HomeMy WebLinkAboutPOOL PLANSTa
POOL
383 SQ. FT. X 80 LN. FT.
DECK
801 SQ. FT.
EXISTING
DECK NA
ACCESS
PER PLAN
CHLORINATOR PENTAIR 1-CHLOR 30
HEATER
NA
FILTER
PENTAIR CARTRIDGE CC160
MISC.
SUN SHELF ONLY
(2 EA.) HYDRO JETS
JAQUES RESIDENCE
COMCARE
EALEDE RES FASTENERS AR ATiAdNMENfS
40 It
LOCATION OF GFI RECEPTACLE TO BE
DETERMINED IN FIELD PER NEC 660
6 X 6 WATERLINE TILE GW82348TS
2 X 6 STEP TILE
GW82348T5
OVER POUR
YES
HAND HOLDS
NA
OEM FINISH
AQUA CLEAR
BABY BARRIER
BLACK
COCONUT
DECKtaG
DORADO POOL CLEANER
rrM---------------------�
R R
2
I R�
wP I
/
F
it
7 fL
4-43 R
3'/V DEEP 216" 6' DE P R
I
m
`
.,
SUN S
ELF Ot4LY
72" w
1E
ft. 9 in.
-6iL 9 In.
Typ
n.P
\ LD AC 4LD
NICH LESS MESS /
RN LINES- .5" �P \ _ _ _ _ _ _ — O y
VACCINE-2" - 2 SKI MER 0
LIGHT LINE
SKIMMER UNE-2" HYDROS-2.5"
MAIN DRAIN LINE -2.5"
------------------------------- DECO DRAIN --
5 IL 3 in. 7 ft 1 . 411 7 in.
POOL SPECIFICATIONS
M WIDTH 15, MAXIMUM LENGTH
NA
OWNERS HEREBY ASSUME AND AGREE TO THE
PROVISIONS OF THE CONTRACT FOR POOL
CONSTRUCITON, AND APPROVE THESE PLANS
WHICH ARE MADE APART OF THAT CONTRACT
OWNERS SIGNATURE
ADDRESS: 21040 OLAIDES CU OFF?20A
AGENT SIGNATURE: SONJA CO'R8t7T
OOLS
by
GRE
JAQUES
A BARRIER OR ALARM IS NOT A SUBSTITUTE FOR PARENTAL SUPERVISION. N CHILD
- SHOULD BE LEFT UNATTENDED. PARENTS SHOULD KNOW THATADULT SUPERVISION [ME
ONLY WAY TO PREVENT AN ACCIDENT. THEY SHOULD MAINTAIN CONSTANT EYE CONTACT
TN-• N VATH THE CHILDREN WHENEVER THEY ARE NEAR, OR COULD GET NEAR ANY BODY OF
WATER UNFORTUNATELY, MOST ACCIDENTS OCCUR WHEN THEE IS A LAPSE IN
SUPERVISION EVEN FOR A SMALL TIME. NEVERTHELESS, PARENTS SHOULD BE AWARE THAT
ANY BODY OF WATER POSES A RISK ESPECIALLY FOR CHILDREN UNDER S YEARS OF AGE.
POOLS BY GREG CANNOT BE HELD RESPONSIBLE FOR ANY LOSS, DAMAGE, DEATH OR
Y - INJURY DUE TO MALFUNCTION OR FAILURE OF HARRIER OR ALARM WHEN USED BY THE
CUSTOMER, FOR ANY REASON BEYOND ITS CONTROL UNDER ANY CIRCUMSTANCES, FOR
ANY REASON WHATSOEVER. THE CUSTOMER ASSUMES ALL RISKS DIRECTLY OR INDIRECTLY
RELATED TO MALFUNCTIONING OR FAILURE OF BARRIER OR ALARM. POOLS BY GREG, INC,
MAKES NO CLAIM WHATSOEVER TO THE DIFFERENCE OF THESE PRODUCTS
RULES FOR POOLS
Ilai d INSTRUCT BABY.SITTERS ABOUT POTENTIAL POOL HAZARDS TO YOUNG CHILDREN
AND ABOUTTHE USE OF PROTECTIVE DEVICES SUCH AS DOOR ALARMS AND LATCHES
EMPHASRE THE NEED FOR CONSTANT SUPERVISION.
