HomeMy WebLinkAboutPLANSt� PLU�t�i NG KEY'
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(TO BF-TOPFE0) io n
POOL SPECIFICATIONS
Max width
Min Depth
�
y Max Length 3t
MaxDepth
Perimeter
8;t' AreaI j&S[AFT
Elevation
F11:La7 SST Dirt fromExc ,00t_
Returns
t( Vac Stub YAEj
Cleaner
Other Plumbing
y?-tynkary 7ET5
Fill Line
NO Overflow tjp
Tile
bit X a' Step Tile E .
Cantilever
YE6_Bullnose itlf�
Raisebean(s)
Light
3CM-PIPID&t Transformer 30Dt
box
.1 Timer No
Automatic Controls 2 pVTra BPI Gird' Ct >A)7- 20t..
Patio Type
Gb SCR ETF-
Sq.R.
1 p'6QFT Color 6eoA)ERS CH01Cd-=
Existing
YFS Sq. Ft. „7gd-4 2 PT
Footers
YF3 w/steel #S (IRD No
Termite Treat
YES
interiorfinish
GEA4
Pump
Chlorinator
PC-30FAli2 H.P. KS305Ca
YES No $ALT'
Bench
yEs Handrail ► O
Gallons
)9,000 Turnover Time HmQmins.qO
Cleaning Kit
'UEI-ox r— -
Heater
H r,a L Size i ` C>000 870
Foimboard Survey YES NO PATI O
Final Survey
YES NO —
Compaction
YES NO aJ4e:,jC J Ltr
TNr-Ra-PY 3ETs
QEWTAIR
V"T
SCANNED
JOB SITE
BY
DuoinB k:<li SY.Vi,ripP'rtnriiV+
`t SLR P'a I m 1r Z> T )
FT P' r e
L 3 99L
CONTRACTOR
JM FORM & STEEL INCORPORATED
dba JM CUSTOM
POOLS INCORPORATED
Lic.#CPC145$4S6
.t�� tap A L L
96
File C Y ui
t
REVIEWED r CE
CODE COMPLI
ST. LUCIE COUNTY
BOCC
74 87
- No. 68212
M. andall Rodgers, P.E.
FL Lic. No. 68212
1801 Hazelwood Drive
Fort Pierce, FL 34982
PH: (772) 201-1634
-Pool
construction complies
with FBC 2017, ANSI-7, ANSI-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 @95% compaction
-Equipment
Foundation
3'xT
conc. slab min 3 5" thick pour in
NOTE REMOVE GRATE & Y" PER Fr. MIN_ �PE r
WELL POINT PLUG FROM MAIN OR GW TIE
LINK H ATTACH DIMING
PUMP DRAIN
WHEN ACH AUX. POOL W� R CAP TIE
6"x6" TILE
GRATE SHALL 4" STAB
BE SECURED IN INTERIOR 2500 FIBER MIX
PLACE SO FINISH 4Jr2" TYP. WALL-3,000 PSI GUNHE
THAT TOOLS
ARE REQUIRED
FOR REMOVAL STEEL-TEX FORM
OR KRAFT WALL
6" TYP. FLOOR '-•
TRENCH DRAIN
3,000 PSI
#3 0 12. O.C.B.W.
GUNHE
NOTE: FOR DEPTHS
. <..'
GREATER THAN 6' ADD
TREADED
PLUG
(1)/3 COVE BAR 06' O.C.
GRAVEL B
TO PUMP
TYP.
WALL SECTION &
WELL POINT
(NO SCALE)
•
el
(2) #3 REBAR OR
(1) #5 REBAR
Eli
FOOTER DETAIL
(Nil SCALE)
JM CUSTOM POOLS
CPC1458456
WHEN PROVIIDED
HEATERS
DECK 1 ROW OF WATERLINE TILE
SHALL BE AT 20" MAX
PRESSURE GAUGES INSTALLED ON
CHIAPoNATOR FILTER
THE
BELSHALL
FILTER PUMP FOR FINAL INSPECTION
„ WATERLINE
3 -6
WATEW
RLINE NE
AMP Wes/ ERR &
MAX 5'-B" UGM `�
v r u
Vppl.P
HEATER
LEVF1 Nor
FLOOR 13 STEEL 0 12" O/C E.W. SLOPE
6" THCK OREAIER
THAN 11
FLOOR SLOPES
18'
BY-PASS
FTIIOIR SLOPE swu ee
WgaA
COMPLY xtr[tfs s.s.t
COMPLY NT Iwaal 5.
