HomeMy WebLinkAboutPOOL PLANSPOOL SPECIFICATIONS
FILE COPY
2"-RETURNS
2"-M.D.
28'-0" N.T.S.
RAISED 2"-S.D.
AREA
------
2"- S.D_
w
w �
rc
EDGE
5' SWIM TILE
FA (' OUT
F '
CID
o I
co 5'-0" i ; LED LITE 5'6"
DEEP
— — — — — — — o
I
Q
39'-0"
8"x14" FOOTER WITH SCREEN
+6" yi
12°
SHEER
DESCENTS FLORIDA GEM
vINTERIOR
14'x28'
Pool,
2" DECK DRAIN
SPRAY DECK HERE
AND WALLS
EDGE
TILE
Q
i
_ 2_VAG 2__ S-K,l
0
I
Ad0D A IId
SPRAY
DECK
3' 6"
DEEP
IM
5'XIO' UMBRELLA
SUN SLEEVE
SHELF
— — — — — — —
TL
CHILD
BARRIER M
0'18"
EXISTING
PATIO
SPRAY
DECK
18"
18"
"01- 0.0•
6'-0"
18" 1 18"
MAX. WIDTH 14' MAX. LENGTH 28'
PERIMETER 74' AREA 243 sq.ft.
MIN. DEPTH 3'6" MAX DEPTH 5'6"
ACCESS LEFT ELEV. TOB T.B.D.
EXCAVATIED DIRT SPREAD
SCANNED
RAISED BEAM N/A
13Y
StLuve County
TILE 6x6 STEP EDGE 2x6
COPINGEDGE 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
SKIMMER (1)TILED
CHLORINATOR INTELLICHLOR IC-30
FILL LINE N/A OVERFLOW N/A
WATERFEATURE (2)12" SHEER DESCENT
LIGHTS POOL (2) LED GLOBRITE
ELECTRIC BY HORIZON
TRANSFORMER YES J. BOX YES
HEATER NO SIZE N/A
GAS TYPE NBA TANK N/A
HOOKUP BY N/A
PATIO CONC. &SPRAY DECK SQ FT ±930
TERMITE YES DONE BY BUGMAN
EXISTING PATIO YES SQ FT ±290
DECK DRAIN 39' PLANTERS NO
APPROX. GALLONS 8,160 G.P.M. --
TURNOVER HR. MIN.
SCREEN ENCLOSURE YES FOOTERS YES
CHILD BARRIER CHID BARRIER FENCE/
SCREEN ENCLOSURE
I LE COPY
M o
m m M
0 I1 I
o �
® 2
cm <
a M
d
SCANNED
BY
St Lucie County
I
HORIZON POOLS
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
CRAIG RESIDENCE
OONCEALED FASTENERS OR ATTACHMENT
ARE THE RESPONSIBILITY OF THE MAY BE NECESSARY IN ORDER TO
CC IPLY WITH ALL APPLICABLE CODES.
2300 GRAND OAK AVE
w
CONTRACTOR OR RECORD
EXISTING Al
FT PIERCE, FL
Cl-
PATIO ON •• `, ...,.;...
O
POOL DECK
STEM WALL •..
ENGINEER: GREGORY ARIAS
PROFESSIONAL
PROFESSIONAL ENGW R PE-73071
"
a; ...'.� •
02993ou he Ivd 82
N..�
EXISTING
p41
erz(µ� W (Z-a��
(1) EACH #5 HORIZONTAL
L11421
Roy _ 879-0541 33421
K:
RESIDENCE
C/)
(3) EACH #5 HORIZONTAL -EPDXY SET
W
ST. LUCIE COUNTY BUILDING DI ON
6` EMBEDMENT-2 ROWS
-
ELECTRIC NOT -INCLUDED +++
U
REVIEWED FOR COMPLIANCE.
