HomeMy WebLinkAboutPLANSAC;H fS
F
FILE COPY
EXISTING 61'x3O'
CONCRETE SLAB
FILE Copy
ST. Lucl COUNTY.B& .
f�BPNECESSARY IN ORDER TO
CO�APLY VATH ALL APPUCABLE CODES.
18"� 12' 1 2�1
EDGE
TILE
FLORIDA GEM
3'6 EDGE
5'0" INTERIOR
DEEP TILE
DEEP 3'6"
�0
DEEP
X—E .1
COLOR Lr)
15'x3l'6" 1)
LED LITE
POOL i EDGE
31 '-6"
100 AMP
R
FPL POWER
POLE N.T.S.
POOL SPECIFICATIONS
MAX. WIDTH 15' MAX.LENGTH 31'6"
PERIMETER 93' AREA �72 sq.ft.
MIN. DEPTH 3'6" MAX DEPTH 5'0"
ACCESS N/A ELEV. TOB T.B.D.
EXCAVATIED DIRT USE TO BUILD BERM
RAISED BEAM N/A
TILE 6x6 STEP EDGE 2x6
COPI�G EDGE OVERPOUR
INTERIOR FINISH GEM COAT
SWIMOUT (1)5'&(1)15' 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 (I)TILED
CHLORINATOR INTELLICHLOR 30 SALT
FILL LINE N/A OVERFLOW N/A
WATERFEATURE N/A
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 & WALKWAY SPRAY DECK SQFT ±388
TERMITE YES DONE BY BUGUAN
EXISTING PATIO NO SQFT +
DECK DRAIN N/A PLANTERS NO
APPROX. GALLONS 15,000 G.P.M.
TURNOVER —HR. MIN.
SCREEN ENCLOSURE NO FOOTERS NO
CHILDBARRIER CHILDSAFETY FENCE
dbWEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILfrY OF THE
CON'IMCTOR OR RECORD
FE9 2 0 2019
ST. Lucie CountY, PermitbIg SCANN
BY
HORIZON POOLS
SOUTHARD RESIDENCE
1114 PERCIVAL ST
S14K] 4
FL
gve
FtPien*FL34982
OE� I 's 29"9
R
OP�N
**;Af6?41tlkCM`1k'LVDED***
FB( Compliance NEC 2017 Compliance
PREPARED BY: SHEET:
STEVE HORST
DRAffING & DESIGN SERVICES
(772)201.7846 horst.steve@yahoo.com
4:
0
11
0
NM REMOVE GRATE Sc
Y4" PER FT. MIN SLOPE
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUX. PUMP
LINE WHEN EMPTYING POOL
MIRPOUR OR CAP TILE
WHERE APPLICABLE
'P
www.horizonpools.net
-wade M. Clarke
ce; Tsed (3, In -eci
-Pool
construction complies
FBC 2017, ANSI-7, ANSI-15
GRATE SHALL
BE SECURED IN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
6%6" TILE
INTERIOR
FINISH
4" SLAB
2500 FIBER MIX
4�" TYP. WALL-3,000 PSI GUNITE
STEEL—TEX FORM
I
Lic# RP-0067256
-with
-Water Velocity -Max 8ft/sec as per FBQ 2017-R4501.6.3
-Pool Barrier to comply with Section R4501.17-6th edition FBC
-Skimmers comply with FBC 2017-R4501.21.2
-Sod
bearing Capacity assumed 2,000psi @9 % compactio
TRENCH DRAIN
TREADED
6 TYP FLOOR
3,000 PS1
GUNITE
OR KRAFT WALL
#3 @ 12" O.C.B.W.
NOTE: FOR DEPTIiS
GREATER THAN 6' ADD
rizon
POOLS,
114Cw
-Equipment Foundation 3'x7' conc. slab min 3.5" thick pour i
place or approved Hurriccne Rated precast equipment pad
'j
NEW CONSTRUCTION
& REMODELS
PLUG A it (1)#3 COVE BAR 06' O.C.
GRAVEL BE
ef'j
TO PUMP
TYP. WALL SECTION &
I— .. 11
WELL POINT
Email: horizonpoolsf§watt.net
Office� 772.405.1130
WHEN PROVIIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED 0
EILTER PUMP FOR FINAL INSPECTION
9
10
N
Vacuum (In Hg) X 1.13
Feet Of Head
HYDRO —STATIC RELIEF
DEVICE INSTALLED I
AREAS THAT EXCEED 1
WATER TABLE IN SHELL
MAIN DRAI
POOL DETAIL
(NO SCALE)
I?
