HomeMy WebLinkAboutPOOL SPECIFICATIONSPOOL
482 SQ. FT. X 98 LN. FT.
DECK
1,101 SO. FT.
EXISTING DECK 300 SQ. FT. GRIND AND TEXTURE
ACCESS PER PLAN -
CHLORINATOR PENTAIR i-CHLOR 30
HEATER NA
FILTER`PENTAIR CARTRIDGE FILTER CC150
MISC.
SUN SHELF
A
m
I
9 ft. 5 in.
HESTER RESIDENCE
12"
8
ur
SUN SHELF 3'/' DEEP
N 4 ft. .
_ 7a
LIFESAVER CHILD rn
BARRIER FENCE PER
FLORIDA CODES R
46 ft. 5 in.
LOCATION OF GFI RECEPTACLE TO BE
DETERMINED IN FIELD PER NEC 080
6 X 6 WATERLINE TILE TBD
2 X 6 STEP TILe TBD
OVER POUR OVERPOUR
HAND HOLDS NA
GEM FINISH TBD
BABY BARRIER BLACK
DECKING TBD
DORADO POOL CLEANER.
SWIMOUT
TILED EDGE '
PLAY POOLFILE C OP
5' DEEP
e 4' DEEP
V
------ a
C
E--
- �
POOL SPECIFICATIONS
M WIDTH Is, MAXIMUM LENGTH
OWNERS HEREBY ASSUME AND AGREE TO THE
PROVISIONS OF THE CONTRACT FOR POOL
CONSTRUCTION, AND APPROVE THESE PLANS
WHICH ARE MADE APART OF THAT CONTRACT
OWNERS SIGNATURE
ADDRESS: FORT PIERCE FL 34945
AGENT SIGNATURE- SONTA CORSErr
/ R
c
.ESS
DECO DRAIN
---------------------------
AD FOOTER FOR POLY ROOF — SCANNED
BY
St. Lucie County
sy, LUCIE COUNTY
WILDING DIVISION
REVIEWED
POR COMPLIANC
AtvlriWRG Iw
DATA
#1D PER T
k31UA I RE KEPT O OB OR
hYG rP7s GT1!M WI BE YADE
16 ft.
DESIGNE'D'SY. S*ryh Corbett
GRIND AND TEXTURE EXISTING LANAI
TEXT
J) cfd?
3 ft.
D
■ Vt►\
A BARRIER ORAIARM IS NOTA SUBSTITUTE FOR PARENTAL SUPERVISION. NO CHILD
SHOULD BE LEFT UNATTENDED. PARENTS SHOULD KNOW THATADULT SUPERVISION IS THE
ONLY WAY TO PREVENT AN ACCIDENT. THEY SHOULD MAINTAIN CONSTANT EYE CONTACT
WITH THE CHILDREN WHENEVER THEY ARE NEAR, OR COULD GET NEAR ANY BODY OF
WATER, UNFORTUNATELY, MOST ACCIDENTS OCCUR WHEN THERE IS A LAPSE IN
SUPERVISION EVEN FOR A SMALLTIME. NEVERTHELESS, PARENTS SHOULD BE AWARE THAT
_
ANY BODY OF WATER POSES A RISK ESPECIALLY FOR CHILDREN UNDER 5 YEARS OF AGE.
POOLS BY GREG CANNOT BE HELD RESPONSIBLE FORANY LOSS, DAMAGE, DEATH OR
INJURY DUETO MALFUNCTION OR FAILURE OF A BARRIER 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 GFUS%IND,
MAKES NO CLAW WHATSOEVER TO THE DIPFERENCEOPTHESE PRODUCTS
RULES FOR Pools
i
> INDABOSAHE SABOECTIVEUT
OOR
HESE PLAINS AND ALL FROPOSED Oi;
USED DEVICETIAL S SOL UCH
ANDAeOUTTIENEEOFPROONSTAN0BVLCE9Sucx AS DOOR ALARMS AND LATCHES.
ALARMS
EMPHASRE THE NERD FOR CONBTANTSUPERVIMON.
1I� /�
ARE' UMCT TO ANY CORRECTIDNS
•
> DURING SOCIAL GATHERING'SATORNEARAPOOL APPOINTADESIGNATED WATCHER
TO PROTECTYOUNG CHILDREN FROM POOLAOCIDENTS. ADULTS MAY TAKE TURNS
REQI;IREpDYFIE;.DIN5PECTORSTHAT
BEING THEWATCHER OTHERWISE, ADULTS MAY BECOME PREOCCUPIED AND ASSUME
SOMEONE ELSEIS WATCHING THE CHILDREN.
