THE SLOPE OF THE FLOOR
FROM. THE SHALLOW E_ ND
WALL TOWARDS THE DEEP
FOOT IN 7 FOOT
IL SECTION _THRU_POOL
(NO SCALE)
CYCOLAC MAIN DRAIN
RAY REINHARD
PE # 47041
6" THICK
3'
4 1/2" THICK
WALLS
SHALL
NOT
SLOPE
GREATER
THAN 11 °
1010 Easter Lilly Lane
Unit 203
Vero Beach, FL 32963
SCANNED
St LucieY
County