HomeMy WebLinkAboutPool Specifications* `i0f val4
/, PLLA1310J&
KLy
MAttVVUi#}— M
— �t --
V14GLJNE. — V—^y
NH 4z rvizw-4 —A
G�,.nra let) --^'-" F
e
i�WC.a.D�UftE.
44'$a
F R F ----- F- -- F — F F F F — F
f3�i�T 5-5 5-5--5--�
FFJ
1001
I^ 13 V
F F — F— �� ___ . F 2
/ 5
FZ ----R-04
fJVR
g� 1
r3`fI�{'iF� i Vff tZ
s a
3�fJEPTN ��DXL��u i fZ
8`R SQ FT ( {
�gr1I / V
/A v
® �—v—V—VJ
LEO
(3u8e+L5R .1..
CµAIRoil &
LIFr
mco -DrAW
9' X 33%
COVEREP PORCA
(TO 5F- TVPFFp)
cO>WCJZ `TE VATIC>
95510'P:5,T, F=ta>=wu Sty
W1 &A L, V41IFtt32-&4RR1r-,R
F=C>CJt Ek i Ilk5 vrgmp-
,T'ERA(r E ? k ao- /
u
POOL SPECIFICATIONS
Max Width
i
No Max Length
Min Depth
3 ` Max Depth $
Perimeter
70' Area
Elevation
I27Lmo 6E7- Dirt from Exc. C� v
Returns
L_Vac Stub `z
Cleaner
Other Plumbing
Lap F pvcU7-s41W
Fill Line
Y00 Overflow 1.10
Tile
!D`t_ X(y�„ Step Tile
Cantilever
}/�Bullnose o00
Raisebean(s)
Light
Transformer
Jbox
Timer 1
Automatic Controls ,V7-E/ J }Z(ty} 'j" CIiLUTR{)L
Patio Type
CAccir }ZE7��
Sq.Ft.
4i}TColor Ow�E>k��,JCF
Existing
Sq. Ft.q`J 5C> F7
Footers
�1/
YES wJsteel #5 YE5 NO
Termite Treat
YES
Interiorfinish
GEkL(
Pump
—r' F XIF2 N.P. US 30SC>
Chlorinator
YES NO 5642-7`
Bench
YES Handrail AX)
Gallons
j(}OC > Turnover Time Hrs. "Z Mins.l
Cleaning Kit
X
Heater
Formboard Survey
SOLAR Size
ES NO —{ j4Tla
Final Survey
YES 0
Compaction
YES NO "B> CgFJL,L.
COMMENTS
DA bA?PC.t AiUT SCOUT
7ZE 1�%
LA
�-,
B SITE
t
17600 P
, vice e U
fvr-P RCE F4...
CONTRACTOR
JM FORM & STEEL INCORPORATED
dba JM CUSTOM POOLS INCORPORATED
#772-486-0821
Uc.#CPC1458456
DUTE: REMOVE GRATE & Y' PER FED-►
WELL POW PLUG FROM MAIN
DRAk! & ATTACH AUX. PUMP awE19aIA OR (JP DLE
UNE WHEN EMPmNG POOL W MfE APRUCeHB
6"x6" TILE
GRATE SHALL 4" SLAB
—Pool construction complies with FBC 2014, ANSI-7. ANSI-15 BE SECURED IN INTERIOR 2500 FIBER MIX
PLACE SO FINISH 4t' TYP, WALL-3,000 PSI GUNITE
THAT TOOLS �»
ARE REQUIRED
FOR REMOVAL'S STEEL-TEX FORM
Equipment Foundation 3'x7' conc. slob min 3.5" thick our in lace 6"00 .i',
OR KRAFT WALL
3.0
p P TRENCH DRAIN GUNBEPSI NOTE: FOR DEPTHS
TREADED ,r GREATER THAN 6' ADD
PLUG •i .. (1)/3 COVE BAR 06" O.C.