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total D�namic Hea
#8 COPPER
TO GRID
HORIZONTAL INSTALL
#8 COPP
TO 4R�F5
VERTICAL INSTALL
PoolBond PB-2008
Install in Plumbing T at least 3" Below
Water level in Return Poing,Install
in sprinkler box for easy access
WATER BOND DETAILS FOR
NICHLESS 1JGHT SYSTEM
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER — 4" THICK WALLS W/#3 REBAR 012' Oc, EACH WAY
3' TO 6' — 6" THICK WALLS W/J3 REBAR 012" D.C. EACH WAY
0' TO 3' — 8" THICK WALLS W/#3 REBAR 012' O,C. EACH WAY
J" J, i�o�
MISC. NOTES
I� ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2, HANDHOLD TO HE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
c
EXCAVATION INTO THE ANGLE OF REPOSE 15 ALLOWABLE PROADED:
SHORING iS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
* NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
* COMPACTION TEST OF THE BACIGRLLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
10* MIN
77
STEPS
(NO SCALE)
SHP DETAIL
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
UNDERWATER
LIGHT :M
%
POOL PATIO
12 VAC FROM
POWER SUPPLY
l' PVC
CONDUIT
.......... _2
SCHEDULE 40 PVC SLEEVE
NO BONDING
OR GROUND
RE
QUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
DECK __\ 1 ROW OF WATERLINE TILE
' HAIR & 3-6 re_'_�o " WATERLJNE
MINER MAX 6" THICK
7
#3 STEEL 0 12� O/C E.W.
BHE SLOPE OF THE FLOOR FRO FLOOR SLOPES
ME SHALOW END WALI FI MR SIOPE SHN I BE
TOWARDS THE DEEP AREA SHAI
IQI EtGEED 1 FOOT IN 7 FO REASONAULY UNIFORM AND
-LU
---- - - F3 '-- 67" THRU 56
r,-- ,'�? ck�_
0001- C;�k
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC
SINGLE CHANNEL DUAL QUILE1 CMP 25506-32X VGB
PER FRC4501.6, COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WIT
2017 FLORIDA BUILDNG CODE
USTED TO ASMEANSI A112.19.
32" CHANNEL DRAIN -AND SUMP
25506-320-000
*THREE 2" SOCKET x 2.5" SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
III LISTED FLOW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO RUM
The maximum flow 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 2GO GPM (floor) and 168 GPM
(wall) when using 2.5" plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing.
mm���
41M
A,3 1
TYPICAL SECTION THRU POOL
(NO SCALE)
Pipe Size
6 fps
Elf PS
11
16
gpm
0,14'
21
gpin
0.23'
LT
37
gpm
0.08'
5 2==qan==O..
14'
2#
62
qpm
0.06'
C82
gpm
0.10D
2,5'
88
gpm
0.05'
117
9pm
0. 0 9'
3 #
136
gpm
0.04'
181
9pm
0.07'
4#
234
gpm
0.03'
313
gpm
0,05'
6'
534
gpm
0.02'
1 712
gpm
0.03'
WALU
5861.1.
HE
SMEE
GREATE
THAN 11
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Poo; Volume; --- �Lx --- ft__LX�_x 7,48(gal/Ft) = UX-gol
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: gal / --- LXX --- =-- X��_+_LXX_= ---- XXX
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be-2-inch to keep velocity @ 8 fps max. at8_Z__gJpm Maximum System Flow Rate.
Return Piping to be--L—inch to keep velocity 0 8 fps max. at__L2__gpm Maximum System Flow Rate,
Main Drain Cover( ------ SHAME ------ ) 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 service factor, I H.fx or more must be 2 speed orvarlable speed
Filter Make PENTAIR C&C Size 100
Filter min. am based on Ehr. turnover flow rate pool gal. / 360 min. = Flow Rate
Divide G,P,M. by Cartridge = .375 or Sand = 15 or D.E. = 2
Time Controller make ON PUMP Model - - - - - -
Controls must operate a minimum of two speeds.
