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POOL SPECIFICATIONS
Max Width
j Max Length fat
'
Min Depth
3— �ir
Max Depth 4601
Perimeter
Areaj$$;e>t7
Elevation
FIELp:5&7- Dirt from Exc. Lr-AVF_
Returns
�_ Vac Stub
Cleaner
— —
Other Plumbing
L,EG3 ayf$al_€A
Fill Line
jV(> Overflow pJ�
Tile
I a' Step Tile
Cantilever
yE,-> Bullnose Nt>
Raisebean(s)
Light
Jbox
IDO Transformer ug
rimer t0D
Automatic Controls (at)LkVT"F_L_18R1 i4T a>An- ioL
Patio Type
C,0 A.> 6,9 f= rF,
Sq.Ft.
ra i70' Frrcolor tazve.as»g C'W1>)6f_
Existing
° rj Sq. Ft. 3-32 F7"
Footers
w/steel #5 ES NO
Termite Treat
Interior finish
—GEM
Pump
f: !E1,J Fd li~ H.P. V_45 s06E>
Chlorinator
YES NO l_,- /� LT
Bench
YF3Handrail PC->
Gallons
13,600 Turnover Time Hrs. Mins.
Cleaning Kit
VEZ,(,jX,i>_
Heater
NCB Sze
Formboard Survey
&S NO iP-4TJl0
Final Survey
YES NO — — —------- ••
Compaction
YES NO -Q)g JA7=11_L
COMMENTS
YRFtA 7=EFAX w
LUX
JOB SITE
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CONTRACTOR
JM FORM & STEEL INCORPORATED
dba JM CUSTOM POOLS INCORPORATED
#772-486-0821
p,LL ROB
Lic.#CPC1458456
.� P.• "'E " G
_'rO •, STATE OF .=
01-06-2021 �i�'C�� FEORIOP.-
'1/r11111111•-
M. Randall Rodgers, P.E
FL Lic. No. 68212
1801 Hazelwood Drive
Ft. Pierce, FL 34982
PH: (772) 201-1634
PER FF. LIN
NOTE REMOVE GATE & i-"—� SLOPE
WELL POINT PLUG FROM MAN
DRAM & ATTACK MIX PAIR OAMM OR UP TILE
MPIYNG POOL wEnE APPUOQUEor
LIKE WHEN E—r - :. c'•;'! ^' -
(2) #3 REBAR OR
676' TILE ; '
(1) #5 REBAR
I-1
—Pool construction complies with FBC 2020, ANSI-7, ANS5
GRATE SHALL — 4" SLAB
BE SECURED IN INTERIOR 25W MIX
® /`
—Water Velocity —Max 8ft/sec as per FBC 2020—R4501.6.3
PLACEFINISH ,�- TV.. ,�_300p pg g1N[[E
L-3,
I
/V'
J L
to comply Section R4501.17-7th FBC
twrTOOLS�
—Pool Barrier with edition
ARE REQUIRED
FOR REMOVAL STEEL-TEX FORM
8"
comply with FBC 2020—R4501.21.2
-Skimmers
OR KRAFT WALL
—Soil bearing cappcity assumed 2"000psi ®95% compaction
6" TYP.
m —Eauioent Foundation 3'x7' cone. slab min 3.5" thick pour in
DRAIN 3•PSI - %3 ® 12' O.C.B.W.
� GUNITE NOTE: FOR DEPTHS
GREATER THAN 6' ADD
8 '�
CPC 145 8 4 5 6
place or approved Hurricane Rated precast equipment pads
TREADED
PLUG .f i : _ - (1)13 COVE BAR 06" O.C.
WHEN PROMIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLIN
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
2
Vacuum (In Hg) X 1.13
Feet Of Head
MAIN DRAIN
OO
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
HYDRO -STATIC �L7EF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
POOL DETAIL
(ND SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - e THICK WALLS W/13 RO Ni 012- O.C. EACH WAY
3' TO 6' - 6- 7HICK WAUS W/13.REBAR 012- O.C. EACH WAY
D TO 3' - 8' THICK WALLS W/13 REBAR 012' O.C. EACH WAY
MISC. NOTES
1. ALL STEPS AND SMMOIfr BENCH EDGES
WILL HWE 2.6 CAPTILE BORDER OF OPPOSITE
COLA( OF GEM FINISH FOR VISIBILITY
2. HANDHO D TO BE INSTALLED ARE WHERE
DECK RAM +6' ABOVE POOL
ME ANGLE OF REPOSE IS ALLOWABLE PROMDEP.