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
,
N
Vacuum (In Hg) % 1.13
Feet Of Head
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
Total Dynamic Head
HYDRO -STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4' THICK WALL$ W/13 REBAR 012' O.C. EACH WAY
3' TO 6' - 6" THICK WALLS W/#3 REBAR 012' O.C. EACH WAY
0' TO 3' - 8' THICK WALLS W//3 REBAR 012' O.C, EACH WAY
1. ALL STEPS MID SMMOUT BENCH EDGES
WILL HAVE 2x6 CAPHLE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR M90Ur(
2, HANOHOLO TO BE INSTALLED ARE WHERE
DECK RAISED +6' ABOVE POOL
O�
IXW INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED -
"SHORING EXCAVATION AND SHOULD RE
NECURED
�
T
SUNG MIND TO SECURE SOILS ORSHORINGSETT
IL EROSION OR SETTLEMENT
OR
' NO UNDERMINING OCCURS OR ENGINEER APPROVED If ANY GOES
COMPACTION TEST OF THE BCKFILLED MATERIAL ARE PROMDEO
PRIOR TO THE POURING OF THE PATIO
STEPS
(NO SCALE)
STEP DETAILS
1. TREAD IS MIN OF 10" WIDE,
2. RISER NOT GREATER THAN 12' EXCEPT IF
MORE THAN (3) TREADS ARE USED
3. All STEPS TO BE SOLD GUNITE 30M P.S.R.
GRAVEL. B TO PUMP -
TYP. WALL SECTION & WELL POINT
(NO SCALE)
WATER LEVEL
POOL PATIO
t,
00
.�.';
UNDERWATER
LIGHT
NICHE ENCASED _.
IN GUNITE
POOL FINISH _._..-
LIGHT NICHE
FROM
POWER
1" LIGHT SUPPLY
CONDUIT
APPROVED
GROUND CLAMP
UNDENVATER LIGHT DETAIL
(NO SCALE)
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL,
PALS & EQUIPMENT
(2) #3 REBAR OR
(1) #5 REBAR
FOOTED DETAIL
(NO SCALE)
PIPING SCHEMATIC_
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL Ol1RET
PER FRc4501.6.s
COMPUENT W/1072.1 OF THE
2014 FLORIDA BUILDING CODE
LISTED TO ACME/ANSI A112198
32' CWNNEL OEM AND SUMF
25506-320-OLIO
'THREE 2" SOCKET x 2.5" SPIGOT PORTS
'DEBRIS GUARD INCLUDED
"38.79in? OPEN AREA
9AMPO LISTED FLOW RATES
"WHITE PVC BODY
'COVER GOES OVER BODY TO GNE FINISHED LOOK
HAIR &
MINER
CMP 25506-32X VGB
COMPLIANT 32" CHANNEL DRAIN
The maximum Now rating for this suction BtOng with the center port plugged and outer ports
open is 308 GPM (Boor) 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
(wall) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" Numbing.
DECK
3 —0"
CPC1458456
1 ROW OF WATERUNE TILE
WATERLINE
MAX [
/3 STEEL 0 12" O/C E.W.
L'n
6' THICK
TYPICAL SECTION THRU POOL
(NO SCALE)
Pipe Size
6 fps
8fps
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,
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: __XXX _ft_XXX_x 7.48(gal/Ft) = XXXX gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: XXXgal / _ XXX___ XXX __+ XXX ___ XXX
Determine Pipe Sizes: (Volume) (Turnover Minutes) (Pool Flaw Rate) (Feature Flow Rate) (System Flow Rate)
Trunk Piping to be_ 2_5 _inch to keep velocity 0 8 fps max, at_ 117 gpm Maximum System Flow Rate.