The Kligher speed ovendde Is not to exceed one normal cycle or 24 hrs, whichever is Jess
HORIZON POOLS
SOUTHARD RESIDENCE
1114 PERCIVAL ST
ST LUCIE COUNTY, FL
Pfic66261161212
1801 Ha0wood Drive
Ft Pierce, FL 34982
Ft' 3 2919
STMOD934
PREPARED By:
STEVE HORST
DRAFTING &
DESIGN SERVICES
4�
n'�, P E N YA I R
TDH CALCULATOR
Pool information HOPMON-SOUTHARD-HIGH SPEED
Flow Rate, 75.55 GPM Total Piping Lengths:
Suction Lift 2 Ft Inlet Side: 48 Ft
Discharge Side: 76 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
'."' I ... I do) Inlet Piping: 2.052 In
Branch Piping: 8 Ft/Sec Discharge Piping: 2.052 in
Inlet Piping: 8 Ft/Sec Piping Head Loss at 75.66 GaIlMin:
Discharge Piping: 8 Ft/Seo (.t n.ud,nrj turn,. or Val ... )
Inlet Piping: 4.14 Ft
Discharge Piping: 6.55 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics erighleer, This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pip. Si...
Flow Rate- 75.55 Gal/Min Branch Piping: 2.5 In
Your Head Loss; 46.27 Ft Inlet Piping: 2,0 In
Maximum Flow Rate Discharge Piping: 2.0 In
at Maximum RPM: 7S.SS Gal/Mi.
E .. re the drain cover max flow rating Is not
.cesid.d.
Head Lose at
Maximum Flow Rate: 4&27 Ft
System Head Pressure Curve
60
40
20
�.p.,Fio VS 3450 rpm
S'stom
Desired Operation Point
0
0 25 so 75 100
Volumetr,c Flow Rate (GPM)
Selected Components
Components
14'41-,um
No.. 75154.1"Iti
nWINGHs I.. I I'm
2'"4-3�.. 2 W
Wil Nio' 1 �12
Unnora C., 1 366
112 ti$ Rie. 4 1180
Piping
inar 0.0= H.d�...
Nna �siflv eu. 76.660.10Mn
13 35
r Goo
Ti. 10
Pumps
fe.. ou"a,
.1 . osat� asll.oe 1.alf.A E.
TDH CALCULATOR
Pool Information HORtZON-SOUTHARD-LOW SPEED
Pool Volume: 15000 Gal
Total Piping Lengths:
Turn Over Time: 7.75 Him
Inlet Side: 48 Ft
Suction Lift- 2 Ft
Discharge Side: 76 Ft
maximum Pip* Velocity Allowed:
Piping Sizes:
(consult y*,,r I.o.1 code)
Inlet Piping: 2.052 In
Branch Piping: 6 Ft/seo
Discharge Piping: 2.052 In
Inlet Piping: 8 Ft/Sec
Piping Head Loss at 32.26 Gal/Min:
Discharge Piping: 8 Ft/Sec
(not mouding fittings or valves)
Inlet Piping: 0.86 Ft
Discharge Piping: 1.36 Ft
For adtiOnCed POO/S that COntain Multiple Suction$,
this program may be
Inaccurate. Consult a hydraulics engineer.
This prograrm is for single pump
sytems with a single body OF water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flow Rate: 32.26 Gal/Min
Branch Piping: 15 In
Your Head Loss: 10�53 Ft
Inlet Piping: 1.5 In
maximum Flow Rate
Discharge Piping 1 5 In
at Maximum RPMt 76.66 Galimin
Ensure the drain cover max Flow rating Is not
"coddled.
Head Los. at
Maximum Flow Rate 46.27 Ft
20
15
9
System Head Pressure Curve
S�,,srFlr, VS - 1600 rpm
U�s. system
D..h.di Operation P.Mt
0 10 20 30 40
Volumetric Flovv Rate fGPM)
Selected Components
Components
Hiod �*� it
te. eons, Mis.uari
aestsIdGa I N
2"K2W3�Yatw 2 0 a
M,s emin 1 0 a
r�—nddff i 0 ar
ROW") 270
Piping hl. Eitwitu, ..dL...
JlJo.. Watt, Goo0v �21..711W
6 13 ie
0 t.
To 3 021
Pumps
Nsa aa.�"
Alfv.I.. �v aisa ry Ps.ior. . ktaRts .#,C.�, eal.. WaIT-os ��l E.
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