rALLED AT EXCAVATION AND SHORING SHOULD BE
AIRS SOILS FROM EROSION OR SETTLEMENT
OCCURS OR ENGINEER APPROVED IF ANY DOES
Y OF THE BACKFEED MATERIAL ARE PRONDED
_.NNG OF THE PATIO
N'Iltl' FE:
1. TREAD IS MN OF 10' WIDE.
2. BOTTOM At TOP RISERS MAY VAR! IN HEIGHT
J. RISER NOT GREATER THAN 12' EXCEPT BOTTOM
STEP WHERE DEPTH IS 4' OR GREATER
4. ALL STEPS TO BE SOLID GUNRE 3DOo P.S.I.
STEPS
(NO SCALE)
GRAVEL BE TO PUMP -
TYP. WALL SECTION & WELL POINT
(ND scALE)
1O GRID . F
ORI*ONTAL INSTALL
J COPPER
TO ON JT
VERTICAL INSTALL
PoolBond PB-2008
Install in Plumbing T at least 3" Below
Water level in Return Piping.lnstall
in sprinkler box for easy access
l
•IF
c0
POOL LIGHT
JUCTION BOX
YARD BY
POOL PATIO EQUIPMENT
12 VAC FROM
POWER SUPPLY
SIZE AS DETERMINED
BY LICENSED ELECTRICIAN
1" PVC
•' • SCHEDULE 40 PVC SLEEVE CONDUIT
NO BONDING
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(ND SCALD
FOOTER DETAIL
(NO SCALE)
HAR &
INER
Vw- } x3T CTFN""'
cHN+NO- UtWH
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL OW aImET CMP 25506-32X VGB
PER FRC450I.66 COMPLIANT 32" CHANNEL DRAIN
COMPUNNT WITH
2020 FLORID BUILDING CODE
LISTED TO ASIE/ANSI A112.19.8
32'CHANNEL DRAIN AND SUMP
25506-320-ODO
*THREE 2- SOCKET x 2.5' SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
*IMIPO LISTED FLOW RATES
'WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO Pu
The modmum flow rating for this suction fitting with the center port plugged and Outer ports
open is 308 GPM (floor) and 212 GPM (wall) whwl using 25' plumbing and 268 GPM (floor)
and 192 GPM (wall) when using 2' plumbing. The maximum now rating far this suction
fitting With the outer parts plugged and the center port open is 200 (PM (floor) and 168 (PM
(wall) when using 25" plumbing and 184 GPM (floor) and 176 GPM (wag) when using 2- plumbing.
SUN
DECK DEC( 1 ROW OF WATERLINE TILE
WATEId1NE
r_C
MAX it
W-0"
13 SED o 12' o/c Ew.
�SLOP 6TH
FLOOR SLOPE lYNlfWl KT(I
AND
COM4Y Will ANTIOUS W
no RE SLOPE OF THE DOOR fROn1 I
HIL awaW uIl m
TawJa6 THE DEEP NO SItFL
NOT DaM 1 Faar N 7 iWr
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: XXX gal / XXX = XXX + XXX = XXX
(volume) (Turnover Minutes) (Pool Flow Rate) (Feature now Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be 2_5- inch to keep velocity ® 8 fps max. at 117 gpm Maximum System Flow Rate.
Return Piping to be 2.5 inch to keep velocity ® 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
Pump Modd PENTAIR INTEWFLO VS-3050 H.P. 3
Total N.P: HPxservice(aemr.lH4ormaemus[he2speedovoisblespood
FRer Make PENTAIR C&C Size 150
FNernun.areabasedon6hr.tu ilawratepodgal./360mim=Flaw Hate
Divide G.P.M. by CerW* =.375 w Sand =15 w D.E = 2
Time Controller make ON PUMP Mole) —
Cwnbds and operate a minimum of two speeds.