Return Piping to be 2.5-inch to keep velocity 0 8 fps max, of 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
PumpModd PENTAIR INTELLIFLO VS-3050 H.P. 3
Toth H.P.=H.P.x service factor.1 H.p. a mare must be 2 speed orvariable speed
Flker Make PENTAIR C&C Size 150
Filter min. area based on Mtr. turnover low rate pool gal.13M mn. = Row Rate
Divide G.P.M. byCamidge -.375 a Seem =15 or D.E. = 2
11me ComroRer make ON PUMP Modei -
nFCTrNRn Rf1R-
JM FORM & STEEL
BELL:. RESIDENCE
17800 WAGONWHEEL LANE
FT PIERCE, FL
ENGINEER: GREGORY ARIAS
PROFESSIONALUGINM M73071
_ 12-1 L45F>thmace ix�-, -West Palm Beach,
'11
s
(305)879
"" hECTRIC-NOT INC�UD€Y"s_
STEVE HMST
DRAFTING & 2
DESIGN SERVICES
A14846 horsisteve@yahoocom 3
d
Pentair TDH Calculator Pagel of
III PENTAIR
TDH CALCULATOR JMCUSTOM-BELLFISH-HIGHSPEED
Pool Information
Flow Rate: 109.23 GPM Total Piping Lengths:
Suction Lift 2 Ft Inlet Side: 42 Ft
Discharge Side: 70 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
(amsult your local arch) Inlet Piping: 2.4d5 In
Blanch Piping: 6 Ft/Sec Discharge Piping: 2.445 In
Inlet Piping: 8 Ft/Sec
Discharge Piping: 8 Ft/SecPiping Head Loss at 109.23GaVMin:
(ant incud'mg RNings or valves)
Inlet Piping: 3oa Ft
Discharge Piping: &10 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: 109,23 GdlMin Branch Piping: 3.0 In
YOIa Head Lass: 69.54 Ft Inlet Piping: 2.5 In
Maximum Flow Rate Discharge Piping: 2.5 a
at Maximum RPM: 109.23 Gal/Min
Ensure the drain crwermax now rating is not
exceeded.
Head Lose at 69.53 Ft
Maximum Flow Rate:
System Head Pressure Curve
150
125
100
a 75
p�
S
S
50
25
WelliHo Venetia Speed, VS+SVRS, VF, w VSF -3450 arm
L=:::::
'' Clean System
- Desired Opsmtion Pond
0
0 So 100 150
Volumetric Flow Rate (GPM)
https://www.pentairpartners.com/marketing/tdh/index.aspx 7/26/201
Selected Components
Components
Head Loeser
Name Quanfity 100.23QaVMin
IrdelliChWIC-20 1 311
2"x 2.93 way veve 3 748
Main Oran 1 1.99
Clean enaf Clear 1 7.86
12 inch ReWm 4 30,88
Piping
Inlet Discharge Head Lowat
Nerve Quantity Quantity 10112makAen
90 degree elbow 4 9 6.M
45 degree elbow 0 2 045
Tea Through 0 3 1.07
Pumps
Name Quantity
IraeiFlo Vadade Spaal, VS-WRS, VF, 1
w VSF
All Ponlah hadenarks and IOpoa am ownM by Ponmir, Ins. MmIP .. fta W0,wmP. EssyTWW srsfffouc . smlouaW arWEm Sa -
enrcpsteredWaWrnrksw ar hademarks or Porrmir WearPodact Spa, Inc. ampgrk ses.rui companies in dw rinsed smms aMYwWher
manes !/Ness axPmsslylroled. nameawMDmMidiniN Padua Mafmaybe usedM MutlovvmeM arc not used m Mtlicam m eA➢'epM w
endorsemantbelwaen Ma owners d fAese names act brentlseM PoeekWemr Pool and Site, lac TDasa names entl Drsndsmay DetOe
Oadamwkawreq.NeradfredemeMs onhoae mirdpadlas. eecause xn arc Pondnuautly impmvmpourProWar eMseNkea, PoNNraawvaa Nip
rigJdrochanpe speFKcakoru widwufpiornoA'tt. Panmhuan equal apporamdY employer
Pentair TDH Calculator Page I of
NPENTAIR
TEM CALCULATOR JMCUSTOM-BELLFISH-LOW SPEED
Pool Information
Pod Volume: 10000 Gal Total Piping Lengths:
Turn Over Time: 4.75 Hra InletSide: 42 Ft
Suction Lift: 2 Ft Discharge Side: 70 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
(consult your lore code) Inlet Piping: 2.445 In
Breach Piping: 8 FVSeo Discharge Piping: 2.445 In
Inlet Piping: 8 FVSec
Discharge Piping: 8 FVSec Piping Head Loss at 35.09Gal/Min:
(not m.ding fittings or valves)
Inlet Piping: 0.37 Ft
Discharge Piping: 0.62 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 Sims:
Flow Rate: 35.09 GaVMin Branch Piping: 1.5 in
Your Head Loss: 9.01 R Inlet Piping: 1.5 in
Maximum Flow Rate Discharge Piping: 1.5 in
at Maximum RPM: 109.23 Gal/Mm
Ensure the drain covermax Bow rating is not
exceeded.
