HomeMy WebLinkAboutPOOL SPECIFICATIONSFILE COPY
PROPERTY LINE
SAFETY BARRIER:
PROVIDE 48" HIGH MIN. FENCE PER LOCAL
CODE W/ SELF -CLOSING, SELF -LATCHING
GATES (PRINCE DEV.)
Ulm
►iL P.2)
ALL DOORS AND WINDOWS PROVIDING DIRECT
ACCESS FROM THE DWELLING TO THE POOL
SHALL BE EQUIPPED WITH AN EXIT ALARM TO
COMPLY WITH THE FLORIDA BUILDING CODE
CHAPTER 4, SECT. 424.2.17.1.9.
R L3,f
WE HAVE REVIEWED THE POOUSPA PLAN
AND APPROVE ALL ELEVATIONS, DEPTHS,
AND DIMENSIONS TO BE CORRECT UNLESS
OTHER WISE NOTED ON PLAN.
• APPROVED WITH THE 2017
FLORIDA BUILDING CODE FOR
RESIDENTIAL 6t" ED.
SPECIFICAMNS
MAX. WIDTH 12'-6" MAX. LENGTH 36'
MIN. DEPTH 3'-6" MAX. DEPTH 5'
SHAPE CUST ELEVATION T.B.D
FILL FROM EXCAVATION: _ HAUL
TILE: INCLUDED
INTERIOR FINISH: GEM FINISH
POOL PUMP: VS FHPM 17PIIA1 T
WIiN ANSI/4PS194GCA59M1
PUMP MARE PER FBC / 1.20
DISCHARGE LINE TO GROUND
JANDY "AQUA -PURE" 1400 SALT - INC
HANDRAIL NA LADDER NA
HEATER: NOTINCLUDED
VACUUM HEAD INCL POLE UNCL
VACUUM HOSE INCL BRUSH INCL
LEAF SKIMMER INCL TEST KIT INCL
TREE / STUMP REMOVAL NA _
REMOVE EXISITING CONCRETE__NA
PUMP POOL PATIO NA
SCREEN ENCLOSURE NA
ELECTRICAL INC
POOL PATIO PAVERS TO MATCH
EXISTING PATIO NA
DEC' (RAIN INC
GALwN CAPACITY -POOL 13,838 GAL.
TURN -OVER RATE 6 hrs
TER—MITETREAT—IN—C BARRIER
MAX. WATER VELOCITY - 6 ff.is FROM TRUNK LINES
TO 8' SUCTION LINES, 10fps MAX RETURN LINE
SKIIIN..OER MIN. FLOW 25 GPM
SURFACE AREA OF POOL - 435 Sg. FT.97'
GIAMUM NOT :
. SEAMANS POOL CONBT.UCTON TO COMPLY WI FLA.. CODE AND W ALL LOCAL ORDINANCES AND
IDNNOREGULATICNS.
].SINMMING PWL TO BEAR ON ROCK OR UNDISTURBED NANO, ALL WAIIB AND FLOORS ABDUL NE SHOUTED
ORBOUIEOINPIACE CONCRETEM MIN IAMMI.OWPEI. CONCRETE It FS pAYN COAMEARRE STff..
S. ANDERSON SHALL BE NOTRED IF SOIL=I LINO LESS THAN NM PAY.. OR MUCK Sift -TOR LCOM SOFT SM
N BOONS, A SOIL REAMS CAPACITY OF B 00 P,SFIN M . HAS BEEN USED EOC..
. FENFORS02 BARS SHALL BE HEW BILLET BRpDEb,
CALLPOOL WNNOTOBEPH.C.SCHEDUIF W MIN. ANDBEARTHENA.F.APPRCIAL.
S.BACKr...NALLMENCOFN ..LOCALONDINANCFS.
