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POOL SPECIFICATIONS
Max Width
j Max Length
Min Depth
`�siA Max Depth
Perimeter
` Area
Elevation
FICLD-sr'7- DirtfromExc. LIFAUE:
Returns
q Vac Stub YES
Cleaner
Other Plumbing
4
C' 015LER -! AJ TEP
Fill Line
0D Overflow k)o
Tile
0)e4eM Step Tile E6
Cantilever
t/E6 Bullnose d3c�
Raisebean(s)
Light
30bw Transformer 300W
Jbox
�L iimer rlYj
Automatic Controls
Patio Type
C.0NC-P,E:TE-
Sq.Ft.
—";Gla' Color OWWEEr_14010E
Existing
WF& Sq. Ft. r%'ol ICJ,
Footers
YE& w/steel#5 ES No
Termite Treat
YE6
Interior finish
GE6ti(
Pump
t'EtOTAIR H.P. V53050
Chlorinator
YES NO &A 1--r
Bench
ES Handrail Lido
Gallons
J'956Cn® Turnover Time Hrs. of Mins.Y
CleaninglGtii:x
Heater
}JO Size
Formboard Survey YES NO ATdt�
FinaiSurvey
YES NO
Compaction
11�—
YES NO
COMMENTS
13013bL.ER. =LV `>UA)6T P
COWCRET t?A710 G 1 tav 7� f�U7�
r2��atJ EVGL.C���, rsY taT��S
JOB SITE
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one tYl Di.
CONTRACTOR
JM FORM & STEEL
INCORPORATED
dba JM CUSTOM
POOLS INCORPORATED
#772-486-0821
Lic.#CPC14S8456
NOTE REMOVE GRATE & X PER FTC MINA SLOPE �
WELL FAINT PLUG FROM MAN
DRAIN & ATTACH AUX. PUMP wDiPDUR OR CAP TILE (2) #3 REBAR OR
LINE WHEN EMPTYING POOL WHEN N'PurAaLE `_--
6"x6" rILE (1) #5 REBAR
—Pool construction complies with FBC 2014, ANSI-7, ANSI-15 GRATE SHALL 4' Sty
BE SECURED IN INTERIOR . W FIBER MIX J M FORM & STEEL
—Water Velocity —Max 8ft/sec as per FBC 2014—R4501 PLACE SO FINISH 4J�" TYP. WALL-3,000 PSI GUNITE
—Pool Barrier to cam with FBC 2014—R4501 E AT REQUIRED 8)r
comply ARE REQUIRED
—Skimmers comply with FBC 2014—R4501 21 1 FOR REMOVAL STEEL-TEX FORM
— Equipment Foundation 3'x7' conc. slab min 3 5" thick pour in place 6" TYP. FLOOR OR KRAFT WALL
TRENCH DRAIN 3,000 PSI #3 0 12" O.C.B.W. rl
GUNITE NOTE: FOR DEPTHS 8 CPC 14 5 8 4 5 6
TREADED .�'r GREATER THAN 6' ADD
PLUG ni ` (0#3 COVE BAR M6' O.C.
GRAVEL BE TO PUMP
TYP. WALL SECTION & WELL POINT FOOTER DETAIL
(NO SCALE) (NO SCALE)
DECK 1 ROW OF WATERUNE TILE
SHALL AT
WHEN PRO20" MACHLORINATOR FILTER
BELOW THHEE 3 — PRESSURE GAUGES INSTALLED ON
X FILTER PUMP FOR FINAL INSPECTION ,6 WATERLINE
WATERLINE LIMPS AINERR & MAX 8'-0" uc"T �
nu rr pW1-RC S LEVEL FLOOR T #3 STEEL 0 12" O/C E.W. SLOPE
6" THICK GREATER
FLOOR SLOPES "A-L
1a" g FLOOR
O1xSLOP SHAULI AND
N 5µ1M)ME0. Uil YY W
Vacuum (In Hg) X L13 Pressure (PSI) X 2.31 .6'3
Feet IN Head Feet Of Head THE SxAaw Do WALE
SLOPE OF THE 110DR FROM
LawAa1S M a EP a SHAI
Na EYtSFn 1 FOa IN 7 FOOT
Vacuum Head + Pressure Head 90-V cF �
c+8'-0" 18'-8" 4'-D"
= Total Dynamic Head „
28 —0
SWIMOUTS PIPING SCHEMATIC TYPICAL SECTION THRU POOL
CND SCALE) (NO SCALE)
CUSTOM MOLDED PRODUCTS INC.