IF A CHILOIS M1981N0, CHECK
�yp� L�F� {L AA�� C�7F/�
I'IIAY R�' NECES"� WRY I1y•RDG! A 1p
".
THE POOL FIRST. SECONDS COUNTIN PREVENTING
DEATH OR DISABILITY. GO TO THE EDGE OF THE POOLAND SCAN THE ENTIRE POOL
BOTTONIAROSURFACE,
q }�,
y1 �I F,
,4
CO"'APIY"WITH ALL hP9'MIR,ft!CL/LIEJ.-
ASWELLASTHEPOOLAREA.
> DO NOT ALLOW A YOUNG CHID ON THE POOL WITHOUT AN ADULT.
_ trli a� 4l/1IL7 �J
-
> DO NOT CONSIDER YOUNG CHILDREN TO BE DROWN -PROOF BECAUSE THEY HAVE HAD
1
SWIMMING LESSONS OR ARE WEARING A LIFE JACKET
> LEARN CPR. SABYSITTPASAND OTHER CARETAKERS, SUCH AS GRANDPARENTS AND
OTHER SIBLINGS, SHOULD ALSO KNOW CPR
> KEEP RESCUE EQUIPMENT BY THE POOL BE SURE TELEPHONE IS POOL SIDE WITH
EMERGENCY NUMBERS POSTED NEARBY.
> REMOVED TOYS FROM W AND AROUND THE POOL WHEN IT IS NOT IN USE. TOY$CAN
'
ATTRACT YOUNG CHILDREN TO THE POOL
> NEVER PROP OPEN THE GATE TO POOL
> NO RUNNING,PUSHING, WRESTLING OR DISTURBANCE IN THE POOL AREA NO
-
CHEWING GUM PERMITTED IN THE POOL ARM (RED CROSS SAFETYSUGGE$RON FOR
THE PREVENTION OFCHOKINGL
�-
a DON? LET LONG HAIR GET NEAR A POOL OUTLET. THE SUCTION CAN CAUSE HAIR OR
BODY ENTRAPMENT AND DROWNING.
> HAVE A FIRST AID KIT AT POOL SIDE.
> NEVERSWIMALONE
> NO JUMPING OR DIVING IN THE SHALLOW AREA OF THE POOL
> DON'T ALLOW CHILDREN TO PLAY AS THOUGH THE ARE DROWNING. A FALSE ALARM
MIGHT DELAY A RESCUE IN THE EVENT OF A REAL EMERGENCY.
> WHEN DIVING, ALWAYS ENTER THE WATER WITH YOUR ARMS EXTENDTO FIRMLY
OVERHEAD AND KEEP YOUR HANDS TOGETHER TO PROTECT YOUR HEAD. DIVING INTO
SHALLOW WATER CAN RESULT IN CERVICAL SPINE INJURIES CAUSING PERMANENT
PARALYSIS. NEVER DIVE INTO AN ABOVE GROUND POOL
AVOID THE USE OF ALCOHOL OR OTHER DRUGS AROUND WATER. -
w
r
aL.
w
y:
•
r
.
a+'
w
•
w
•
_
F
r'
a_
,
A
.
I:y ?
w
9]E; REMOVE GRATE & Y" PER FTC MIN, SLOPE
WELL POINT PLUG FROM MAIN
DRAM & ATIACH AUX. PUMP MVDUR OR GAP TILE
UNIT WHEN EMPTYING POOL Ml[RE MKONBLE `. Y' �' (2) #3 REBAR OR
6"x6" TILE
(1) #5 REBAR
CRATE SHALL 4" STAR POOLS
—Pool construction complies with FBC 2017, ANSI-7. ANSI-1 5 BE SECURPLACt SO FINISH 41¢- TYP. WALL-3,000 PSI GUNITE h"D IN INTERIOR 2500 FIBER MIX
—Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3 THAT TOOLS
—Pool Barrier to comply with Section R4501.17-6th edition FBC ARE RE041RED 8"
FOR REMOVAL ` STEEL-TE% FORM 0 ��
—Skimmers comply with FBC 2017—R4501.21.2 OR KRAFi WALL
—Soil bearingcapacity assumed 2,000 si @95% com action s" TYP. FLOOR
P Y P P TRENCH DRAIN 3,000 PSI #3 0 12" O.C.B.W.
—Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in place GUNITE NOTE: FOR DEPTHS 8
TREADED Af GREATER THAN 6' ADD GREG, INC.
PLUG (1)13 COVE BAR 06" O.C.
///
GRAVEL BE TO PUMP
TYP. WALL SECTION & WELL POINT FOOTER DETAIL /
(NO SCALE) (NO SCALE)
I8 COPPER
TO CRIO
SUN
WHEN PROVIIDED DECK DECK 1 ROW OF WATERLINE TILE
PRESSURE GAUGES INSTALLED ON FILTER
SHALL BE AT 20" MAX FILTER PUMP FOR FINAL INSPECTION CHLORINATOR 6" TCTHICK
UNE ,.
BELOW THE HORIZONTAL INSTALL PUMP W/ HAIR & 3 —6 4 0
WATERLINE LINT STRAINER u171� THICK
�M
' " p001(NftNSGSim
REATER
J8 COPPER THE SLOPE OF THE FLOOR 00 STEEL 0 12" O/C E.W. THAN 11
is" , TO GRID THE SSHuoW ENTOWARDS THE D p AREA
sxul
o1WMFR NOT ExcEm 1 FOOT Is FOOT FLOOR SLOPES
N VERTICAL INSTALL
Vacuum (In Hg) % 1.13 Pressure (PSI) % 2.31 6'-0"
nmR araE `°°' aE
Feet Of Head Feet Of Head REASORNRY
Poo Bond PB-2008 UNIFORM
COMPLY wlw wmaES 5.6.1
Install in Plumbing T at least 3" Below pOOT.3Z Cpg UNE iNRU 5.fi.3
Vacuum Head + Pressure Head Water level in Return Piping.lnstall p1LNEl 13'-6"
= Total Dynamic Heod in sprinkler box for easy access
34'-0"
SWIMOUTS WATER [BOND DETAILS FOR, PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(ND SCALE) NICHLL$SS LIGHT SYSTE114 (NO SCALE)
CUSTOM MOLDED PRODUCTS INC.
HYDRO -STATIC REUEF SINGLE CHANNEL DUAL 0 ET CMP 25506-32X VGB
DEVICE INSTALLED IN PER FRC4501.6.6
COMPLIANT 32" CHANNEL DRAIN
AREAS THAT EXCEED 1' COMPLIANT wrtN
WATER TABLE IN SHELL
2017 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI AT 12 19 8 Li U
TRENCH DRAIN
32' CHANNEL DRAIN AND SUMP
25506-320-000
-
*THREE 2" SOCKET x 2.5" SPIGOT PORTS
t
To GRAVEL �a
*DEBRIS GUARD INCLUDED
*3B.79in? OPEN AREA
*IAMPO LISTED FLOW RATES
2•5j"
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK T9-EUM2
MAIN DRAIN
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)
POOL DETAIL
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
(NOS ALE)
(wall) when using25" lumbin and 184 GPM (floor) and 176 GPM (wall) when us'n 2" lurching
Pipe Size
6 fps
BfpS
1'
16
gpm
0,14'
21
gpm
0.23'
1,5'
37
gpm
0,08'
50
gpm
0,14'
2'
62
gpm
0,06'
82
0.10'
2,5'
88
gpm
0,05'
117
gpm
0.09'
3-
136
gpm
0.04'
181
gpm
0.07'
4-
234
gpm
0.03'
313
gpm
0,05'
6'
534
gpm
0.02'
712
gpm
0.03'
P 9 9 P
OUTSIDE ANGLE OF REPOSE
Determine S stem Flow Rate: Minimum Flow Rate Required: 35
Y q gpm per skimmer
6' AND FURTHER - 4- THICK WALLS w/13 REBAR 012' D.C. EACH WAY
3' TO 6' - C THICK WALLS W/I3 REBAR 012" O.C. EACH WAY
0' TO 3' - 8- THICK WALLS W/I3 REBAR 012- O.C. EACH WAY
1. Calculate Pool Volume: XXX _-ft-XXX -x 7.48(gal/Ft) = XXX gal
(Surface Area) (Average Depth) (Volume in gallons)
9 tt.
2. Determine Flow Rate: _- XXX-_- gal / --UM - - - =-- XXX---+___XXX __ --_XXX
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
B ft.
Determine Pipe Sizes:
Trunk Piping to be- 2_5 -inch to keep velocity 0 8 fps max. at_ 117-gpm Maximum System Flow Rate.