'--S CSALOF POOL WATEp 811ALLCONFONMRILCC1LORpINANCE8.8V0ACE4MgHO5XNILONTAW
WATER ENTEM PROPERTY TINES. SCREWS SHALL NOT PERNST FOR SORE THAN ONE HOUR,
S. MATER VS CREMAL SHALL SE INSTALLED SO THAT THERE IS NO C ROSS CONNE THON WO!A
DOMESTIC WATER SUPPLY M SISTER ACIMSLL SYBTEM.
S. GRATE AT MPN GRAIN SHALL HAVE A MEE AREA OF FX THE AREA OF THE SUCTION TINE
1HAN ♦TNUMSTM MSHALLNAVEAREMCVABLESCIIEENWIAMNIMUMMEEAREAOFSXMEAREAOF
THE... N LINE.
" E
L
EC
TRICAL: INSTALL MRINO A DEMOS AS SHOWN IN'POM DATA' HEREON. LIGHT CONNECTION TO
CONFORM TONATYJNAL EIECTRICAL COOS LATEST NOTION,
1E. ALL METALLM CONCUITS, PIPING SYSTEdHR. RENFORCEO STEEL. LOST FIXTURES S MOUSING, NETAL
FARTS OF IAODERR MANORNLS. SAME BOARDS& WPF RATS TO BE BONDED TOGETHER A tlbVNOEO TO A
COMMON GROUND, BONRNO CONDUCTOR SHALL NOT BE SMALLER THAN H COPPER,
13
. NO OVERHEAD OPEN WIRE OMER PCOL BATIK
CppTUWE FA ER SHALL HAVE A MTRATON RATE NOT TO EXCEEO S O.P.M. I S.F. OF ENRR AREA. NO
BACK AASN REQUIRED.
CIXITMACTOR SMALL VERB Y ALL OUSER M MR AND CON .N. AT SITE SNORE START.. THE P.CONTMCIOR SNA L VERRY LdT BB OF ELECT ECAL RENAME BY SF.PAI. CONRAN,,
10. SPECIAL ATTENTION SHALL BE OVER TO EXISTING FOURSA HON TO PRESENT UNOERMM UC.
JOB NAME: BOWEN
ADDRESS: 3911 DUNESIDE DR.
LOT 24 TARPON FLATS
PERMIT NO.:
DATE DRAWN: MAY 7, 2018
DRAWN BY: F. DELROCCO
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
SCALE: 1/4" = 1'
R ; CONCRETE
1 ROW OF WATERLINE TILE
STEEL @ 12" O/C E.W.
FLOOR SLOPEZ`
FLOOR SLOPES SNALL Be
REASONABLY UNIWRM AND
C9MPLY Y11TH ARTICLES S A
THRU E S.3
POOLS, INC.
_ 6" THICK
LIGH1
5'
WALLS
SHALL
NOT
6" THICK
SLOPE
GREATER
THAN 11E
LHARD
n;777
PE # 47041
1010 EASTER LILLY LN.
FILE COPY
P.1OF2
$CImivw
mCft*
W
, LUCIE COUNTY BUILDING
wFWED FOR COMPLIANCE
PLANS ANU rcnl-1, I '_- --
SITE OR NO INSPECTIONS) WILL BE MADE
ARE SUB ECT PLANS TO AN AND CO RECT ONSORI
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
FILE COPY
RECEIVED
MAY 2 3 2018
ST. Lucie County, Permlt0ng
SCANNtD
St Lucie CoMy
COPING
4" MIN.