DURING SOCIAL GATHERINGS AT OR NEAR A POOL APPOINT DESIGNATED WATCHER
TO PROTECT YOUNG CHILDREN FROM POOL ACCIDENTS. MAY TTURNS
EQUIPMENT PAD 22 ft. ', 10 R. 61n. BEING THE WATCHER OTHERWISE. ADULTS MAY BECOME POULTS REOCCUPIED AN ASSUME
PER FBC 2017 SOMEONE ELSE IS WATCHING THE CHILDREN,
IF A CHILD IS MISSING, CHECK THE POOL FIRST. SECONDS COUNT IN PREVENTING
DEATH OR DISABILITY. GO TO WE EDGE OF THE POOL AND SCAN THE ENTIRE POOL
- .. BOTTOM AND SURFACE AS WELL AS THE POOL AREA
DO NOT ALLOW A YOUNG CHILD ON THE POOL WITHOUT AN ADULT.
DO NOT CONSIDER YOUNG CHILDREN TO BE DROWN -PROOF BECAUSE THEY HAVE HAD
✓'••�(!`/ SWIMMING LESSONS OR ARE WEARING A LIFE JACKET.
Y LEARN CPR,BABY•SITTERSAN OTHER CARETAKERS, SUCH AS GRANDPARENTS AND
OTHER SIBLINGS, SHOULD ALSO KNOW CPR
/ e,4' ✓(, / Y KEEP RESCUE EQUIPMENT BY THE POOL BE SUE A TELEPHONE IS POOL SIDE WITH
EMERGENCY NUMBERS POSTED NEARBY.
ST.U1C{ECOUNTY BUILDINGD Y REMOVED TOYS FROM IN AND AROUND THE POOL WHEN IT IS NOTIN USE TOYSCAN
ATfRACTYOUNG CHBAREN TO THE POOL
REVIEWEDFOR CO PLIAN T NEVER PROP OPEN THE GATE TO A POOL
REVI D Y THESE PLANS AND ALLPROPOSED WORK > NO RUNNING,PUSHING, WRESTLING OR DISTURBANCE IN THE POOL AREA NO
DAT ARE SUBJECT TO ANY CORRECTIONS ��� CHEWING GUM PERMITTED IN THE POOL AREA IRED CROSS SAFETY SUGGESTION FOR
THE HOMEOWNER TO MEET PLANS AN E M MUST BE KE 30B REQUIRED BY FIELD INSPECTORS THAT _ DONP LET ry HAIR GETNEAR INGI.
MAY B€ NECESSARY IN ORDER TO . ��— ' /� BONY LET APMENTAD DROWNINPOOL OUTLEt THE SUCTION CAN CAUSE HAIR OR
y BODY EMRAPMD KIT AT DROWNING.
SITE OR NO INSPECTION(5) MADE HAVE AFlRSTAID NIT AT POOL SIDE
COMPLY WITH ALL APPLICABLE CODES. NEVER SWIM ALONE
CHILD BARRIER CODES NO JUMPING OR DIVING IN THE SHALLOW AREA OF THE POOL
DOMT ALLOW CHILDREN TO PLAY AS THOUGH THE ARE DROWNING, A FALSE ALARM
WITH
� TH { STING FENCE �r .� MIGHT DELAY A RESCUE IN THE EVENT OF A REAL EMERGENCY.
- -, _ WHEN DIVING, ALWAYS ENTER THE WATER WITH YOUR ARMS EXTENOTD FIRMLY
D SIOTNED BY: SOA1JA CORBETi1 SHALLOW WATER CAN RESOVERHEAD AND KEEP YOUR ULT IN CERVICAL SPINE INJURIES CAUSINGNDS TOGETHER TO PROTECT YOUR PERMA PERMANENT. DIVING INTO
PARALYSIS. NEVER DIVE INTO AN ABOVE GROUND POOL
AVOID THE USE OFALCOHOL OR OTHER DRUGS AROUND WATER.