3 fL
Return Piping to be L. -inch to keep velocity 0 8 fps max. at 117 gpm Maximum System Flow Rate.
Main Drain Cover(__ SEE ABOVE- ) System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
3 3 3
i'HESE PLANS AND ALL PRUPOSED WORK
QaS
ARE SUBJECT TO ANY CORRECTIONS
P`
REQUIRED BY FIELD INSPECTORS THAT
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
i , +
;aUIY BE, NECESPARY IN OADfR TO1
Pum Model PENTAIR INTELLIFLO VS3050 H.P. 3
P
G�� * SHOPoNG IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
-
To[aI H P =H P.x santicelador.l H.p. as more must be 2 speed orvadade speed
P� SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
W�
COMPLY VMi1 H LYTPLICAftl CO
CODES"
Filter Make PENTAIR C&C Size 150
• i NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES ,.
,
' '" * COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
-' - - -
Flt�min. based On6 gal. Hate
PRIOR TO THE POURING OF THE PATIO
Dares
5w D.min.=Flow
Divide G.P.M. by Cartridge =.375 or Sand =15 w D.E. = 2
artUdge=.375orS Sand
Time Controller make ON PUMP Model ------
Controls must operate a minimum of two speeds.
POOL PATIO
The higher sed ovenlde is not to exceed one normal cyche or24 his, whkoheveris lees
MISC. NOTES
WATI
A.
LEVEL
1. ALL STEPS AND SWIMOUT BENCH EDGES
• •
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
"'"'
- -
COLOR OF GEM FINISH FOR VISIBILITY-
2. HANDHOID TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
12 VAC FROM
ENGINEER: GREGORY ARIAS-
POWER SUPPLY
PROPESSIONALENGINEER PE-73071.
10' MIN ,.
SIZE AS DETERMINED
Z ¢ •`,` BY LICENSED ELECTRICIAN
' 1D299 Souther Blvd. N21IN2
UNDE
TER �• -�
Royal Palm Beach, FL 334q -
IGHT
(305)87"54r- -'
DESIGNED FOR: /
1" PVC
° < STEP DETAILS.:
POOG
FINISH CONDUIT
POOLS BY GREG � -2w3 /,,p
1. TREAD IS MIN OF 10" WIDE.
SCHEDULE 40 PVC SLEEVE
_
HESTER RESIDENCE ***ELECTRIC- NOT INCLUDED***
2. RISER NOT GREATER THAN 12" EXCEPT IF
NO BONDING
MORE THAN (3) TREADS ARE USED
" OR GROUND
I O63Z PINE CONE LANE
SHEET:
3. ALL STEPS TO BE SOLD GUNITE 3000 P.S.I.
•1 �• ( REQUIRED
PREPARED BY:
Fr PIERCE, FL
STEVE HORST 2 /
STEPS
NICHLESS UNDERWATER LIGHT DETAIL
DRAFTING & p,{
(N SCALE)
DESIGN SERVICES
(ND SCALE)
(772)201.7846 horststeve@yahoo.com
n
M
Ak
M
r
w
•
Ab
i
Pentair TDH Calculator P
e 1 of
0 PENTAIR
TDH CALCULATOR PBG-HESTER-HIGHSPEED
Pool Information
Flow Rate: 110.68 GPM Total Piping Lengths:
Suction Lift: 2 Ft Inlet Side: 48 Ft
Discharge Sine: 104 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
(consult your Moe] code) Inlet Piping: 2.445 In
Branch Piping: 6 PVSeC Discharge Piping 2.445 In
Inlet Piping: 8 FUSec
Dlscnarge Aping; 6 FOSac Piping Head Loss at 110.68Gal/Min:
(not incodin fittings or valves)
Inlet Piping: 3.58 Ft
oachatge Piping: 7.78 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: 110.66 Gamin Branch Piping 3.0 In
Your Head Lane: 74.0e Ft Inlet Piping: 2.5 In
Maximum Flow Rate Discharge Piping: 2.5 In
at Maximum RPM: 110.98 Gamin
Ensure the drain cover max flow rating Is not
exceeded.