LIGHT
SP 10-22 WALL FITTING
INSIDE PIPE
POOL
SAVI NICHELESS
LED LIGHT
NO NICHE 1" LIGHT
CONDUIT
UNDERWATER
LIGHT DETAIL
1N' SCH 40 PVC (NoscaLE)
SLEEVE
EQUIFIVItIv 1 LATUU 1
LEGEND
1. 2" POOL RETURN LINE
2. 1.5" WATER SUPPLY TO DECK JETS
3. 2" VACUUM LINE
4. 2.5" POOL MAIN DRAIN LINE
5. 2" SKIMMER LINE
A.VARIABLE SPEED FLOPRO REC. PUMP
W/APPR HAIR & LINT STRAINER
B. 1.5" TO WASTE OR TO GROUND
C. CARTRIDGE FILTER W/PRESSURE
GAUGE AND AIR RELIEF VALVE
D. VALVES (TYP)
E. JANDY "AQUA -PURE" SALT SYSTEM
CERTIFICATION OF COMPLIANCE
Contents: 1
Part Number.
Desulption:
Size:
640-231X V
p e w
p • O �^^ r
Round Anti -Vortex Suction outlet
8.1
Open Area: 11.83 i62
GPM @ 15 fps: 55
floorflow Bate: 100 GPM
Wail Flaw flare: 64 GPM
Date of Manufacture:
LOA
DEC 10 2000
This product has been tested to ANSI/ASME 112.19.8-2007 (addendum 8a-2008) per §1404 of the
Virginia Graham Baker (VGB 2008) Pool and Spa Safety Act Certified by: Underwriters laboratories,
Inc, 2929 E. Imperial Highway, Suite 100, Brea, CA92821-6729
This product Is certified to (amply with §1404 of the Virginia Graham Baker (VGB 2008) Pool and Spa
Safety Act. A copy of the test results for the above may be found at www.waterwayplastics.com or go
to www.ul.com,This product is manufactured by Waterway Plastics, Oxnard, CA 93030
Ganalna ti
2200 East Sturgis Road, Oxnard, (A 93030 • Ph. (805) 981.0262 • Eax 1805) 9BI-9403
u MAI.watervsypliBuG.mm•waterway@waterwayplastics.com
C)tlam.,ftW 810-0150.1208
POOL RETURN LINES 2" TO FIRST TEE
POOL DETAIL
APPROVED MAIN DRAIN FRAMES AND GRATES
PER V.G.B. ASME/ANSI 112.19.8-2007
• •• APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR
RESIDENTIAL WITH THE 2017 SUPPLEMENTS AND THE
• • ANSI/APSP-7 2006 FOR SUCTION ENTRAPMENT AVOIDANCE
MINIMUM -(2) SUCTION LINES PER PUMP 3_FT.
SEPARATION OR SEPARATE PLANES
• I
3 FT. MIN.
2.5" SUCTION LINE
TO PUMP MAX 117
G.P.M.
TO FILTRATION PUMP
6 FPS MAX
3" PLUMBING LINES
FROM SUMP W/3" TEE
SWIMOUTS_-
WHEN PROVIDED
SHALL BE AT 20" MAX.
BELOW THE
APPROVED WITH FBC 2017WATERLINE
20" max.
18"
FILTRATION PUMP
345O WM
_ 50 RP�
FILTRA ION
1710 RPM I PUMP HIGH
SPEED
0 10 20 30 W m 60 70 W 90 100 110 Im 130 IW ISO 16D 170 iW 190 2
FILTRATION I FLOW GPM
PUMP LOW
SPEED
MISC,_NOTES
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 AREA
WHERE DECK IMBED .6" ABOVE POOL
#8 GROUND WIRE
HANDRAIL BONDING DETAIL
12" MAX. WHERE APPLICABLE
48"MAX PER NATIONAL ELECTRICAL CODE
WATER DEPTH
F10" MIN. e
o -STEP DETAIL
1. TREAD IS MIN. OF 10" WIDE.
2. RISER NOT GREATER THAN 12" EXC
c IF MORE THAN (3) TREADS ARE USED.
3. ALL STEPS TO BE SOLID
GUNITE 4000 P51.
STEP DETAIL_
N.T.S.