1
—Pool
construction com complies
With �FBC 20�17ANSI—�7ANSI—�15
—Water
Velocity —Max 8ft/sec
as per FBC 2017—R4501.6.3
—Pool
Barrier to comply
with
Section R4501.17-6th edition FBC
—Skimmers comply with FBC 2017—R4501.21.2
—Soil bearing capacity assumed 2,000psi @9 % compaction
—Equipment
Foundation
3'x7'
conc. slab min 3.5" thick pour in
place
or approved Hurricane
Rated precast equipment pad
WHEN PROWDE
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
MAIN DRAIN
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
Vacuum (In Hg) X 1.13
Fact Of Head
I?
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
EATIMM&IJOI RMI
TRENCH DRAIN
POOL DETAIL
(AND SCALE)
OUTSIDE ANGLE -OF REPOSE
6' AND FURTHER — 4' THICK WALLS W/#3 REBAR 012" O.C. EACH WAY
3' TO 6' — S' NICK WALLS W/13 REFIAJR 012' D.C. EACH WAY
0' TO 3' — 8' THICK WALLS W/#3 REBAR 012- D.C. EACH WAY
ft.
BOIL REMOVE GRATE & Y4' PER FT. MIN SLOPE
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUG. PUMP OVERM OR CAP TILE
UNE WHEN EMPTYING POOL WHERE APPLIGABLE
CA' TILE
GRATE SHALL 4' SLAB
BE SECURED IN INTERIOR 2500 FIBER MIX
PLACE SO FINISH 4k- TYP. WALL-3,000 PSI GUNITE
THAT TOOLS
ARE REQUIRED
FOR REMOVAL STEEL—TEX FORM
:4. OR KRAFT WALL
6" TYP. FLOOR . " . .
TRENCH DRAIN 3,000 PSI !.'1 #3 0 12' O.C.B.W.
GUNITE NOTE: FOR DEPTHS
GREATER THAN 6' ADD
TREADED (1)#3 COVE BAR 06" O.C.
PLUG
GRAVEL BE TO PUMP
TYP. WALL SECTION & WELL POINT
(NO SCALE)
#8 COPPER
TO GRID
HORIZONTAL INSTALL
08 COPPER
TO GRID
VERTICAL INSTALL
PoolBond PB-2008
Install in Plumbing T at least 3" Below
Water level in Return Piping.Install
in sprinkler box for easy access
WATER BOND DETAILS FOR
NICHLESS LIGHT SYSTEM
FILE COPY
d:W 170 (-' 639�1
41
qQj
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 MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
POOL PATIO
MISC. NOTES
WATER LEVEL
1, ALL STEPS AND SWJMOUT BENCH EDGES
WILL HAVE 24 MILE BORDER OF OPPOSITE
1:
COLOR OF GEM FINISH FOR VISIBILRY
2. HANDHOLD TO BE INSTALLED ARE WHERE
12 VAC FROM
DECK RAISED +5' ABOVE POOL
POWER SUPPLY
M
SIZE AS DETERMINED
10* MIN
BY LICENSED ELECTRICIAN
4.
UNDERWATER
LIGHT
I" PVC
POOL FINISH
CONDUIT
STEP DETAIL
1. TREAD IS MIN OF 10" WIDE.
SCHEDULE 40 PVC SLEEVE
2 RISER NOT GREATER DO 12* EXCEPT IF
NO BONDING
MORE THAN (3) TREADS ARE USED
OR GROUND
3. ALL STEPS M BE Soup GUNITE 3000 P.S,I.
REQUIRED
STEPS
SCALE)
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
a
rw--
(2) #3 REBAR OR
(1) #5 REBAR
a
FOOTER DETAIL
(NO SCALE)
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OUTLET
PER FRM01.6,
COMPLIANT WfTH
2017 FLORIDA BUILDING CODE
LISTED TO ASMEANSI Al 12,19.