Head Low at 74.09 A
Mmdmum Fbw Rake:
System Head Pressure Curve
im
t25
100
75
S
25
IMINFlo Vadeble Speed, VS+SVRS, VF, crVSF 3450rprn
Geer System
Desired Oparadan Pont
0
0 50 100 150
Volumetric Flow Rate (GPM)
https://www.pentain)artners.com/marketing/tdh/index.aspx
/8/201
Selected Components
Components
Heed Lana a
name Quantity //OAG3WM
In1e3iCmm IC, 30 1 3.1a
ywtw 2 5.2.01
Win
Mein Dren 1
And
Chan all Cyr 1 aw
sell
t2 � Rahan 4 31,71
Piping
Men piniaerge RwalI
None Quantity Qwmity 11e.w in
wdepmee 5 12 0.76
Tx Thmmh 0 5 1.w
Pumps
name Quenuty
WORD i/Wobte Sneed. VS+SVRS. VF, 1
or VSF
lea Pedeb barb. mwka erul Lagos ere.~by Ante,. Inc. MteWFlo®, MbWComm®, EasyT..M MMnTDooM SorTDucM16, and E. se d-
8R /OPSfaAdl/aWIllVkballdbr bAdanlaM9 d PJnbII WW POJI Lla Spe, IBC Yldbl ad afll(elad MmpenlabM Ill UIIROd $IaM1BallNorW!!
counmea Udeesexpesaynot�, rwnes flntlbrsnda ofmsapertea Rat maybe umtl M tlxs 6>wrmnt we mf used M bdkeb m amsaban or
endvdemant beMeen tin owners dRmsanemes aMerentls antlPede;r Wefer Pod antl5pa, Irrc. Thode r�emea and brantlarreyba da
Vatlemwxs wrepanntlbetlbmakidRlo» mirdprtiea. eecwa xa am confmuoedY MrPaWnp owgoduatsaM services. Panfebnservex fin
dpd M gxenpe apeoiaeaaons wxbautpiarrKKld. Pwdair is en equal oPPomm4Y emopywr.
0 PENTAIR
TDH CALCULATOR PBG-HESTER-Low SPEED
Pool Information
Pool Volume: 10000 Gel
Total Piping Lengths:
Turn Over Time: 4.75 Him
IMet Side: 48 Ft
Suction LBC 2 Ft
Discharge Side: 104 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(onsull your local ode)
Inlet Piping: 2.445 In
Branch Piping: 6 Ft/Sec
Discharge Piping: 2.445 In
Inlet Piping: 8 AfSec
Discharge Piping: 8 FVSec
Piping Head Loss at 35.09Ge1/Min:
(not incuding fillings or valves)
Inlet Piping: 0.43 Ft
Discharge Piping: 0.92 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:
35.09 Gamin
Branch Piping:
1.5 In
Your Head Lens:
9.55 Ft
Inlet Piping:
1.51n
Maximum Flow Rate
Discharge PiphW.
1.5 In
at Maximum RPM:
110.68 Gallatin
Ensure the drain rover max flow retire Is not
exceeded.
Head Loss at
74.09 n
Maximum Flow Rate:
System Head Pressure Curve
15
l IenS Vadeble Speed,VS+SVRS,W. or VSF-120g rpm Clr Clean System
Desired operation Pdm
0
0 10 20 30 ( 40 50
Vdurt•MC Flow Rate (GPM)
Selected Components
Components
11eolLoan
Ranw
Quart
3e4s00,48
Id1dNCHm IC-3o
1
away wire
2
ant
0.9
win
Drell
1
Clea
Cbmwtl Clear
on
gT0
12 Mch Rehm
d
4
3.19
Piping
beet
Dlchix a
ReadlaaN
Rama
gienth,
Quamly
3co90aYMM
w ilexeeelbow
5
12
1ea
Tee Prough
o
5
Eta
Pumps
Name
given,
MIefiflo Variable sinned, V6+SVRS. VF,
1
w VSF
`i"H'IESE PLANS AND ALL PROPOSED WO;K
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
,IAY.Br. NECESP.OtRY-IN'.ORDEn TO;
COMPU WITH a L 40 KICAf11.1 CODES.,
np(Zi }NPT) PAP
POOLS BY GREG
HESTER RESIDENCE
10632 PINE CONE LANE
FT PIERCE, FL
ARIAS
1029Southern Blvd, #211282
Royal Palm Beach, FL a -_
(385)879-054
- t
***ELECTRIC NOT INCLUDED***
PREPARED BY: SHEET:
STEVE HORST 3 /
DRAFTING &
DESIGN SERVICES 3
Al-7R46 hnrststevefdvahnn.rnm
F] J
•
R
a
A
•
e
.
a
A
•
a
A
•
A
.. ,.