HomeMy WebLinkAboutPOOL PLANS1" f L0,M 61067 K E V "
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BY
-3t. Lurie County
POOL SPECIFICATIONS
Max Width
a i��i Max Length a�
Min Depth
3' Max Depth S'
Perimeter
61' Area 55 >6 ?Pr
Elevation
FiELP gE.T- Dirt from Exc. L-F-W VC-'
Returns
t ( Vac Stub YE 6
Cleaner
Other Plumbing
LLD F4>0W7"X411V
Fill Line
OLi(.> Overflow lut>
Tile
(,:',Y(c*" Step Tile YFf->
Cantilever
VE6 Bulinose tVc)
Raisebean(s)
Light
a e.
300W Transformer wFD�iVi:
Jbox
- Timer to 0
Automatic Controls
'T-c>17-EL1BR IG/47` CDW7';P'0L
Patio Type
GC? kvC.'RFT E
Sq.Ft.
955 60?FrColor tawNERS C00jCE.
Existing
YE `J Sq, Ft. 51 q `;(;� F7"
Footers
YES w/steel #5 S NO
Termite Treat
Y Ea
Interior -finish
GEM
Pump
PF_J(j7-,qIP- H.P.
Chlorinator
YES NO �iL7
Bench
Handrail JJC>
Gallons
Time Hrs. ( Mins.`f
Cleaning Kit
�Turnover
L)FE OX E
Heater
V,B'r� +t Size
Formboard Survey
YES NO 1 JJrfb
Final Survey
YES
Compaction
YES NO 'i3ACkF)LL
COMMENTS
p t114164
Ld'? cvav�rl(c>L-
JOB SITE
Wcarre'14..'A�
�r1 iq > ;1/grr3
I'l117 Ler e r'jrrc r,
FT PI'6rcc
FL.
CONTRACTOR
JM FORM & STEEL INCORPORATED 1111
`\
INCORPOR��
dba JM CUSTOM POOLS
ROpGy7�i�j
#772-486-0821QP•-.
L!c.#CPC1458456
Q�
® rtno�ic ,,m
STATE OF � 2;r ,
REVIEWED FOR YAC'
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC M. Randall Rodgers, P.E.
FL Lic. No. 68212
ILE
COPY
Fort Fort Hazelwood Drive,
Pierce, FL 34982
Ph: (772) 201-1634
dREMOVE GRATE M
Y" PER FT._ MINSLOPE
WELL POINT PLUG FROM MAIN
LINE WHEN EMPTYING
POOL
WHEREPPPCABLLLE . ,.. , (2) #3 REBAR OR
LINE WHEN FMPttING POOL �• ''•4''.`�"
6"x6" TILETE SHALL t L• (1) #5 REBAR
4" SLAB
—Pate construction Complies with FBC 2017 ANSI-7 ANSI-15 BEGSEPLACE 0 INTERIOR . W FIBER MIX CUSTOM Po®`�
-Water Velocity -Max 8ft/sec as per FBC 2017-R4501.6.3 PLACE so FINISH �" TYP. WALL-3,000 PSI GUNITE Y ■/V-. ■
THAT TOOLS �)I
-Pool Barrier to comply with Section R4501.17-6th edition FBC ARE REQUIRED
-Skimmers comply with FBC 2017—R4501.21.2 FOR REMOVAL STE L-TERAFT WORM
-Soil bearing capacity assumed 2,000psi @95% compaction 6" TYP. FLOOR OR
n 3.000 PSI Q �1
LL
Foundation 3 x7 cone, slab min 3.5 thick our in TRENCH DRAIN N3 ® FOR O.C.B. S U CPC 14 5 8 4 5 6
—Equipment p GUNITE •. NOTE: FOR DEPTHS
place Or approved Hurricane Rated precast equipment pads TREADED ?f' GREATER THAN 6' ADD
-Water Heating equipment to comma with FBC 2017-R4501 PLUG " ': ' (1)#3 COVE BAR 06" O.C.
GRAVEL BE TO PUMP —
TYP. WALL SECTION & WELL POINT FOOTER DETAIL
<NO SCALE) (NO SCALE)
SUN
DECK DECK i ROW OF WATERLINE TILE
WHEN OVIIDED PRESSURE GAUGES INSTALLED ON CHLORINATOR HEATER FILTER
SHALL BE AT 20" MAX FILTER PUMP FOR FINAL INSPECTION 3'_p" WATERLINE ucer
LINT STRAINER 1 MAX 5 —� SBALL
BEL THE PUMP W/ HAIR
L77T
WAT LINENOT
�xxuun�� ? U, FENRNS -L-T t #3 STEEL 0 12" O/C E.W. S,LLQU
j FLOOR SLOPES 6" THICK GREATER
/ = FLOOR SLOPE SH4L BE THAN 11"
xc HEATER REl.SaNABLY UNIFORM ANO
18' ' • •`\\ BY—PASS COHPLY WITH ARRCLES 581
THE SLOPE OF THE ROOK FROM
N SK\MM�R THE SHADOW
EL TOWARDSiWENEF.P SHUI
Vacuum (In Hg) x 1.13 Pressure (PSI) X 2.31 NOT EXCEED 1 FOOT IN 7 NOT
Feet Of Head Feel Of Head
Rol DPP\N„ ER LINE B' — O,x
NEL ORP\N CLEPN
Vacuum Head + Pressure Head
= Total Dynamic Head
SWIMOUTS PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(NO SCALE
CND SCALE)
POOL PATIO CUSTOM MOLDED PRODUCTS INC.