The Naher sceed avamde is net to ewxed one normal aide or 24lus W &fmw is less
DESIGNID FOR:
IM CUSTOM POOLS
BLANDFORD RESIDENCE
301 E MIDWAY RD
FT PIERCE, FL
`p`�..pLL R.O'���i
ENSF'��F���
M. RODG RRS, PA :*
VI No. 61IM 68212
BOI fliactwood Drive
�Pt knee, IL 34982*
01-06-2021 %12T201-1694 = k
I
***ELECTRIC NOT INCLUDED***
PREPAREDBY: SHEET:
STEVE HORST 2 /
DRAFTING &
DESIGN SERVICES 3 (772)201.7846 holststeve@yahoo.com
PENTAIR `
TH CALCULATOR JM-BLANDFORD-HIGH
STEP iTEP 2.
P¢(ILSPECIfICATONS _ SELE�(WIIIPIRENT
STEP 3 OF 3: TOH CALCULATION
Poat VaWmeiP41mn1: laEaa.oOeYlb SRnNn LdE ,. 1S¢R
1
tI Tumarertheirs(: 6.90 Mon
i Flttralon Rowaate: 36.00 GPM M.M. FtaaipaM 103-57 GPM f
r
, $Ei.EG17d{
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MA+DMON PNEVELOCT'IFr56C1 SIICnax ¢UTLET B
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8
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TmAL MPIxc lEx6TxslPx IwEr
44.00
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74.00
•.
,•
ro6E6xEEETB¢x IxLET
6
¢I^vLIWl6E 12
{ ctaxaxouran
1
TPEmRouMl viler
0
olscxAa¢E 3
1nCH INRUM
6�
nNxs,
4
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TX2A"31AAYVALVE
4
si4�!�bA;i�Et
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Pull VARIABLE SPEED. VS.SVRS. w, Carol
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a:..��#�7,GAtAlIp6N,:}I
TMaetwa
71.92FT
wa±tpgd mawe+awUtaa 7,L92FT
l
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RE�11RE0M0RM0MiMPE51�
jM41Pq�
Z.50
D'MdgrgeP� ,�
PUMPRPM
i
RmfOkatSelected PumpRPM;
103.57
PwIpAPlk ) '
..
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RadiaasatSelected Pump RPM:
71.92
SYSTEM H1
.
D
RESSURE CURS
I
�lECikiN '
I
ISO
140
I
IN -
x
isI
a
li0
_
> 100
90
d9 ......
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p
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.. 70
..
n
a
a'
I'
40
3
,
20
1C
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0 10
(0
60
10 fro 1m 1Y
lblumetric
Ro w Rate (GPM)
f
i
r-
I-CIeMSystemCurve
-Pump Curve ■Desired
peration.Point Clean System aPumpDplFdtion�P4iat
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I
®1 PThe Association of
Pool & Spa Processionals' JM-BLANDFORD-LOW
AN68APSPACC ISs ENEMY EFF0ENCY COMPMNCE mFORNATION FOR RESICENTML SWMIMMG POOLS
PROJECT NAME-
ANOAOORESS
BILANDFORD
CONTRAETOR NAME
ANp Appq
JM CUSTOM POOLS
fA:
CONTRACTOR PHONE: am' 1-5-21
,ens Imwrmllm vwtt rqs PreWrea wmew�v-la neslxmal nwmmmBl'oal aw �loenergy emdmcysUrMam wrrthg CammMeeatlYAsavdaupn d vac aMSpa
.K15 m[pan of the Amedpn NanonalSai ANWAPSP/ICC-I5a 2011 ba A included farinkan atla orl,. Cmlaxtonsshadd acquire and corply
WMM[RTSI/RASP/ICC-15a ZO115GMard rhichan he puMased rtwaw2fapbg.
1. §52.1: Calculated pod volume
a. Gallons: 13,600 ;or
L 13,600 gallons
_
b.Cakuko dCwilo _Oudiwemm)X fawrwledepth)X7A8(Sd/JM3)=
2.952.1: Calculated fBtraHcm flow rate
2. 38
(Pod Pulume a 36Oor369pm whkheyer is larger)
3. §5.5.1: Pipe sizing:
a. Minimum suction pipe diameter
31 1.5 inches
lEme.Ihesmmlkst alpesaefrom TulA l w1M.61111D.rapahyth,.mme wmare thanaem2.1
b. Minimum suction branch pipe diameter
3b. N/A inches
Posrubre: Men2.-(sPm)=ararwfi PlPrs fwmtwl=6mrchfxwroa (9pn}
finerchesmplknp,,,.Ppm TRM,1 xWo.61ipspowavocitydeswe or. Mml the rpkdered
soctxnhm,Nhpownore.)