HYDRO -STATIC RELIEF 51INQUE CHANNEL DUAL 0 m Fr CMP 25506-32X VGB
DEVICE INSTALLED IN PER FRC4501.66
AREAS THAT EXCEED 1' COMPLIANT 32" CHANNEL DRAIN
WATER TABLE IN SHELL COMPLANT W/1072 I OF THE
2m4 FLORIDA BUILDING BUILDING CODE
LISTED TO ASMF/ANSI At 19109 Li
TRENCH DRAIN
- 32' CHANNEL MAIN AW sue
2.5
25506-320-ODD
"THREE 2' SOCKET x 2.5" SPIGOT PORTS
TO GRAVEL eFn
'DEBRIS GUARD INCLUDED
138.79in? OPEN AREA
"IAMPO LISTED FLOW RATES
2°5"
"WHITE PVC BODY
MAIN DRAIN
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
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 (R000
POOL DETAIL
and 192 GPM (wall) when using 2" plumbing. The maximum flow rating for this suction
(NO SCALE)
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 y" plumbing.
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
MIS'
B2
-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'
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - e THICK WALLS W/#3 REBAR 012. O.C. EACH WAY
3' TO 6' - 6" THICK WALLS W/#3 REBAR e12° O.C. EACH WAY
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
0' TO 3' - 8° THICK WALLS W/#3 REBAR 012' O.C. EACH WAY
1. COICuiate Pool Volume; XXX ___ I 7.48(gal/Ft) = _XXXX gal
(Surface Area) (Average Depth) (Volume in gallons)
g ft.
2. Determine Flow Rote: XXX____ gal / _ XXX _ _ XXX _+__XXX XXX
s it.
___
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
3 ft.
Trunk Piping to be 2.5 -inch to keep velocity 0 8 fps max. at- 117 gpm Maximum System Flow Rate.
jI
Return Piping to be- 2.5-inch to keep velocity ® 8 fps max. at 117 gpm Maximum System Flaw Rate.
Main Drain Cover(_ SE€ -ABOVE----_) System Flow Rate must not exceed approved cover flow rate.
3:
(Make and Model) See Engineering Page for Drain Configuration
O�
(, EXCAVATION INTO THE ANGLE REPOSE IS ALLOWABLE PRORADED.
Pump Model PENTAIR INTELLIFLO VS-3050 H.P• 3
X
VV" SHORING 6 INSTALLED AT EXCAVATION AND SHORING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
Total H.P: H.Pxsenkeiactor. l H.p. ormommustbe2speedorvadablespeed
NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
FSier Make PENTAIR C&C Size 150
" COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PRONGED
PRIOR TO THE POURING OF THE PATIO
FlBer min. area based on Ell turnover flow rate pool gal. )360 min. =Flow Rate
Divide G.P.M. by Cartridge -.375 or Sand -15 a D.E. - 2
Time Controller mal ON PUMP Model -
Gargalli must operate a minimum of two speeds.