32' CHANNEL DRAIN AND SUMP
25506-320-000
*THREE 2' SOCKET x 2.5" SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
*IAMPO LISTED FLOW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK
MR &
ONER
CMP 25506-32X VGB
COMPLIANT 32" CHANNEL DRAIN
TO PUN
The maximum flow rating for this suction fitting with the center port plugged and outer ports
open is 308 GPM (floor) and 212 GPM (wall) when using 2.5' plumbing and 268 GPM (floor)
and 192 GPM (wall) when using 2" plumbing. The maximum flow rating for this suction
fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM
(well) when using 2.5* plumbing and 184 GPM (floor) and 176 GPM (well) when using 2" plumbing.
SUN
DECK
OOLS
by(
GREGy[NC.
DECK 1 ROW OF WATERLINE TILE
MAX WATERLINE
7 6'-0" LIGHT Weus
66611
03 STEEL 0 12- O/C E.W.
6" THICK GBEAIER
FLOOR SLOPES THAN 11
POOR SLOPE SHALL BE
REASONABLY UNIFORM AN
Da
na
THRU K6.3 THE SHALOW an WALL
TOWGaau
AGG THE GUER AREA sNML
NOT EXCEED I FOOT N 7 EWT
117'-10"1
TYPICAL SECTION THRU POOL,
(NO SCALE)
Pipe Size
6fps
8fps
11
16
gpm
0.14'
21
gpm
0.23'
1.5'
37
gpm
0.08'
50
gpm
0.14'
2'
62
gpm
0.06'
82
O�'i Or
2.5'
88
gpm
0,05'
117
gpm
0.09
3#
136
gpm
0.04'
181
-gpm0,07'
4'
234
gpm
0.03'
313
gpm
0.05'
6#
534
gpm
M2'
712
gpm
0.03'
Determine System Flow Rate: Minimum Row Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: --- k! --- ft XXX x 7.48(gai/Ft) = _—XXX ,gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: —lM— gal / -- XXX =_ XXX + XXX XXX
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be_ l-5-_inch to keep velocity 0 8 fps max, at--1111—gipm Maximum System Flow Rate.
Return Piping to be 25 inch to keep velocity 0 8 fps max. at-117—gPrn Maximum System Flow Rate.
Main Drain Cover( SEE ABOVE System Flow Rate must not exceed approved cover flow rote.
(Make and Model) See Engineering Page for Drain Configuration
Pump Model PENTAIR INTELLIFLO VS3050 H.P. 3
Total H.P.=H.Px servio9factor. 1 H.p. Or more must be 2 speed orwriable speed
After Make PENTAIR C&C Size 150
Fidler min. area based on an. lurnmaerflayi rate pool 0.1360 min. = Flow Rate
Divide G.P.M. by Cadddge = 275 oV Sand - 15 or D.E. = 2
Time Controller make ON PUMP model ------
Controls must opande a minimum of1wo speeds.
I)PQTr,TATPF1P0P-
POOLS BY GREG
JAQUES RESIDENCE
21040 GLADES CUT OFF RD
FT PIERCE, FL
ENGINEER: GREGORY ARIAS
PROFESSIONAL ENGINEER PE' 071 10299 SoUffim Blvd. �21282
Royal -Palm Beal FL I
(305)Ill
***ELECTRIC NOT INCLUDED***
PREPARIEDBY: SHEET: STEVE HQRST-
DRAFTING & 2
DESIGN SERVICES
(772)201.784 borst.steve@yaboo.com
0 PENTAIR
TDH CALCULATOR PBG-JAQUES-HIGHSPEED
Pool Information
Flow Rate: 107.52 GPM
Total Piping lengths:
Sucgan Lift: 2 Ft
Inlet Side: 72 Ft
Discharge Side: 102 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(..It your local code)
Inlet Piping: 2.445 in
Branch Piping: 6 Fusee
Discharge Piping: 2.445 In
Inletge Piping: 0 FusgSPiping. a Fee e
Discharge Aping:
Head Loss at 107.52Gal/Min:
(not incuding fittings or veNes)
Inlet Piping: 5.09 Ft
Discharge Piping: 7.22 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer. This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes
Flow Rate:
107.52 Gal
Branch Piping:
3.0 In
Your Hand Lox:
75.50 R
Inlet Piping:
2.5 In
Mximum Flow Rate
Discharge Piping:
2.5 In
at Maximum RPM:
107.62 Gal/Min
Ensure the train cover max 06w rating Is not
exceeded.
