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PLAN ANSITE OR NOINSPECTION(5) WI P BE MADE
FI LE CO D%v"
Barrier To Be Fence & Alarms
Skimmer
6' Deep
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1\3 V
Pool 14'x29' 5"
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Color Color
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DecoDrain
Residence
Designed For:
A. Hall Residence
O 11710 Orange Ave.
IK�tD I Fort Pierce, FL
Odom Custom Pools, LLC
1056 Old D'Dcie Hwy
Vero Beach, FL 32960
Phone:(772)473-9692
Fax;(772)299-4074
Paver Deck
3.5' Deep
ws -06 a
q, q),,.j;44 M Fe'y?eGe
W I u,vi i 11 Nr» ren f t' ��o - II'3 AtC1f�/
bAyriG!
specifications
Pool:
width: 14' Length: 29' S"
Min Depth: 3.S' Max Depth: 6'
Shape: Free Form Sqf t:331
Perimeter: 79LF Tile 6x6 7BD
Est. Gallons: 10,000 Elevation TBD
Interior Finish: Wet Edge (Standard)
Spa: 8' Round Spa Raised 18" w/7 lets
Equipment
Filter: Tandy CS Series 200cc
Pump: )andy HP Plus V-Speed 3HP
Heat Pump: 3E 137K BTU
Chlorinator: ]andy TruClear Salt
Drain: 32" CMP Channel Drain
Light: Tandy LED Color lights
Automation: Tandy Automation System
Deck: Aprox 1,057 Sq. Ft. Pavers w/ coping
Plumbing
Sldmmer:1 Drain:2
Returns: 6 Vac line: 1
lets: 5
All Dimensions are Approximate
FILE COPY °°N OMB, TO CTOR OR ATTACHMENTS
O DTHIIE NTS
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tMff: REMOVE (RATE w
BRICK
X' PER Fr--- MIN— s��
WELL POINT PLUG FROM MNN
COPING
DRAW h ATMAllX. PUMP
,
LINE WHEN EMP DING POOL
6"x6"TILE :�;r?.: .. ;i "'•.':: .,.;•;.,.,
s .
—Pool construction complies
with FBC 2017, ANSI-7. ANSI-1 5
GRATE SHALL
BE SECURED IN
PLACE SO
INTERIOR
FINISH
BRICK PAVER PATIO
q)¢' TYP. WALL-3,000 PSI GUNITE
ODOM
—Water Velocity —Max 8ft/sec as per F8C 2017—R4501.6.3
—Pool Barrier to comply with
Section R4501.17-6th edition FBC
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
STEEL-TEX FORM
—Skimmers comply with FBC 2017—R4501.21.2
—Soil bearing capacity assumed 2,000psi 095% compaction
TRENCH DRAIN
TREADED
PLUG
6' TYP FLOOR •,
3,000 PSI
GUN
L '
OR KRAFT WALL
13 0 12" O.C.B.W.
NOTE: FOR DEPTHS
GREATER THAN 6' ADD
(1)#3 COVE BAR 06" O.C.
CUSTOM POOLS
LLC
—Equipment Foundation SO' conc. slab min 3.5" thick pour in place
—Water Heating a ui ment to comply with FBC 2017-134501
GRAVEL BE
TO PUMP
-
TYP. WALL
SECTION &
WELL POINT
(NO SCALD
WHEN PROVIDED
SHALL BE AT 20" MAX
LOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
MAIN DRAIN
POOL DETAIL
(NO SCALIT
PRESSURE GAUGES INSTALLED 0
FILTER PUMP FOR FINAL INSPECTION
,
JA
Vacuum (In Hg) X 1.13
Feet Of Head
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4- THICK WALLS W/(!3 REBAR 012" O.C. EACH WAY
Y TO 6' - 6- THICK WALLS W/#3 REBAR 612' O.C. EACH WAY
0' TO 3' - 8' THICK WALLS W//3 REBAR 012" O.C. EACH WAY
MISC. NOTES
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
4HORIZONTAL
8 COPPER
INSTALL
I8 COPPER
TO GRID It
VERTICAL INSTALL
PoolBond PB-2008
Install in Plumbing T at least 3' Below
Water level in Return Piping.lnstall
in sprinkler box for easy access
WATER BOND DETAILS FOR
no
Pr"
�� EXCAVATION INm THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
" aV * SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
F' SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
* NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
* COMPACTION TEST OF THE BACKFILLED MATERLAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
1. ALL STEPS AND SWMOUT BENCH EDGES
MIl HAVE 2x6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HANDHDLD TO BE INSTALLED ARE WHERE
DECK RAISED +6' ABOVE POOL
10' MIN
4.
A,
N 4'
STEPS
(NO SCALE)
STEP DETAILS
1. TREAD IS MIN OF 10" WIDE
2. RISER NOT GREATER THAN 12' EXCEPT IF
MORE THAN (3) IBM ARE USED
3. ALL STEPS TO BE SOLID GUNITE 3GOD P.S.I.
GRATE SHALL —
BE SECURED IN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
TRENCH DRAIN
GRAVEL
TO
WATER LEVEL
UNDERWATER _
LIGHT
POOL FINISH
BRICK COPING
6'x6' TILE —I 66" TILE
SPA BENCH 18`
BELOW WATER LINE :%
\iFLOOR'j'..
r'. 4 • }
PAVER PATIO
411" TYP. WALL-3,000 PSI GUNITE
STEEL-TEX FORM
OR KRAFT WALL
{3 0 12" O.C.B.W.