POOL PATIO
Thehigher smaldeis not to exceed am normal cycle a24 hrs whiirew,r is less
MISC. NOTES
WATER LEVEL,•" �:'•; :_� •:�.:• �:.c:
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CARFILE BORDER OF OPPOSITE
COLOR OF OEM FINISH FOR VISIBILITY
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6° ABOVE POOL••'
FROM
.. "•.fl, POWER
ENG]NF.ER: GREGORY,ARIAS
10" MIN
Z 00 SUPPLY
PROFESSIONALENGINEER_PE-74071
1" LIGHT
f?tiSfNhP aeeN.
CONDUIT
3dr4waa-
uNDERwaTER
(301
DESIGNED FOR:
STEP
LIGHT LIGHT NICHE
/
LS
DETAI17
1. TREAD IS MIN OF 10" W10E'
NICHE ENCASED APPROVED
IM FORM & STELE"
2. RISER NOT GREATER THAN 12" EXCEPT IF
MORE THAN (3) TREADS ARE USED
IN GUNITE ':. GROUND CLAMP
"° /
TN,( �T('FL�[{ °*ELE-CTRIE k**
NOT INCLUDED
SIMON RESID1ti1�,� I -
3 ALL STEPS TO BE SOLID GUNRE 3000 F.B.I.
e .,
POOL FINISH — . •� �-- CONTINUOUS BOND WIRE
Iwtfl{ L�P
' COMMON TO POOL STEEL,
Y Sf1EEl;
STEPS
(NO SCALE)
RAILS & EQUIPMENT
UNDERWATER LIGHT DETAIL
FT PIERCEy< -
71"777"T7846
rao SCALE>
& (f
VICES
ve@yahoo.com
TAI
TDH CALCULATOR JM F&S-SIMON-HIGH SPEED
Pool Information
Flow Rate: 10GA6 GPM
Total Piping Lengths:
Suction Lift: 2 Ft
Inlet Side: 42 Ft
Discharge Side: 80 Ft
Maximum Pipe Velocity Allowed;
Piping Sizes:
(wnavli yove local case)
Inlet Piping: 2.445 In
Branch Piping: 6 FVSec
Discharge Piping: 2.445 In
Inlet Piping: 8 FVSec
Discharge Piping: 8 FVSec
Piping Head Loss at 109.OSGalIMin:
(not ImiadingI ttllb or vale¢)
Inlet Piping: 3.05 Ft
Discharge Piping: 5.81 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:
109.06 GallMin
Branch Piping:
3.0 In
Your Head Loss:
69.60 Ft
Inlet Piping:
2.5 In
h:zxey am Fyw I`sle
Discharge Piping:
2.5 In
at hI mwvI ; am
Iti OW-"m
ex,cxe a=3.
Head Loss at
69,60 Ft
Maximum Flaw Rate:
System Head Pressure Curve
g
sa
25
W
75 !�
50
25`'...
lill iFlo Variable Speed. VS+SVRS. VF w VSF-345Urpm
Clean Syetem
Deeilad Operation Poinl
0 101 ISO
Volumetric Flow Rate (GPM)
Selected Components
Components
Head lossa
Name
cluamity
108060mmin
Inhill"or IC -20
1
3AO
2"x2s 3aio valve
3
1.45
Main Drain
1
Ise
Olean and Clear
1
Ta4
112 inch Flown
4
W.70
Piping
Inlet
Okbhera4
Hand LassN
Name
Quantity
Gammily
los.O6eaNaln
W d've".
4
0
6.62
T. lhmrgh
0
3
1,07
Pumps
Name
country
Ip1aIIFro Variable Speed, VS+SVRS. VF,
1
or VSF
reersrerao aaam"i anow nabemnaa a I'enMt went Pool ant Spa, Inc.
.firive UMeas e'munJFmWpi name, and bnompt Mnd pai met my
entroraementbeMeen Me owners W lase limes ant brena ant PYtteir HbMI
aeamana wmaieraad aamwka stiles. mxdpam'¢,. earar,ae we ti
dpbtro charge spedacafury wimYltparnofice- Ponfakis an aouel omwMAfv
or
PI A►I
TDH CALCULATOR JM F&S-SIMON-LOW SPEED
Pool Information
Pool Vol...: 125M Gal
Total Piping Lengths:
Turn Over Time. 5,75 Him
Inlet Side: 42 Ft
Suction Lin 2 Ft
Discharge Side: 80 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(censmtyoer bcal code?