0
SAFETY BARRIER:
PROVIDE 48" HIGH MIN. FENCE PER LOCAL
CODE W/ SELF -CLOSING, SELF -LATCHING
GATES APPROVED DOOR/WINDOW ALARMS
SAFETY BARRIER PER FRC 4501.17-4501.17.1.15 &
ASTM5034-95, ASTM D3787-89, ASTM 653-96
&
R4501.17.1 THRU R4501.17.3
POOL BARRIER PER FRC 4501.17-41.1.17.3 AND
ANSI/NSPI-5-1995
FUTURE HEATER
30" MIN. CLEARANCE
IN FRONT
OF SUBPANEL
Q11C
ECG. --LAYOUT
1/a"=1
POOLBOND PB-2008
WATER
W.L.
DECK
WIRE
LOCATION OF
WATER BOND
EQUIPOTENTIAL BONDING GRID
PER N.E.C. 2014 SEC. 680.26
(WHERE ADOPTED)
18" MIN.
( ENTIRE PERIMETER
7_
SOIL
#8 SOLID COPPER
BOND WIRE W/APPR.
CLAMPS 8 GAUGE SOLID COPPER
(ONE ON EACH SIDE WIRE
OF POOL 4 TOTAL)
__
EQ_UIPOTENTIAL.BONDING GRID DETAIL MINIMUM 18" (MAX. 24") FROM
EDGE OF POOL AROUND
PER N.E.C. 2014 SEC. 680.26 ENTIRE POOL PERIMETER
(WHERE ADOPTED) BURIED 4" TO 6" DEEP
• APPROVED WITH THE 2017
FLORIDA BUILDING CODE FOR
RESIDENTIAL 6t" ED.
NOTE; CLEAN FILL COMPACTED
TO 95% MAX. DRY DENSITY
UNDER DECK ONLY
NOTE: REMOVE GRATE 8
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUX. PUMP
LINE WHEN EMPTYING POOL
6"X6" TILE
INTERIOR
GRATE SHALL FINISH \.
BE SECURED IN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
PLUG
GRAVELBED
6" TYP.
FLOOR
TO PUMP —►
60 AMP POOL PANEL
WI(3) -#6 THHN CU WITHIN'/1'
ELECTRICAL CONDUIT \
#8 SOLID CU GROUND WIRE
TO EXISTING PANEL
TYPICAL_W_ALL
SECTII-ON_&
WELL ALE)POINT
(NO SCALE)
ISTEEL-TEX FORM
R KRAFT WALL
#3 @ 12" O.C.B.W.
(NOTE: FOR DEPTHS
TREATER THAN V ADD 1-
#3 COVE BAR @ 6" O.C.
ENGINEER SHALL BE NOTIFIED IF SOIL BEARING LESS
THAN 2600 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 THI` 'ESGN.
S.P.S.T. TOGGLE
SWITCH
/ MANUAL MOTOR SWITCH
L/ VARIABLE SPEED FLOPRO PUMP MOTOR
rW/BUILT-IN OVERLOAD SWITCH Wl3- #10
THHN CU WITH -IN Y:" CONDUIT
TIMECLOCK
DISCONNECT
(2) POOL LIGHTS —J SALT SYSTEM
(GFI NOT REQUIRED)
1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE.
2.3412 THHN CU WITHIN 1/2" MIN. CONDUIT FOR POOL LIGHT (S)
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC, WITH #8 SOLID, BARE COPPER.
4. ALL POOL PUMPS TO GFCI PROTECTED PER NEC 680.22 (B)
5. PROVIDE W.P. G.F.I. OUTLET 10' MIN. - 20' MAX. FROM WATER'S EDGE
ELECTRICAL DIAGRAM__
N.T.S.
MUST HOLD 35 PSI FOR AT
I FAST 10 MIN .:
(NO SCALE)
(2) MAIN DRAIN
MIN. X APART
r
FILTER
HAIR & LIN'
CATCHER
(COMPONENT OF
PUMP I
RAY REINHARD
PE # 47041
1010 EASTER LILLY LN.
VERO BEACH, FL. 32968
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