WATER LEVEL '''i'•'. {•S;'^ r''.'i�'<''.:
HYDRO -STATIC RELIEF %`1•'.;'"`. SINGLE CHANNEL DUAL OUTLEI CMP 25506-32X VGB
DEVICE INSTALLED IN PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
AREAS THAT EXCEED 1COMPLIANT WITH
WATER TABLE iN SHE 12 VAC FROM 2017 FLORIDA BUILDING CODE
ZD r. ; POWER SUPPLY
z .•b i. LISTED To ABMF/ANSI Al
Li Li Li
TRENCH DRAIN
z.lse
UNDERWATER 1
LIGHT 32" CHANHEL DRAIN AND SUI.IPI' PVC 25506-320-000
,
CONDUIT *THREE 2" SOCKET x 2.5" SPIGOT PORTS
TD GRAVEL BEu POOL FINISH ,Yx. 'DEBRIS GUARD INCLUDED
38.79in? OPEN AREA
•`"• *IAMPO LISTED FLOW RATES
PENTAIR GLOBRITE-SH CO W TER SCHEDULE 40 PVC SLEEVE *WHITE PVC BODY
2.5" PENTAIR
NO BONDING 'COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
MAIN DRAIN AMP 30 70 ,A. OR GROUND
FUSION -FUSION POOL PROD - REQUIRED The maximum flow rating for this suction fitting with the center port plugged and outer ports
MODEL G4/U open is 308 GPM (floor) 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
POOL DETAIL NICHLESS UNDERWATER LIGHT DETAIL filling with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM
( NO SCALE) (wait) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" 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
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'
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
6' AND FURTHER - 4" THICK WALLS W/#3 REBAR 012" O.C. EACH WAY
3' TO 6' - 6" THICK WALLS W/N3 REBAR 012" O.C. EACH WAY
0' TO 3' - 8" THICK WALLS W/#3 REBAR 012" O.C. EACH WAY
1(}48 (9 I ) XXX
l V P l . Calculate Pool __XXX ___ XXX_x 7.al Ft X
_ --------gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: ___ XXX____ got / __ XXX _= XXX__+___XXX ___ ___XXX
9 ft.
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
6 ft.
Determine Pipe Sizes:
Trunk Piping to be-2-5—inch to keep velocity ®8fps max. at_ 117 gpm Maximum System Flow Rote,
3 ft.
Return Piping to be_ 2.5_inch to keep velocity ®8fps max. at_ 1_17_gpm Maximum System Flow Rate,
Main Drain Cover(____ SEE_A%ME ____) System Flow Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
5�
pF�
Pump Model PENTAIR INTELLIFLO VS-3050 H.P. 3
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
Total H.P.=H.P.x service factor. IH.p. or more must be 2 speed or variable speed
I i 11///
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
' NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
Fllter Make PENTAIR C&C SIZe 150\V111
Filter min. area based an 6hr. turnover flow rate 360 min. = Flow Role RO
P`�" L
' COMPACTION TEST OF THE BACKRLLEO MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
pool gal.) �\
Divide G.P.M. by Cadridge=.375or Sand=l5or D.E.=2 \\ O"""YCEN '• `` //
\ 3F
Time Controller make ON PUMP Model
Controls must operate a minimum of two speeds. �SS" PE 88212
'sus:
<5 ft.
The higher speed override is not to exceed one normal le or 24 hrs which
NOTES
2x4 TIE -BACK AT
(3)i6d NAILS
EA• CONNECTIQN
fl ` STATE OF * '
i `, % 4
1. ALL
1. ALL STEPS AND SWIMOUi BENCH EDGES
VERTICAL 2x4
O
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR NSIBIUTY
�/ R \\`
REVIEWED FOR
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
COMPLIANCE / \�
10" MIN
(3) 2x4 STRONG BACKS
AT EACH 8ft
=
-
CODE
M. Randall Rodgers, P.E.
SHEET OF PLYWOOD
�oR
�SWx"
FL Lie. No. 68212
'IJpPE' NSF,
DESIGNED FOR: BOCC 1801 Hazelwood Drive
Fort Pierce, FL 34982
4" PLYWOOD
Ph: (772) 201-1634
STEP DETAILS
SHEET PILE
JM FORM & STEEL
1. TREAD IS MIN OF 10" WIDE.
2, RISER NOT GREATER THAN 12" EXCEPT IF
SHORING DETAIL FOR
***ELECTRIC NOT INCLUDED***
MILLARD RESIDENCE
MORE THAN (3) TREADS ARE USED
3. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I.
