HomeMy WebLinkAboutPOOL PLANS0
0 I
n
42'-6"
SPRAY
DECK
i
3'xI2'x4'
WATERFALL
H (4)PLANTERs
15'x3O'
JSMM�
POOL
:EIDG2E
EDGE
FLORIDA GEMVINTERIOR
'
COLOR
LED LfTE
5'6"
DEEP
Pi
a
5'XIO' 2°—EUBBLER
SUN ®------------
SHELF
UMBRELLA
POOL GUARD SLEEVE
ALARM
2" DECK DRAIN
SPRAY DECK
NEED SMOOTH
TROWEL FINISH
I
NEW
RESIDENCE
O
0
N
—M.D.
F'le Co v
jo
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE CO TY
BOCC 1�
' `►
POOL SPECIFICATIONS
MAX. WIDTH 15' MAX.LENGTH 30'
PERB ETER 80' AREA 407 sq ft.
MIN. DEPTH 3'6" MAX DEPTH 5'6"
ACCESS ? ELEV. TOB T.B.D.
,r
EXCAVATIED DIRT HAUL
RAISED BEAM N/A
'PILE 6x6 STEP EDGE 2x6
COPING EDGE OVERPOUR
INTERIOR FINISH GEM COAT
SWIMOUT (1)5' LADDER N/A
HANDRAIL NO GRAB RAIL NO
FILTER PENTAIR C&C TIMECLOCK N/A
CIRC. PUMP PENTAIR SUPERFLO VS
POOL DRAIN 302 CHANNEL DRAIN
MODEL#CMP25506-320
,
POOL RETURNS 4 VAC. LINE STUBOUT
SKBWER (1)MID
CHLORINATOR I NTELLICHLOR 30 SALT
FILL LINE N/A OVERFLOW N/A
WATERFEATURE ROCK WATERFALL
LIGHTS POOL (1) LED COLOR GLOBRITE
ELECTRIC BY HORIZON
TRANSFORMER YES J. BOX YES
HEATER NO SIZE N/A
,
GAS TYPE N/A TANK N/A
HOOKUP BY N/A
PATIO SPRAY DECK SQ FT ±868
TERMITE YES DONE BY BUGMAN
EXISTING PATIO YES SQ FT ±778
DECK DRAIN 53' PLANTERS NO
APPROX. GALLONS 13,600 G.P.M.
TURNOVER HR. MIN.
SCREEN ENCLOSURE YES FOOTERS YES
—EHILD BARRIER SCREEN ENCLOSURE AND
POOL GUARD ALARM
COMMENTS
1-DORADO POOL CLEANER
SCANNED
BY
St. Luciecounll
JOB INFORMATION:
HORIZON POOLS
MUNYAN RESIDENCE
j
5421 STATELY OAKS ST
igg+RCE, FL
.
M.(tHIVUt� 1€QDGERS, P.E.
FL Lice 668212,E
No. 682121801 Hate o(j
w Zu 1q
' Ft haje, FL34982 67-
('
(772)201634
STAT
F
40
.... ***'ELECTRIC NOT INCLUDED***
FBC 2017 Compliance NEC 2017 Compliance
PREPARED BY:
SHEET:
STEVE HORST
1
DRAFTING & DESIGN SERVICES
M2)201-7846 horststeve@yahoo.com
/ L�
9M RUM GRATE A Ya' PER FT. MIN_ SLOPE i
WELL PONT PLUG FROM MAW (1) #5 REBAR
ORNN Q N DIFFIUX PULP oW>wan an M,XE www.horizonpools.net Wade M. Clarke
L11E MIDT EIpIYaG POOL �� xPPfIGVpE ' �r i'` 4
.'_mow :•:;:'..,. v
6'x6° TILE Licensed & Insured
—Pool construction complies with FBC 2017, ANSI-7 ANSI-15 ORATE SHALL 4• SLAB Lie# RP-0067256
—Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3 BE SECURED IN INTERIOR% 2500 FIBER MIX
—Pool Barrier to comply with Section R4501.17-6th edition FBC THAT TOOLS FINISH +>h' TYP. wAll-3,000 PSI cumTE 8„
Skimmers comply with FBC 2017—R4501.21.2 ARE REQUIRED
FOR REMOVAL STEEL—TEX FORM t� r �► n
—Soil bearing capacity assumed 2.000psi 095% compaction ;. OR KRAFT wail
f 6' TYP. FLOOR n
—Equipment Foundation 3 x7' cone. slab min uip thick pour in TRENCH DRAIN GUNIT P51 NO ® F12"OR
DEPTHS
POOLS,
� � �.
lace or approved Hurricane Rated recast equipment mint ads GUNNE NOTE: FOR DEPTHS
GREATER THAN 6' ADD
PEAllm . • ;_ ?: -::'' (1)13 COVE BAR o6' O.C.