Inlet Piping: 2.445 In
Branch Piping: 6 FVSec
Discharge Piping: 2.445 In
Inlet Piping: 8 Ft/Sec
Discharge Piping: 8 FVSec
Piping Head Loss at 36.23GailMin:
.not Inarding at6ngs or vaIvp,,
Inlet Piping: 0.40 Ft
Discharge Piping 0.76 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:
36.23 Gal/Min
Branch Prying:
1.5 In
Yew Head Lose:
9.51 Ft
Inlet Piping:
1.5 In
P l I ro FI N, _.
Discharge Piping:
1.5 In
e, Mai,lniu I ..-
W'09 c„Ih.la
C .a..:2r
rrzr.: x'no n„7/s nul
Head Loss at
59.60 Ft
Maximum Flow Rate:
System Head Pressure Curve
ImeIAFlo Variable Speed VS+SVRS,VF.w VSF-lMO,,I
Glean S'WnI
Desi'ed Operero t Po nl
v iJ [U 'D 4p 50
Volumetric Flow Rate (GPM)
Selected Components
Components
Name Head Loes n
walfiCouamily asnD050
r.2, .3 IC-20 1 0a0
Main Deaway vaN¢ 3 032
Mein and 1 040
112 inch eturn 4 3,,76
41
12 inrm Rebxn 4 3dt
Piping
IMN Dieehii HeM Lose at
Name Quantity Oponity 38.23Gae4in
W Cages elbow 4 0 ON
Tee Through 0 3 OA4
Pumps
Name Ouanay
IntelhRo Variable Speeo, VS+SVRS, VF, i
a VSF
Al Poital as fiool&b ami kxpe are named by Pentair, Inc mreaiFloA lot"Camni EminatiMA In(epRoubX®, SunTa.00 ant E. select
Fe nigera/ad wommYRs and/or hadon oca o7Penlan Water Pool as Spa. Inc aldbr 0 armored comryanies in me Unme stares and, w am,
nounnxb. UNess opmiolly noted, namsantl breeds oIWM mobee tat may OF used in me's cbwnrent are notie edro motel. an misplace a
eMorsemem be(w¢an me owners or Melee --ant maned ant Penfsk WatePcol YW spa, Inc. moss names laid brand, maybe me.
Nade.ke nW Waal napaomae ofai mi,dparas. Real_ vre Ye eonh'nvouslY impavi wmcO_o aM mace[. a.Mir,..ww.e
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sreseaee in
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arY.amYam.
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EDUIPOTENTIAL BONDING DETAIL
ELECTRICAL EQUIPMENT WIRING, GROUNDING
eerz mamoA ovanwp —2 AOAenoN
OF THE N.B.C. M11 M. deeza
AND INSTALLATION MUJ'T CONFORM TO THE
2011 N.E.C. AND APPIACABLE LOCAL CODES
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ELECTRICAL DETAIL
Ni ALL BILLTB eL HOHH sill
CONPORY M H.B.C. 2011 BBC. 680
DESIGNED FOR:
IM FORM & STEEL r
SIMON RESIDENCE "
1404 LONE PINE DR
FT PIERCE, FL
PRONESSIUNAL ENGINEER PE-71011
-'Y2L15S6thPlace N;-
_Welt Pali Beach, FL 334 _
�/ (305)879-M
!�
***ELECTRIC,NGT INCIUOED
- - r*4
PRFF.4Ri 18Y: - SHEET:
STEVE HORST
DRAFTING & 3 /
DESIGN SERVICES 3
01-7946 horskslevloayahoocom