SPA WALL SECTION
(NO SCALE)
VENT LINE NOT TO BE
FURTHER THAN 40 FT
FROM POOL 25' MAX
TO J - WET LENGTH
►j
DRAIN
SPA DETAIL
(NO SCALE)
POOL PATIO
AIR
12 VAC FROM
POWER SUPPLY
1" PVC
CONDUR
�-- SCHEDULE 40 PVC SLEEVE
NO BONDING
•-'^F': OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
TEED SCALD
HEATER
CHLORINATOR
FILTER
PUMP W/ HAIR A
LINT STRAINER
HEATER
BY-PASS
vx PWL ' . _ SPA pfllwW
WOO- DPo CWN -
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL ounEr CMP 25506-32X VGB
PER FRC4501.8.8 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WTIH
2017 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI A112.19.a
32" CHANNEL DRAIN AND SUMP
25506-320-000
*THREE 2" SOCKET x 2.5" SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
*IAMPO LISTED FLOW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
The maximum flow rating for this suction fitting with the center part 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 fa this auction
fd6ng with the outer ports plugged and the center pat open is 200 GPM (floor) and 168 GPM
(wall) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (walQ when using 2" plumbing.
VSPMM Series Pump Performance G1Arves
)00
90
as
70
3
5
e 60
50
x
E 40
o'
1030
20
10
00
LOW 42
0 40 60 s0
Me. Rate G Hcm Per Minute(GPM)
HIGH §PEED 105 a&
HYDROS 105 gpm
120
40
35
30
25
a
m
ss
10
5
0
140
DECK 1 ROW OF WATERLINE TILE
3r—Brr WATERLINE -
M7 [
�� 1 —FLOOR EVIL
/3 STEEL 0 12' O/C .
LLVEL
FLOOR SLOPES
Plena 20PE SHk 6E
RFASOMBLY UN60RM ANO
COMPLY WITH ARI1CIEs 5.6.RAW 1
6.3 RE SOOK of THE FLOOR FROM
THE SHNOW m w11
TOWMms THE DEEP A SWL
NOT ExCEEO 1 FOOi w ] FOOT
6' THICK
TYPICAL SECTION THRU POOL
(NO SCALD
Pump Model JANDY VS PLUSHP M.P, 2.7
Total H.P =H.P.x service ticks. I N.D. a more must be 2 speed avadablespeed
Filter Make JANDY CART. Size 200
FWer Ten, area based on 6hr, Nm ilow rate paA gal.1360 min. = How Rate
Divide G.P.M. by Ca idge=.375 or Sand =15 a D.E.=2
Time Controller make ON PUMP Model ------
Comms must operate a ninimum at two speeds.
The higher ePeed ovemGe is not to exceed one most cycle 24 ha whichever is less
WALLS
84BiLL'
s14PE
IVAN 111
TWIN •
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume: _-XXX ft XXX x 7,48(gal/Ft) = XXX gel
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: 10,000 gal / 240 = 42 __+ XXX = XXX
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be 25 -inch to keep velocity 0 8 fps max. of 117 gpm Maximum System Flow Rate.
Return Piping to be_ 2.5 inch to keep velocity 0 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
1'
16 gpm
0.14'
23'
1.50
37 gpm
0,08'
14'
2'
62 gpm
0.06'
150pm
10'
2.5'
88 m
O.OS'
.09
3'
136 gpm 0.04'
. 7'
4'
234 gpm
0.03'
313
Gem
0.05'
6'
534 gpm
0.02'
1 712 g m
0.03'
Determine Pipe Sizes: SPA JETS ONLY
Trunk Piping to be 2.5 inch to keep velocity 0 8 fps max. at 117 gpm Maximum System Flow Rate.
Return Piping to be 2.5 inch to keep velocity 0 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 qpm 0.14'
2'
62 gpm 0,06'
82 m 0.10'
2.5'
88 gpm 0.05'
17 m 0,09
3-
136 gpm 0.04'
18 gpm . 7'
4'
234 gpm 0.03'
313 gpm 0.05'
6'
534 gpm 0.02'
712 gpm 0.03'
DESIGNED FOR:
ODOM CUSTOM POOLS
HALL RESIDENCE
11710 ORANGE AVE
FT PIERCE, FL
***ELECTRIC NOT INCLUDED**"
FRBPARFD BY: SIIEET:
STEVE HORSTDRAFTING & 2
DESIGN SERVICES �" Z
(772)201.7846 hontAeve elinexam
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ENGINEER; GREGORY ARIAS
PROFESSIONALENGINEER PE-73071
(D299 Saud-m Blvd 1i282
- Royar?@m Res'
33421
(305 S 541
DESIGNED FOR: C
ODOM CUSTOM POOLS
HALL RESIDENCE *"ELECTRIC NOT 1NCLUDEDaaa
11710 ORANGE AVE PREPARD)BY: SHEET:
FT PIERCE, FL STEVE HORST X
DRAFTING &DESIGN SERVICES
(772)201-7846 horst.steve@yahoo.com
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