NEW CONSTRUCTION & REMODELS
GRAVEL BE 32 Years Experience on the Treasure Coast
TO PUMP
TYP. WALL SECTION & WELL POINT FOOTERSCALE)DETAIL
Email: horizonpools@att.net Office: 772.405.1130
(NO SCALE)
WHEN PROVIIDED DECK I Row of wATERUNE TILE
SFIAl1 BE AT 20" MAX PRESSURE GAUGES INSTALLED ON CHLORINATOR FILTER
BELOW THE FlLTER PUMP FOR FINAL INSPECTION
WATERLINE
WATERLINE LmmNrPWA ER a MA% 5'-6" LXxrSHAII
5 7 , NOT
LEVEL FLOOR 13 STEEL w 12' O/C E.W. SLOPE
6• TH" GRFalEB
FLOOR SLOPES nLN�—
18"
FLOOR Aaf AWL ff
N S COMPLYAND
flf
Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31 THIN 5.63
Feet Of Head Feet Of Head
RE SHAMSUDa D
TBE
O
MMHE Flaw man
TIC
rE WNL
P01VW1 NOT CUM1 FOOT W 7 ?am mOT
}'15CF
Vacuum Head + Pressure Head
= Total Dynamic Head „
30 —0
SWIMOUTS PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(NO SCALE)
(NO SCALE)
18 COPPER
TO GRID CUSTOM MOLDED PRODUCTS INC.
HYDRO —STATIC RELIEF SI NxE CHANNEL DUAL aunEr CMP 25506-32X VGB SCANNEL
DEVICECOMPLIANT 32" CHANNEL DRAIN BY
AREAS INSTALLED IN PER FRC4501.6.8 St. Lucie Count:
AREAS THAT EXCEED SIT t' HORIZONTAL INSTALL
WATER TABLE IN SHEL FLORIDARIIBU WITH ________________
2017 LDA 1AIXDING WOE -----------------------------
LISTED TO ASME1N SI A112.198
EACHLNTo
LXen
INSTALL
_ -32' CTMNEL DRAIN AND SUMP
25506-320-000VERTICAL
•THREE 2" SOCKET x 2.5' SPIGOT PORTS
*DEBRIS GUARD INCLUDED
2.5"
PoolBond PB-2008
Install in Plumbing T at least 3" Below
*38.79in? OPEN AREA
*WAPO LISTED FLOW RATES
Water level in Return Piping.lnstall
*COVIIt GOES OVER �Y�CTOBOOD
DY FINISHED LOOK TO PU
MAIN DRAI
in sprinkler box for easy access
The maximum flow rating for this suction fitting 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)
POOL DETAIL
(NO SCALE)
WATER BOND DETAILS FOR
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 20D GPM (Floor) and 168 GPM
(wan) when using 15' plumbing and 184 (PM (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
OLIO'
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'
NICHLESS LIGHT SYSTEM
OUTSIDE ANGLE OF REPOSE
AND FURTHER - C THU WAM W//3 REBAR 012' O.C. EACH WAY
Pool PATIO
3' TO C - 6• THU WALLS W/13 REBAR 012. O.C. EACH WAY
' : :.�;:�`
WATER LEVEL*r-... ' 'i''-''
Determine System Flow Rate: Minimum Flow Rote Required: 35 gpm per skimmer
EACH o' TO Y - 8' THa WALLS W//3 REBAR 012. O,C. WAY
ki * :r) ^- ":'" -
1. Calculate Pool Volume: XXX f� XXX x 7.46(gol/Ft) = XXX gal
(Surface Area) (Average Depth) (Volume in gallons)
9 ft.
2. Determine Flow Rate: XXX gal XXX = XXX + XXX - XXX
12 VAC FROM
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
s ft
? POWER SUPPLY
Determine Pipe Sizes:
Trunk Piping to be 25 inch to keep velocity 0 8 fps max. at 117 gpm Maximum System Flow Rate.
UNDERWATER
Return Piping to be 2.5 inch to keep velocity 0 8 fps max. at 117 gpm Maximum System Flow Rate.