Head Loss at 69.53 Ft
Maximum Flow Rate:
System Head Pressure Curve
15
8
5
ImeNFm Variable Speed, VS+SVRS, VF. or V6F-12W arm
- Lies. Sysiem
Desired ODsrauon Paint
a
0 10 20 30 40 50
Volumemc Flow Rate (GPM)
https://W-,N'W.PeritairParMers.com/marketintdh/index.as x 7/26/201
Selected Components
Components
Heatl t.aea N
Name Quantity MOST M
Intah,c*x IC- 20 1 0.40
r.2.5"3w.I.Ne 3 028
won Darin 1 038
Gear and Clear 1 0.711
1R b 11 Return 4 3.19
Piping
Inlet Diisclearee Heed Lana at
Nave Quantity Quantity 3a."OsU i
Wdagree.b. 4 9 080
FSdagrae.M 0 2 0.06
Tee Thro49h 0 3 0.13
Pumps
Name insole,
Ime11% Var1aM 8psad, VS•SVRS, VF, 1
w VSF
Alf Penal, Dedamex. and Ngos aw warred by P~,, fnc MWWk ,, MMACommW. EaWToacM®, kwffn r,®, SanraudA andEm SerCF'
aro WsWed hadmal,a endbrdetlemarks a PeMNr Wa PcW alaiSpa. Mc ard'WgsafiDared Fwnpana. M Me UlMetl areas wWw dMw
rowxriva.uhhm$.vreasy rmled, named FM bands at 1MN partial Me may be uart 09n'a dowmant are nxl an m inwcem an saseanw
w,Jarmmanl babas. Ma owner oiMese nelres act bands and PbNer Wam,Pool and Spa, Ina Taose name. and bands may as Me
haOemerk4 wregetead batlwnerlra orMose Mw'araes. Because ue we ro .Waaty"'vfn9 aurpmd wM retires, Pentebrasxao In,
iQM to cDanQp apeufiaetbro wNwut priorno0ce. Pemm�ie en e9uN appwbudry wybyar.
EBUIPOTENTIAL BONDING DETAIL
BL&nlW D 2Q1101'art s . GROUNDING AND 3 SIPMA"UN wW
COMM TO Ta8 20it B.B.C. AND I Pucklas )ACIL c0Lr
P8R PLOanla HALING MDa .NAPflm
OP'Pa5 NBC. M11 Sec. M.W
"Woss NOO m
PROM OP ANY PANEL BOARD P0l Kola 2ACa
AND 1102013) OF TIM 2011 NATIONAL RLaCr Uz CODY
aasmawr �:�ysv ts, rmw ws
•n as
ssa
O ws rca
rm`x i�
eaumo wa �Nza
1. �a
aJ.C. WIl RG aW.B019)
ELECTRICAL DETAIL
NOW: AU aLBCTRICAL NOR$ 56Aa3.
MaMRY TO N.E.C. 201I sec. Ban
DFCTCiNFD FOR
JM FORM & STEEL
BELL. RESIDENCE
17800 WAGONWHEEL LANE
FT PIERCE, FL
ENGINEER: GREGORY ARIAS
PROFESSIONAL ENGINEER PE-73071
1211556£nplaceN
West Pahnikach,FL$1
005)879-654'1 - - -
"'ELECTRI NOT-INCLUpEVit
PREPARED AY: SHEE-
STEVE HORST 3 T:
DRAFTING &
DESIGN SERVICES
(772)201.7846 horststePe@yahoorema