Vocuum (In Hg) X 1.13 Pressure (PSI) X 2.31
of
Fed Of Head feet Of Head
a FLOOR F1Kw
Be w
THE SHANES
,. 01WW �
R
THE AREA
� 1 FOOT IN 7 ram
C
Vacuum Head +Pressure Head
DPW
cw+
= Total Dynamic Head
30'-0"
SWIMOUTS
PIPING SCHEMATIC
TYPICAL SECTION THRU POOL
(NO SCALE)
(NO SCALE)
HYDRO -STATIC REU
DEVICE INSTALLED IN
AREAS THAT EXCEED V
WATER TABLE IN SHE11
TRENCH DRAIN
MAIN DRAIN
POOL DETAIL
<NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4" THICK WALLS W/43 REBAR 012. O.C. EACH WAY
3' TO 6- - 6" THICK WALLS W//3 HEW 012. O.C. EACH WAY
0' TO 3' - 8" THICK WAILS W/43 REHAR 012' O.C. EACH WAY
MISC. NOTES
1. ALL SIEPS AND SWa1OUT 8EN01 EDGES
WILL HAVE I& CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FLASH FOR VISIBILITY
2. HANOIOLD TO BE W94 ED ARE WHERE
DECK RAISED tb" ABOVE POOL
F�
� EXCAVATION INTO THE ANGLE OF REPOSE 8 ALLOWABLE PROVIDED..
• SHORING IS INSIALTID AT EXCAVARON AND SHOIdNG SHOULD BE
Qg, SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
' NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
' COMPACRON TEST OF THE BCKFBIED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
to- MIN
STEPS
(Na sCAL )
STEP DETALS
1. TREAD IS MIN OF 10" WADE
2. RISER NOT GREATER THAN 12' EXCEPT IF
MORE THAN (3) TREADS ARE USED
3. ALL STEPS TO BE SOUD GUNIIE 3000 P.S.I.
WATER LEVEL
UNDERWATER
LIGHT
POOL FINISH
M
12 VAC FROM
POWER SUPPLY
1- PVC
CONDUIT
PENTAIR GLOBRITE-S J\-TER
SCHEDULE 40 we SLEEVE
AMP 30 7 NO BONDING
FUSION -FUSION POOL PROD OR GROUND
REQUIRED
MODEL G4/U
NICHLESS UNDERWATER LIGHT DETAIL
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL a RLEr CMP 25506-32X VGB
PER FRC4501.6.8 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WRH
2017 FLORIDA BUILDING CODE
LMED TO AMF/ANSI A112-19.a
32" CHANNEL DRAIN AND SUMP
25506-320-000
'THREE 2" SOCKET x 2.5' SPIGOT PORTS
'DEBRIS GUARD INCLUDED
138.79in? OPEN AREA
'IAMPO LISTED FLOW RATES
'WHITE PVC BODY
'COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
The maximum Now rating for this suction FdUng with the center port plugged and outer ports
open is 308 GPM (floor) and 212 (PM (wall) when using 2.5' plumbing and 268 GPM (Door)
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" plumbing.
S.S. PIN EPDXY
SEf IN PEDISTAL
PRE-FAB TOP
4EA #3 REBAR
FROM POOL FLOOR
INTO SOLID
POURED PEDESTAL
12" 112" ROUND PEDESTAL
TABLE & PEDISTAL
(NII SCALE)
Determine System Flow Rote: Minimum Flow Rate Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume: --- ft - x 7.48(gal/Ft) = -- gal PUMP
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: XXX _ gal / - XXX = XXX + XXX = XXX
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be 3 _inch to keep velocity 0 8 fps max. at 181 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
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 oom 0.10'
2.5'
88 gpm 0.05'
17 Qpm 0.09
3-
136 gpm 0,04'
81 gpm . 7
4'
234 gpm 0.03'
313 gpm .65'
6'
1534 gpm 0.02'
712 gpm 0.03'
Pump Model PENTAIR INTELLIFLO VS3050 H.P. 3
Tolel H.P =H.P.x service facts. I H.p. m more must be 2 speed a variable speed
Filter Make PENTAIR C&C Size 150
Eller rain. area based on 6hr. turmverfow rate pool gel. 1360 min. = Row Rate
Divide G.P.M. by Carhidge =.375 ar Sand =15 or D.E. = 2
Time Controller make ON PUMP Mudd ------
Car&& must operate a minimum oftwo speeds.