LIGHT I' PVC
Main Drain Cover( SEE ABOVE ) System Flow Rate must not exceed approved cover flow rate.
a ¢ ¢
Y
CONDUIT
(Make and Model) See Engineering Page for Drain Configuration
POOL FINISH .
SCHEDULE 40 PVC SLLLVE
��
• �, No BONDING
EXCAVATION KID THE ANGLE OF REPOSE IS ALLOWABLE
'
,': '" Q QUIRREEDNO
Pump Model PENTAIR SUPERFLO VS H.P. 1.5
VV�' • SHORNG IS INSTALLED AT EXCAVATION AND SHORING SHOULD
SUFFICIENT TO SECURE SOILS FROM EROSION OR SEDLEMF.NT
Total H.P.= NP.x service tailor. l Np. a more must be 2 speed a variable speed
IF ANY
' �
NICHLESS UNDERWATER LIGHT DETAIL
Make PENTAIR C&C SIB 100
TEST MA
PRIOR TO THE POURING OF THE PATIO
few ran. am based an 6hr. benwva fewrahi pod get 1380 min. = Flow Elate
(Fan SCALE)
Div& G.P.M. by Cabidge = 375 or Sand =15 a D.E. = 2
riimeController make ON PUMP Mom — — — — — —
REVIEW
Controls must operate a mmimum of two speeds.
D FOR
The ovwide'sratoexceeomraffda24hswNdsvaisim
MISC. NOTES
CODE CON
PLIANCE
i_ AL STEPS AND SwIMDOT EDGES
WILL HAVE 2x6 CAPTIE BORDER OF OPPOSITE
ST. LUCIE
OUNTY �NvP�ppl.I. Rq0'�''.
COLOR OF GO„g�H FOR w gy
N�. �CEN
2. IM TO BE I ORE wxFRE
BO
��+a
�'0
RAMOHOID
FOOT.
DECK RPISED +6' ABWE P00.
M.ItANDACF,,9,1,bA,ISERS, P.E.
to" MIN .
_ IACCnse *6012
_ No, 68211OIHaxelyood6Tive
Q7
*
^.
R Pierce, 3¢982
DESIGNED FOR: %'� '• * 072A*16s4
BTATE :
• � STEP
"'�ss' 50"0
DEFAIIN
HORIZON POOLS
I. TREAD K MN OF 10• WIDE
2. RISER NOT GREATER THAN 12' EXCEPT IF
r r 444Lk IC NOT INCLUDED***
MORE TREADS ARE USED
MUNYAN RESIDENCE
STEPS
3. ALL STEPS TO SOLID GUNBE 311W P.S.I.
BE
PRFJ'AMBY:
5421 STATELY OAKS ST STEVE HORST
STEPS
<ND sca
DRAFTING &
FT PIERCE, FL
X
DESIGN SERVICES
(772)201.7846 horststeve@yaboo.Dom
mki�t PENTAIR
TDH CALCULATO
Pool Information HORIZON-MUNYAN-
IGH SPEED
Flow Rate: 90 GPM
Total Piping Lengths:
Suction Lift: 2 Ft
Inlet Side: 100 Ft
Discharge Side: 82 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
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 9Gal/Min:
(not incuding fittings or valves)
Inlet Piping: 5.09 Ft
Discharge Piping: 4.17 Ft
For advanced pools that contain multiple sucti
ns, this program may be
inaccurate. Consult a hydraulics engineer. Thi
program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flow Rate: 90.00 Gal/Min
Branch Piping: 3.0 In
Your Head Loss: 31.75 Ft
Inlet Piping: 2.5 In
Maximum Flow Rate
Discharge Piping: 2.5 In
at Maximum RPM: 90.00 Gal/Min
Ensure the drain cover max flow rating is not
"COOded.
Head Lose at
Maximum Flow Rate: 31.75 Ft
System Head Press
re Curve
60
50
40
g1
0
S 30
20
10 y 1 SuPerFlo VS - 3450 rpm
-�, Clean System
Desired Operation Point
g
O 25 50 _ _ 75 _ _ _ _. 100 125
Selected Components
Components
N.a loss N
Mam. a.ft "Ad GOMM
MMllchiw ic-N 1 221
2"a 2,e13 wry Valve 2 102
Mein hah 1 1Ai
a.. W Clee 1 526
Piping
Name INN a.Ahaw Ned LwaM
Qumtlly O.A.My MIASQaVIG
»at'nr uyh 0 1a DiG
Pumps
Nam. Quanay
S-Win VS 1
M Pemn'r hadema/ks ana 10 as WnA4OyPaM¢I/,W MWWFb As
av rspaMred h.tlemarks »da4a'YmnAs bPennVr N'apr Po and Sp
mnNaa. Unlusa a:p/saarynNua. /lain.. ndn-.Ma Wtl .IlldPMNn
.dn snk-.N/a6n Ina .wnen a/ Meas Nnxi nna be Ms End PanIBI/
not0 Aa.nepvinMlntlemv.larkan IhiNpa t.u. aeaaue we eu
ri2nik nMrpa swWrwMaN wtiM1.ulwbrnaw, Pmbvisan avast open
10,, MAWri.uMe Sun To And EwSeM-
Jhn'npmHaMtlsI dSmks mNvdM
rw Inc.