head Loan at
75.50 R
Maximum Flow Rab:
150
125
25
0
System Head Pressure Curve
In-R"Variable Speed, VStSVRS, VF, or VSF - 3450 rpm
Clean System
Deabed QpmaOan Polrn
o 50 dumetdc Flow Rate (GPM)
100
Selected Components
150
Components
Heed Lou m
Hun.
deanery
t07.63691iffin
InmIOCM1I.r IC-30
1
3.02
T x 2.S 3way vaWa
3
7.19
Mein Drain
1
1.W
CWneMCkm
1
7el
IQ Inch Rel.4
M.93
Piping
Inlet
Ofxfierpe
Heed Laa.af
MaIrH
Queaery
Qnenfily
107.01010NI
W dgme3wx
a
14
9.76
Tee Thmdh
0
5
1.11
Pumps
llama
Qeaedry
IneaHp Vadede Speed, VS.SVRS, VF,
1
.VSF
arWEWS d-
we rapisbrotl bedenwb anayarhedemaM9 prPenfeMWawPa0laM Spa. IrW andb/x9 emlwedcmngnme m bw Un000 SWesanw.d0ef
Wunfdm. (lino expreadynaed. nWnes entlbnntl9 dmwp.rtme aM maybe uwtl M rain tl9cumenf era n. ueatlm mtltie en eefiaeW m
enrmrserrwrrl3afxm fM owners o/Nese M/Iw961WWenda aM PenfW Weser Pool arW apes, lnc. laws names erW lands maYb fie
tradmnaras mreesroredha0ernerka ortlxw mwwroes. firceuae x an Wntlnuoustylmpmv0p pwpmOvcls entlswvkea, Penhn Weems ao
dpMm cbmaa epwfficafmfa IyaNYlpdp/I101ka. PeMah la an aquW aWprmab employer.
FILE COP
0 PENTAIR
TDH CALCULATOR PBG-JAQUES-LOW SPEED
Pool Information
Pod Volume: 12000 Gel
Total Piping Lengths:
Tura Over Time: ed0 the
Ini"Idw. 72 Ft
Sucgon Ldt 2 Ft
Discharge Side: 102 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(mnwit your local code)
Inlet Piping: 2.445 In
Branch Piping: a Fusee
Discharge Piping: 2.445 In
Inlet Piping: 8 Fusee
Discharge Piping: 8 FVSec
Piping Head Loss at 33.33GaVMin:
P g
(not mwtling fittings or valves)
Inlet Piping: 0.58 A
Discharge Piping: 0.82 Ft
For advanced pools that contain multiple suctions, this program may be
Inaccurate. Consult a hydraulics engineer. This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flow Rate:
33.33 GaWin
Branch Piping:
1.5 In
Your Head Loss:
9.25 F
Inlet Piping:
1.5 In
Maximum now Rate
Discharge Piping:
1.5 In
at Maximum RPM:
107.52 Gai/Min
Ensure the drain cowrmax Now rating Is not
exeeeded.
Head Lose at
7550 Ft
Maximum Flow Rate:
System Head Pressure Curve
Intell0a Variable Speed, VS*SVRS, VF, or VSF - 1200 rpm
Goan System
Dee mooperabn POim
0 10 VolpmMlo ROW ROW (GPM) 40 5g
Selected Components
Components
M.
IntMlC wiC-30
Tx2.Y3 xyv W.
M.m Drab
Chan eM Cam
1nlmh Ramon
Piping
hlwor
w de0ree a
Tea Tl.wgb
Heed L..a a
,emery 33.330dI1,11n
1 0."
3 0.22
1 0.35
1 Do
a zee
NM 01s hage Head Lom a
Quaxry guarder, 33�1.
0 14 1.12
0 5 0.20
Pumps
Hems Qwlwry
Inwa%wna it Spee0. VS+SVRS, VF, 1
.VSF