The hinha "wM,wenMn ie m, m "vrm,r ran � n„Jn ". oe n•e ,w,.um,".K ��
Determine Pipe Sizes: HYDROS ONLY
Trunk Piping to be 3 -inch to keep velocity 0 8 fps max. at 181 gpm Maximum System Flow Rate.
Return Piping to be ---!--inch --inch to keep velocity ® 8 fps max. at 181 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
Pipe Size
6 fps
efps
1'
16 gpm
21 gpm 0.23'
1.5'
37 gpm 0.08'
50 gpm 0.14'
2'
62 gpm 0.06'
82 gpm 0.10'
2.5'
86 Qpm 0.05'
117 aom 0.09'
3'
lpm 04
81 gpm 0.0 7
4'
3p'
31 gpm
6'
534 gpm 0.02'2
gpm 0.03
IOKY/Y\PirTN��ill
JM FORM & STEEL
KELLY RESIDENCE
4807 PALMETTO DR
FT PIERCE, FL
RFnn. 34/17, S ^ r
C0ST1) 4 r'�Ir.N`.16y
No. 68 A PNDALFr W&ERS, P.E.
III, LicensdNo. 69212
-0 : * 1901 ftAw000rive
FT Pi FL34982
-0 A'1'A76' OF •(71634/�/)//�J_
4�
"'ELECTRIC NOT INCLUDED'**
PREPARED BY: Jtil!.F,'1':
STEVE HORST 2 /
DRAFTING & T ,(
DESIGN SERVICES
(772)201-7846 horsl.steve@yahoo.com
Fi
CND SCALE)
> P E N TA I R
TDH CALCULATOR
Pool Information JM CUSTOM-KELLY-HIGH SPEED
Flow Rate: 103A7 GPM Total Piping Lengths:
Suction Lift: 2 Ft Inlet Side: 72 Ft
Discharge Side: 74 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
(consult your local code) Inlet Piping: 3.043 In
Inlet Piping: 8 FVSec Discharge Piping: 2.445 In
Discharge Piping: 8 FVSec Piping Head Loss at 103.47 Gal/Min:
(not incuding rittings or valves)
Inlet Piping: 1_64 Ft
Discharge Piping: 4.88 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
Required Minimum Pipe Sizes:
Flow Rate: 103.47 Gal/Min Inlet Piping: 2.5 In
Your Head Loss: 71.95 Ft Discharge Piping: 2.5 In
Maximum Flow Rate
at Maximum RPM: 103.47 Gal/Min
Ensure the drain cover max How raring is not
exceeded.
Head Loss at
Maximum Flow Rate: 71.95 Ft
System Head Pressure Curve
150
125
EZ100
S
0
75
50
25
IntelliFlo Variable Speed, VS+SVRS, VF or VSF - 3450 rpm
Clean System
Desiretl Operation Point
O
0 50 100 150
Volumetric Flow Rate GPM
Selected Components
Compensate
14-1 toss m
Ns Ounay 103Ar caYMM
i(]b130 1 3]I
Y42S awry vYru 3 B53
WnMM 703
ClanaYCNa t ]03
IlxaTaq 1 3733
Piping
N...
HN D14cNmGe xeaa torso
aswoe o»tay »aa saaGn
95arreeabmi 5 10 60
a5ay®abww 2 2 0%
Tee TlumrNt 0 9 09T
Pumps
None re.nut.