REVIE E Y
DATE
SCALE - 3 /4" =1'
FBC 2017 Compliance NEC 2017 Compliance
PLANS AND P RMIT MUST BE KEPT, JOB
PREPAREDBY: SHEET:
SITE OR NO INSPECTION(S) WILL E MADE
SIEVE HORST 1
DRAFTING & DESIGN SERVICES
(772)201.7846 horststeve@yahoo.com 4
—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 D95% compaction
—Equipment
Foundation
3'x7'
conc. slab min 3.5" thick pour in
place
or approved Hurricane
Rated precast equipment pads
a•
(1) #5 REBAR
a
FOOTER DETAIL
(NO ALE)
14f1
16691
FOOTER DETAIL
(NO SEA -LE)
tlDTE: REMOVE ORATE &
Y4" PER FLU MN_ SLOPE ' DECK 1 ROW OF WATERUNE TILE
WELL POINT PLUATTACH
FROM AWN ahPPWR OR CAP TaE
WHEN PROVIDE IXWN & A ACH AUX. PUMP wH AeE ti, Hy
PRESSURE GAUGES INSTALLED ON LINE WHEN EIII POOL v CHLORINATOR WATERLINE
SHALL BE AT 20" MAX FILTER PUMP FOR FINAL INSPECTION ' ` """ '
BELOW TH s"xs' TIE POMP W/ HAIR & TT,77::
MAX 5'_8" ucnr WI
WATERLINE GRATE SHALL 4' SLAB UNT STRAINER
BE SECURED IN INTERIOR 2500 FIBER MIX gV06 N EEL0 12" 0/C E.W. SLOEE
GR
PLACE SO FINISH 41�' TYP. WALL-3,000 PSI GUNITE 6 THICK THANTE1
�.
y
-_THAT TOOLS FLOOR SLOPARE REQUIREDFLUOR SLOPE SHAU FOR REMOVAL STEEL-TEX FORM 6a RIASONABLY WITH
uAIM AND
OR KRAFT WALL )MI' ctvmY wax NFORM ND
N 6' TYP. FLOOR II1111_5.67
Vacuum (In Hg) X 1,13 Pressure (PSI) X 2.31 3,000 PSI #3 0 12' O.C.B.W. THE
SLoff OF 24 I MR Faou
Feet Of Head Feet Of Head TRENCH DRAIN GUNITE NOTE: FOR DEPTHS TOWARDS TH aDEEPALL AREA SHNUL
,) i; . GREATER THAN 6' ADD vWL raw LW HOT EXCEED 1 Fom IN ] mor
TREADED .. (1)#3 COVE BAR 06' O.C. }xS2 C1.
PLUG *''•, �NEL�MaN 8'-0" I8'-0" 4'-0"
Vacuum Head + Pressure Head
Total Dynamic Head GRAVEL BE TO PUMP - 30'-011
SWIMOUTS TYP. WALL SECTION & WELL POINT PIPING SCHEMATIC TYPICAL SECTION THRU POOL
( ( AL) (ND SCALE)
MAIN DRAIN
POOL DETAIL
(NO SCALE)
#8 COPPER
TO GRID
HORIZONTAL INSTALL
I _P#8 COPPER
10
GRID
VERTICAL INSTALL
PoolBond PB-2008
Install in Plumbing T at least 3" Below
Water level in Return Piping.lnstoll
in sprinkler box for easy access
WATER BOND DETAILS FOR
OUST 1p.E ANGLE OF REPOSE
6' AND FURTHER - 4' THICK WALLS W/#3 REBAR 012' O.C. EACH WAY
3' TO V - 6' THICK WALLS W/#3 REBAR 0127 O.C. EACH WAY
0' TO 3' - 8' THICK WALLS W/#3 REM 012' O.C. EACH WAY
3
�
3
`o 1
aO
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
" SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
UNDERMININGURS OBACKFILILED NEER ANY DOES
MATERIAL AREAPPROVEDF
" COMPPROVIDED
ACRON TEST OFC THE
PRIOR r0 THE POURING OF THE PATIO
�6011&1
1. ALL STEPS AND SMMOUT BENCH EDGES
WILL HAVE 2x6 CAP11LE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6' ABOVE POOL
STEPS
(NO SCALE)
STEP DETAILS
1. TREAD is MIN OF 10" WIDE.
2. RISER NOT GREATER THAN 12' EXCEPT IF
MORE THAN (3) TREADS ARE USED
3. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I.