3
EXCAVATION LESS THAN
1417 LONE PINE DR PREPARED BY: SHEET:
5' FROM EXISTING
FT PIERCE, FL STEVE HORST Z
STEPS
STRUCTURE
DRAFTING &
(NO SCALE)
(NU SCALE)
DESIGN SERVICES
(772)201.7846 horst.steve@yahoo,com
- a -
TDH CALCULATOR
Pool Information JM CUSTOM-MILLARD-HIGH SPEED
Flow Rate: 102.28 GPM
Total Piping Lengths:
Suction Lift: 2 Ft
Inlet Side: 68 Ft
Discharge Side: 76 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
Inlet Piping: 2.445 In
Branch Piping: 8 Ft/Sec
Discharge Piping: 2.445 1n
Inlet Piping: 8 Ft/Sec
Piping Head Loss at 102.28 GaVMin:
Discharge Piping: 8 FVSec
(net incuding fittings or valves)
Inlet Piping: 4.39 Ft
Discharge Piping: 4.90 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: 102.28 Gal/Min
Branch Piping: 3.0 In
Your Head Loss: 77.80 Ft
Inlet Piping: 2.5 In
Maximum Flow Rate
Discharge Piping: 2.5 In
at Maximum RPM: 102.28 Gal/Min
Ensure the drain cover max fists, rating is not
exceeded
Head Loss at
Maximum Flow Rate: 77.80 Ft
150
50
0 �
0
Selected Components
Components
Name
sessions, I0-20
2-.25"3 way vaW.
Man nrah
❑.en and 0.
.02Temp
i Inch Rome
Piping
Name
80 owes aWmv
TeeThrouph
Pumps
N.
IN! e 1IMa Vmlable Bpad. V&8VR8, VF.
or VSF
an
System Head Pressure Curve
Intelli Flo Variable Speed, VIS+SVRS, VF, or VSF - 3450 rprn
Clean System
Desired Operation Point
50
Volumetri
Head Loa. at
Glassily
10e180a11I41n
1
217
3
635
t
Ve
1
6.85
1
M78
4
1,05
Inlet
aanam•
Hadlussent
Q-tly
Duenny
102ASQeIIMIn
a
a35
0
a
0.35
Qandy
i
100
and E. salad`"
'ela arid'.'oIMY
r on session or
150
i4lllePENTAIR
TDH CALCULATOR
Pool Information JMCUSTOM-MILLARD-LOW SPEED
Pool Volume: 8000 Gal Total Piping Lengths:
Turn Over Time: 3.50 Hrs Inlet Side: 88 Ft
Suction Lift: 2 Ft Discharge Side: 76 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
(consult your local code) Inlet Piping: 2.445 In
Branch Piping: 6 Ft/Sec Discharge Piping: 2.445 in
Inlet Piping: 8 Ft/Sec Discharge Piping: 8 FVSec Piping Head Loss at 38.10 Gal/Min:
(not IYIOLItling fittings QY Va(Vea}
Inlet Piping: 0.70 Ft
Discharge Piping: 0.79 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 s/ng;e body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flow Rate: 38.10 Gal/Min Branch Piping: 2.0 in
Your Head Loss: 18.23 Ft Inlet Piping: 1.5 In
Maximum Flow Rats Discharge Piping: 1.5 In
at Maximum RPM: 102.28 Gal/Min
Ensure the drain cover max flow rating is not
exceeded.
Head Loss at
Maximum Flow Rate: 77.80 Ft
System Head Pressure Curve
30
25
.20
15
� Q
Intelli Flo Variable Speed, VS+SVRS, VF, or VSF - 1600 rpm
Clean System
Desired Operation Point
0
O 10 20 30 40 50
Volumetric Flow Rate (GPM)
Selected Components
Components
Head Loss at
Hamm Q... lily 381100NI11dN
IMe111CtMSIC-Tt 1 0.54
2-%2.5'3w01",a 3 038
Moln teraln 1 0.42
ClBenand Clear 1 O84
Osseo, 1 ion
t rich Return 4 0.30
Piping
Inlet Discharge Head Lone at
Nem• Quantly Oriental 38100alefin
W dw¢e el. 0 13 IN)
Tean,.,h o 3 0.15
Pumps
Name Ouanrs
lmlh lu Vanaaelimd, VS.SVRS,VR i
oNSF
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aeregls Ush12Mrmeary WGrfI..... WPMlWWdIY FCd antl Spa, Inc MdbrU9 aRiNBlad[ompBnN3in (hB llnibtl5falea BMVMdINr
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endohamenibefrwen Iha owmn B(MeeenamaaMbnnds arM PenWb Wefa PoWentl Spa, lne. ilw» tome antl Nenda maybe IM
Nademerka wreguferatlhetlemaNa WfhB»fWrtlpedks. Bvauae we arecenhnuauLy impoNrg owpmNGsantl »Mcw, PoNNrte»rv» Il,e
nohf to cnana epecl! eerc wlfnwd Pdwnohce.i'snfelria en equal aPPonunlb BmryoYeY.
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PE 68212 , m
Q STATE OF
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