IdmeYiFb Vaiffik xipea,V5a5N2S.VF 1
VSF
N MIa'bpRnwKeMAWS aeanrea MrVMev, M laraaoq MM'(:aml&. EUYTw.Tlla. MMbTowYl& SnToaHrB. mdEm Sekcl^
am rryYelarM680aI1WIrYb162/Ird'MMIvdlMlar 4WMFbJ atl Spq bF YWW 250AMMvu'/Nr"s intl¢lbrha5hlasaM�PaY r
maN/m. ibJ4®agaNWylWa, mm»a»eramar5wl++m lw aaraaassela ma eawlNmmo wmaro:lmub.trxaea4m
.wrsanarNeraemeeanelwatlNsvnmleabnaaanmNwu. NYSRmlma5p4r hc. llmmnwna4aMda+W n1erM tlla
rNanWswrgffilea9Nna4aaf9meaM1»Pea. eemrs waammlNxwmy:rarmirgpurppwlNa erd NrNrea, nlrarrnmmama
ttpllb Wr¢�bNv.;pwt W nRie. PoMaVuenar aYTVa'ruSiYanPbW
PENTAIR
TDH CALCULATOR
Pool Information JMCUSTOM-KELLY-LOWSPEED
Pool Volume: 12000 Gal Total Piping Lengths:
Turn Over Time: 525 Hrs Inlet Side: 72 Ft
Suction Lift[ 2 Ft Discharge Side: 74 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
(consult your local code) Inlet Piping: 3.043 In
Inlet Piping: 8 FVSec Discharge Piping: 2.445 In
Discharge Piping: 8 FVSec
Piping Head Loss at 38.10 Gal/Min:
(not incuding rittings or valves)
Inlet Piping: 0.26 Ft
Discharge Piping: 0.77 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
Required Minimum Pipe Sizes:
Flow Rate: 38.10 Gal/Min Inlet Piping: 1-5 In
Your Head Lose: 17.23 Ft Discharge Piping: 1.5 In
Maximum Flow Rate
at Maximum RPM: 103.47 Gal/Min
Enure the drain cover max flow, rating is not
exceeded -
Head Loss at
Maximum Flow Rate: 71-95 Ft
System Head Pressure Curve
30
25
20
O_
S
`o
s15
10
Irit5
elli Flo Variable Speed, VS+SVRS, VF, or VSF- 1600 rpm C
Clean System
Destred Operation Point
O
O 10 20 30 40 50
Volumetric Flow Rate (GPM)
Selected Components
Components
Nme nssx
1 a oaNNNy a»mn
iCMer30 1 on
Y x25'3way vale ] IQ
MiN Pan 1 Oe
amWT.a<;lev 1 UbaTenp 1 10.59
Piping
NNN OI4aNNP xmu»r
Nape 5 Olaof 0 1a.ta oelnn
NoarRmaabw 10 INS
111
m
4sce0aeaww 2 2 a
im llrgryr 0 3 .15
Pumps
Noma WaYM
IMeNFlo 4&ueN Spaea. V &SVPS. K. 1
w VSF
Rtl Fbreav IraM/wA5 a'XIIrWS a'e owrM Oy F6Mar, arc. Inle/IrHp'a /nNMCwnrr2. EnsY ieWrpl NNeNI uchG Sun2uN, r.^�� ura Ew Selector
Yp TgSlerM/2K crate prltlPoradhnlmMWPen2n N2fe!PwT .va Spa,Irc. a:Worl.S aPol �mnpanre5m tee Vnttea Sh(e5 and0/dMr
manures ualassa4ara5rl. rimer rra aria maaasdmr.apartre5lna mayceoseN ra mra aaaaraeata!e not aSeem Nrarearean aml,aaw or
elaNmmenlaMxen me ra.rrara ormaserwrr4s erne dma4aM l=enlarr water rodmaspa. tro rnose nanre5 anowana5 roar re rre
hY4rIart4WTryafBr6a IrgaemarF4NtlugelMM {NaRS. tlemvm prearcmnNworaly mmmvmpaupvarxlsan0 sxnres. Fentarmse!r¢5 ate
IlyeroaamlpeglB06reaMR a5ll1mRIMb'naam. Ft rcara as wrralropurrnmeamn..
30" AIDE z 0a8" HIGH x 36" DEPTH CLEAR AOFMNG SPACE IN
FRONT OF ANY PANEL HOARD PER 110.26(A)a 110.2e(2)
AND 110.26(3) OF THE 2017 NATIONAL ELECTRIC CODE
WOK
RNeIn AAA)
PN OF a•
isOE POOL OEa(
V NEC. APPWYEO
M PInBF R. I' M Grim:
AIS' i... l:..�
MORE
PLAN NON BEYCE 1/2' N
EDGE 20' PuI Poe I/2' COIUa
N
EDGE MID NOT �
NRN 6' OF POOL EDGE Ile MCUPPFfl NrE TO E(Owar w BOND
N.B.C. 2017 SEC. 630.22(3) M S" COPPM
GEE M (ROPED
ELECTRICAL DETAIL
NOTE: ALL ELECTRICAL WORE SHAD.