WATER LEVEL
POOL PATIO
III
UNDERWATER
LIGHT
NICHE ENCASED
IN GUNITE
POOL FINISH
FROM
POWER
SUPPLY
1" LIGHT
CONDUIT
LIGHT NICHE
APPROVED
GROUND CLAMP
UNDERWATER LIGHT DETAIL
(Nu SCALE)
(1J5 REBAR POOLPERIMETER
OR (2) #3 REBAR
RAISED AREA ELEV. & GRADE
(Nu SCALE)
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL,
RAILS & EQUIPMENT
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUu OLmn CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLAINT
2017 FLORIDA BUILDING CODE
LISTED TO a—„Z A MF/ANN A712.19.9
32" CHANNEL DRAIN AND SUMP
25506-320-000
-THREE 2' SOCKET x 2.5' SPIGOT PORTS
'DEBRIS GUARD INCLUDED
a38.79in? OPEN AREA
•IAMPO LISTED FLOW RATES
*WHITE PVC BODY
'COVER GOES OVER BODY TO GIVE FINISHED LOOK To PUMP
The maximum Row 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 (floor)
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
(wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (won) when using 2' plumbing.
RETURN TO POOL
THREE—WAY
WATER TT I VALVE
DESCENT
SUCTION FROM POOL
TYPICAL SHEER DESCENT DETAIL
(NO SCALE)
Pipe Size
6 fps
Bfps
1"
16
gpm
OA4'
21
gpm
0.23'
1,5'
37
gpm
0.08'
50
0,14'
2'
62
gpm
0.06'
82
gpm
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"
1 534
gpm
0,02'
1 712
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) = ___XXX
(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_ _inch to keep velocity 0 8 fps max. at 82 -gpm Maximum System Flow Rate.
Return Piping to be-2—inch to keep velocity® 8 fps max. at_ 82_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 Model PENTAIR SUPERFLO VS—H.P. 1.5
Total H.P.=H.P.x seNcelactor. T H.p. or more must be 2 speed orvadable speed
FlRer Make PENTAIR C&C Size 100
Filter min. area based on Orr. Nmoerflow, rate pool gal.1360 min. = Flow Rate
OMde G.P.M. by Candtlge =.375 or Sand =15 or D.E = 2
Time Controller make ON PUMP Model ------
Controls must operate a minimum of two speeds.
mex,,.�.e.e.,�,u..a":n"�"",an.n."mn ono normal curbrcPd hra which rkboa
DESIGNED FOR:
HORIZON POOLS
CRAIG RESIDENCE
2300 GRAND OAK AVE
FT PIERCE, FL
ENGINEER: GREGORY ARIAS
PROFESSIONAL ENGINEER PE-73071
10299.Sapthem Blvd 282
Royal Palm B, 33421
130 _ _ _ 541
'«'EIECTRIC_ NOT JNCLUDED«sw
_PWAREDBY;
STEVE HORST /
DRAM &
DESIGN SERVICES
ICES 4
(771120117946 horststeveRvahnncom
TDH CALCULATOR HORIZON-CRAIG-HIGHSPEED
Pool Information
Flow Rate: 72.43 GPM
Total Piping Lengths:
Suction Lift: 2 Ft
Inlet Sole: 60 Ft
Discharge Side: as Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult Your brel code)
Inlet Piping: 2.052 In
Branch Piping: 6 FVSec
Discharge Piping: 2.052 In
Inlet Piping: 8 FVSec
Discharge Piping: 8 FVSW
Piping Head Loss at 72.43GaVMin:
P
Ind incuding fillings or vaNes)
Inlet Piping: 4.79 Ft
Discharge Piping: 7.67 Ft
Foradvanced 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:
72.43 GOMM
Branch Piping:
2.5 In
Your Head Loos:
43.65 Ft
Idet Piping:
2.0 In
Maximum Flow Rate
Discharge Piping:
2.0 In
at Maximum RPM:
72.43 Gal/Min
Ensure the draln cow max now retire is not
exceeded.