a Minimum realm pipe diameter
3c. t_5 inches
(fnxr the smdlestppe Sire from Ta6N3 with aafpsf awtVpwity on, smw or more than, item L)
d. Minimum return branch pipe diameter
3d. NIA inches
(Cokoo aeml. (apnl.6oryN vipes lquontityl=ArpwAfbwmte (VPn}
Enterdvich esl pipe vafrmn Tp6x1 wiM pafpsJxwmpatllyde somewmare Nan the mkuxled
realm baw,rA JAw role)
4. §SA1: Fitter type and site:
a. Filter type: (Cartridge, DE, Sand)
4a. CART
b. Minimum enter area
46 101 ,y h
(rpkvxa uem 2. Ipwn)')IR I)ID'i(W-M,271
FdW11i T. G.Vdi I"75, Send=lS, pxlarnw'ewn'Errth+2
S. §SA.2: Backwash valve: _Yes, X No?
N,A
S. aches
-
(MTnrusA,paav[Iwesh w/w, inner nerd[ lXem 3CmlinrAa MwAeVe. i<wveq
toil t I
. -1-
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t4-
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ss-
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r
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3B
54
W
1]r
1B5
Yi8
3!R
La
N,mFUI aPY®ary¢
t
6¢
f1¢
1M
M]
31]
N3IzV
6. Single -speed pump selection (when used):
§5.1.1, 5111 Ear singlenpc d pumps wil6 a local horsepower p99 or visa, out and enter a Compliant pimp 6om the Pout Puma
Doubs.,
a. Pump model
b. Total horsepower
7. guff( -speed pump selection (when used):
§5.321: Pools 17,¢00 anoxia or less, slutpump')pun Me datohoae w]Ap O Wayfbw MNP, m Alm 2 ar less.
§5-oE2: Pooh 17,¢01 aalkin or more, select gnp'pom the dplizal wid, o Cww•Capm fxwemaW m item 2 wkss
'Mold-speedpumps AsAr Aaw one speed Anted tlat sot f. on, re PaPpimr.
a. Pump model
Is. Pump flow
103.21, 5.12.1: AppIcal le CmwA or Cpvnfxw Aned 0 MYxbDV,)
3/17n5 ANSDAPSPner- IS Stardxrd Wimis commence Form
Ga. N/A
6b. WA
Or
PENTAIR
INTELUFLO VS
7a.
7b. 40 BPM
1012
C.pPrean
Sliol
RNquinervans
CM
4AAA
Heater has no pilot light
N/A
4.4.12
Readily accessible on -off switch mounted outside of the h
Heaters
No electric resistance heating u r I
n8 rhgrourM spa vnM tight fmN,g cover with R-6 insulation,
1.3.L3
orfor pod with ocumented pool heating from on -site solar or recovered energy.
Heater emciency: gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0
5.1.1
Pool filter pump listed in database
X
5.3.1
Pool filter pump with total horsepower 1.0 or more is muftPspeed
X
Muhispeed pump controller programmed to default to the filtration flow rate when no atndliary
5.3.3
pool loads are operating within 24 hours and programmed with temporary override capability for
X
servicing.
Pool systems
5.3.4
Single -speed pump controller capable of operating pump during off-peak electric demand.
NA
5.5.2
Pipe before pump has at least 4 diameters of straight pipe.
X
System installed with solar, or setup for the future addition of solar heating equipment by
5.5.3
installing 18 inches of hmizomal orvertipl pipe after the filter and before a heater, or built-in or
X
built-up connections, or dedicated pipe to and from the pod.
5.6
Directional inlets for mixing pool water.
X
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JM CUSTOM POOLS
BLANDFORD RESIDENCE
301 E MIDWAY RD
FT PIERCE, FL
tit II l l 1111
�QpLL F
�\CEN
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F[.34982"� w
01-06-2021 i 2(IlBHiALTE OF '(�
f - p
/ 11111
""ELECTRIC NOT INCLUDED'"
PREPAMBY: S
STEVE HORST 3 -
DRAFTING &
DESIGN SERVICES 3
(772)201.7M6 horst.stevoyahoo corn