CONFORM TO N.S.C. 2017 SEC. 680
N sari camER
BNn rtE NM
IPmOeEO arcs
NICHE I-te son aaE COPPER
10'MIN-24"MAX on. PERim Ban
NM APPROdO
nil 4• TO 6• BEN
Sin-GR/OE BOW 10
IDITIRE /- EPOOLS Ill-riGR01R0
I-& sDw aw COPPER
BCD 'aE Will MPROVEO
Ores O 14) SEES OF
CIRCLE PUGS BOND M
EQUIPOTENTIAL BONDING DETAIL
PER FLORIDA BDHAING CODE ADAPTION
OF THE N.E.C. 2017 SW. 080.2E
PENTAIR
TDH CALCULATOR
Pool Information JM CUSTOM-KELLY-HYDROS
Flow Rate: 1252 GPM Total Piping Lengths:
Suction Lift: 2 Ft Inlet Side: 72 Ft
Discharge Side: 48 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
(consult your Iocal code) Inlet Piping: 3.043 In
Inlet Piping: 8 FVSec Discharge Piping: 3.043 In
Discharge Piping: 8 FVSec Piping Head Loss at 126.20 Gal/Min:
(not incuding fittings or valves)
Inlet Piping: 2.33 Ft
Discharge Piping: 1.55 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
The pump you have selected is too weak for your pool system.
Required Minimum Pipe Sizes:
Flow Rate: 12520 Gal/Min Inlet Piping: 3.0 In
Your Head Lose: 16.29 Ft Discharge Piping: 3.0 In
Maximum Flow Rate
at Maximum RPM: 125.20 Gal/Min
Enure the drain cover max flow rating is not
exceeded.
Head Loss at
Maximum Flow Rate: le.29 Ft
System Head Pressure Curve
150
12.5
10.0
O
2
`o
ir. 7s
6
S
5.0
2.5
IntelliFlo Variable Speed, VS+SVRS. VF, or VSF - 2000 rpm
T Clean System
Desired Operation Point
00
O 25 50 75 100 125
Volumetric Flow Rate GPM
Selected Components
Components
N m ease
Dane Onv 1 125AG3
T r2S3wayvaM 1 34949
Mae 0ealn 1 248
Piping
Rae I:ama awl
5a aepree amm. s a 52
a
Ss aeNree aetw 2 2 as)
fee mroaOn 9 3 059
Pumps
Narw omrp
ImNliFln VariyNa $IbE1, V5.5M5. Vr. 1
m VSF
M h/It&IIrWIl6N58MAgr38reawMdDy FbMtir Mc. IMaAINrfV, MhNrCOTrmS CaSyTorvh£i, IntPY�Toaµ9 $u'r TvuN& era Cm $ele[I^
dbrBysbM'I bedurwks mrdbhatlwrwaS NPedev w.Narp.WOna5p4. Irrc. arMk!es.vffitiaicd ttvrpanies rn the UnActl Slates arrNwdlrer
Cpurblaf.IhWY.4YgNe99yrvdea rWTs rMdvraedlNN (artiaz IhN maV � u5eain /his tlaivnerFare PEW vtta to inTcaM an�lrabvn or
4na5nminrl.rim.nmeownersalnmer,.,,laaarremawa mavarrlar!ware.vodane spa. Inc. rm5a mar45 raraaams m+rame
rtrmrnarx5 o�raea®manaamas5wnw lrwan.*+ea �rrmr aremmrw.�rawto-rrrooarnosn5am."r,rire5 vwrcai!re.5eve5n"
rNrl b elmr F �ehnlvas wMwW Mw mM.e. Pzean u' an eWal W lb'IurM' urWWar.
REVIEWED FOR
CODE COMPLIANCE
S-r. LUCIE COUrITY
SOCC
`\\.\ PNDALL f1io�/rr
o•882WRANDALCRO
FL Liwic Nw
'9
a'
1
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