Head Lose at
48.86 Ft
Maximtm Flaw Rate:
60
System Head Pressure Curve
=Fb VS -N50 arm
Cteen System
Derarod Op.dlon Point
0 5 50 75 Im
Volumetric Flow Rate (GPM)
Selected Components
Components
war.
2'x Drain yMve
win Clean one Clan
R
121nm elum
Piping
Name
W dgmm NSwv
T. Throgh
Pumps
lien.
asxnFb US
ell r V IdaM h Wwarka eIWW saw w ownetl fly I
wrapsndeaWlrKMeearr no6 sad d.
cauMriss, Unless aswealy noted. nemse ndb
,,N to dldngs4ox .soar mvftufpdo,.F .
Haedlassat
Qu•olb >2.43aeAs
4 1 L
4 1 to
3.35
s tdm
knot 04ahwae He.d Lm.N
Quanth, Quantity T243Q.0Mm
a 13 9.%
0 4 ow
0 3 ON
Ouan6ty
i
InhaCwnma, EWYTo M bfeaTouoaa{ aunT*.Rend Ear 3eb
Spa. Inc. aMbrQe alMetedmrmnim M fire United 5hbs and wdMr
Nmev M luedin Mu dacun.M wrrof uved buldkela n afilialbn w
Pentair TDH Calculator Pagel of
►® PENTAIR
TDH CALCULATOR HORIZON-CRAIG-LOW SPEED
Pool Information
Pod Volume: 8100 Gal Total Piping Lengths:
Turn Om Time: 4.50 His Inlet Side: 60 Ft
Suction 1-61: 2 Fl Discharge Side: 96 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
(consult your 1.1 code) Inlet Piping: 2.052 In
Branch Piping: 6 FVSec Discharge Piping: 2.052 In
Intel Piping: 6 FVSec
Discharge Piping: 8 FUSac Piping Head Loss at 30.22GaYMin:
(not Incur inp finings or vaNes)
Inlet Piping: 0.95 Ft
Discharge Piping: 1.52 Ft
For advanced pods that contain multiple suctions, ifus 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: 30.22 GaliMin Branch Piping: 1.5 In
Your Head Loos: 10.46 Ft Inlet Piping: 1.5 In
Maximum Flow Hate Discharge Piping: 1.5 In
at Maximum RPM: 72.43 Gal/Min
Ensure the drain crown max flown ti g is not
exceeded.
Head Loss M 48.85 R
Maximum Flow Rate:
System Head Pressure Curve
20
15
Qp£
Is 10 _. .
Y
5
ffigerF YS-1600arm
Chan System
Deahed Operation Polnl
0
0 10 20 0Vdunatnc Flow Rate (GPM)
https://www.peiitairpartners.conVrnarketing/tdh/index.aspx 11/16/201
Selected Components
Components
Heed Loasat
Hone euentitY 3o.Ilaam.
IlssaChbr IC- W 1 0,3
2°e25-3wayvNva 4 O.fi
MNn Drain 1 0,31
Clo.n solos. 1 0.50
121nd1Return 4 2.M
Piping
Inch aNduge wed Carat
war. Quaday Quardly 3o .min
e0 d"-saw a 13 Is
45dsarc.W o 4 0.16
Tea Through 1 3 0.19
Pumps
war. Qmmuy
SuNd9. VH 1
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mvwMe, udese a+Prsaaynsled, nmuemawarNe or MHdpeMes sat maybe Nadln sots awamenran mtueed ro 4MWn n ellyletbn w
.nd4r»mdblweenae aw.re o/tMse nemuaMbrsntle entl Wnah WeerPoolNW Sm.lx. tame mares arNbmMa meYbelM
eetlonerke arepanredfnxmede alfeom mWmdNe Hama» xa w con8+umtlylmpmNrq aw.oaucnem-Meea,W�x nawwe Me
daMWcherlacyKKIENNMYWNh]Ix prklnoNN. PpIbHb MSQYN Op{pHIlnlO'ImybyN.