W In. loss. n A mN A (.maroNeen MNneMn
b2nat maybe lne
y aurp/adwre and sarvku, PoMflh reserves (M
• PENTAIR
TDH CALCULATOR
Pool Information HORIZON-MUNYAN-LOW SPEED
Pool Volume: 13600 Gal
Total Piping Lengths:
Turn Over Time: 6.25 Him
Inlet Side: 100 Ft
Suction Litt: 2 Ft
Discharge Side: 82 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
Inlet Piping: 2.062 In
Branch Piping: 6 FVSec
Discharge Piping: 2.445 In
Inlet Piping: 8 FVSec
Discharge Piping: 8 FVSec
Piping Head Loss at 36.27 Gal/Min:
(not incudin9 fittings or valves)
Inlet Piping: 2.22 Ft
Discharge Piping: 0.78 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult 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: 36.27 Gel/Min
Branch Piping: 1.5 In
Your Head Loss: 8.92 Ft
Inlet Piping: 1.5 In
Maxirl'lum Flow Rate
Discharge Piping: 1.5 in
at Maximum RPM: 85.35 Gal/Min
Ensure the drain cover max flow rating Is not
exceadeet.
Head Loss at
Maximum Flow Rate: 37.45 Ft
System Head Pressure
Curve
15.0
12 5
ir
�r
a 7.5
i+
2
5.0
2.5
oc
0 10 20 30 40
Volumetric Flow Rate (GPM)
SuperFlo VS - 1600 rpm
Clean System
Oasrred Oparatlon Point
Selected Components
Components
N.N.ad L.aa N
1W11 OuaMBy 36.37 D050
mlA 2.5"3 MVA0 20 1 0211
YY2.5"M calve 2 D21
%c1s Ddd 1 076
CNvr W CIW I Ol6
Piping
INat DM.Nr9e INad L..aatl
Name Wantlry QMMMy 3r.2)QaYM,
Wde6reeeMM' 6 14 1.12
TeaTh-Gh 0 3 0.14
Pumps
Name Q..My
UwFIa V6 I
dl Ponfair lrsdemarhs anakpas araounea OyiYMeir, Irro.IM&YFIo9. Ine1FC[mm$ EasyiauGN Inleer r.utlW SunWr4r8 ana Ew Se/eG"'
Ye redsNrM hademaMs aWneaa¢nwrka dPeNev Nbhr Poa'aM Spa, InC andbM eMIW¢aconWnbam Ilre Un'bd Slues mNer.Mar
wWAiAIMk AMfiMddnAN. na anaberAdWWdp%M1ea(helnwybrPWanda IndT.lanssS3nd ✓andsandAffi6 w
elllOr6NMnfE¢Mreen Memymrsor Nevnflnxa antl wands ana PankNWalerPMl and Sp, IIM iM1ose mamas anabrandsmayde (ne
haaenr M n,A praMlW fnnA ah/ka'.'. MIM p.rtMs. Bewun we en w,..ueyimpnWp.urprotluMa eM aervlwa. PenlMnenrvu IM
light b Merrps .panrynpmN wNM1aulgrormow PaMhnen arluel appMunilY ampbyer
9 l� 161 ba
a
all
l1!
REVIEWED FO#-:
CODE COMPLIAN(`
ST. LUCIE COUty''
BOCC
DESIGNED FOR:
HORIZON POOLS
MUNYAN RESIDENCE
5421 STATELY OAKS ST
FT PIERCE, FL
SCANNED
BY
At lude County
0P ROpG�
i
RAND I
r PE 68212LU
1801x
Pidredf
p STATE OF
OR /
I I I I"llnECTRIC NOT TNCI
PREPARED BY:
STEVE HORST
DRAFTING &
DESIGN SERVICES
UN 0 5 2019
3