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POOL SPECIFICATIONS
:L PROPOSED WORK
AY CORRECTIONS
INSPECTORS THAT
IRY IN,ORDE� •TO:
iRPI.ICAD'LI CODES:',
UST BE KEPT ON JOB
LLL BE MA— E.
N
L LJ
U
U
Q
MAX. WIDTH 21'
PERIMETER 82'
MIN. DEPTH 3'6"
ACCESS RIGHT
EXCAVATIED DIRT HAUL
RAISED BEAM N/A
TILE 6x6
COPING EDGE OVERPOUR
INTERIOR FINISH GEM COAT
SWIMOUT 5'
HANDRAII. NO
FILTER PENTAIR C&C
MAX. LENGTH 30'
AREA 414 sq.ft,
MAX DEPTH 5'6"
ELEV. TOB T.B.D.
STEP EDGE 2x6
LADDER N/A
GRAB RAIL NO
TIMECLOCK N/A
PENTAIR SUPERFLO VS
302 CHANNEL DRAIN
MODEL#CMP25506-320
POOL RETURNS 4 VAC, LINE STUBOUT
SKIMMER (1)TII.ED
CHLORINATOR INTELLICHLOR
FILL LINE N/A OVERFLOW N/A
WATERFEATURE (I)LED COLOR BUBBLER
LIGHTS POOL (1) LED COLOR GLOBRITE
ELECTRIC BY HORIZON POOLS
TRANSFORMER YES
J. BOX YES
HEATER NO
SIZE N/A
GAS TYPE N/A
TANK N/A
HOOKUP BY N/A
DELUXE CLEANING KIT YES
PATIO CONC. & SPRAY
SQ FT t1,066
TERMITE YES DONE BY BI MAN
EXISTING PATIO YES-275 SQ FT
DECK DRAIN 55'
PLANTERS NO
APPROX. GALLONS 13,800
G.P.M. --
TURNOVER HR.
MIN.
SCREEN ENCLOSURE NO FOOTERS NO
CHILD BARRIER CHILD BARRIER FENCE
MAY 17 201?
PERMITTING
St. Lucie County, FL
HORIZON POOLS
WHEELER RESIDENCE
5313 STATELY OAKS ST
FT PIERCE, FL
ENGINEER: GREGORY Apwq
PROFESSIONAL ENGINEER PE-73071
12115 56tn Pim N
`,WmtPalm Bead[, FL 334t1
(305479.0541
zz-'
***ELECTRIC NOT INCLUDED***ce
F13C 2014 Compliance NEC 2008 Compliance
PREPARED BY:
STEVE HORST r/3
DRAFTING & DESIGN SERVICES
(772)201.78* horsLsteve@yaboo.com
File Copy
JOB INFORMATION;
HORIZON POOLS
WHEELER RESIDENCE
5313 STATELY OAKS ST
FT PIERCE, FL
ENGAMR: GREGORY ARIAS
PROFESSIONAL ENGAGER PE-73071
12115 56th Place N
West Palm Reach, FL 33411
(305)819-cs4l
A� '):f2—",,
***ELECTRIC NOT INCLUDED***
FBC 2014 Compliance NEC 20 Compliance
PREPARED BY: J1iriN:1;
STEVE HORST 2
DRAFTING & DESIGN SERVICES
(772)281.7846 nersLsteve@yahao.com / 3
—Pool
construction complies
with FBC 2014. ANSI-7. ANSI-15
—Water
Velocity —Max 8ft/sec
as per FBC 2014—R4501
—Pool
Barrier to comma
with
FBC 2014-134501
—Skimmers comply with
FBC
2014—R4501.21.1
— Equipment
Foundation
3'x7'
conc slab min 3 5" thick pour in place
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
IL 'Roar
A
Vacuum (In Hg) X 1.13
Feet Of Head
7I3�Il�9f aLg114119
EIGI�i_[�LIC'.
MNN DRWN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
W AND FURTHER - 4' THICK WALLS W/13 RE64i 012' O.C. EACH WAY
3' TO G' — 5' THICK WALLS W/%3 REEAR 012- O.C. EACH WAY
0' TO 3' — 8' TRACK WALLS W/03 REBAR 012' O.C. EACH WAY
MISC. NOTES
1. ALL STEPS AND SMUT BENCH EDGES
WILL HAVE NIS CAPHLE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISHRUTY
2. FMNDHOLD TO BE INSTALLED ARE WHERE
DECK RAM +6' ABOVE POOL
Pressure (PSI) % 2.31
Feet Of Head
5�
�O
� EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIOm:
SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
Q' SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
* NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY D06
* COMPACTION TEST OF THE a1CKFILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
10" MIN
a�
STEPS
CND SCALE)
STEP DETAIL5
1. TREAD S MW OF 10' WIDE
2. RISER NOT GREATER THAN 12' EXCEPT IF
MORE TIAN (3) TREADS ARE USED
I ALL STEPS TO BE SOLD GUNRE 3000 P.s.l.
Ys' PER SLOPE
19M REMOVE GRATE &
WELL POW PLUG FROM WIN N W V
& A AHx. PUMP F11mNG POOL
UH r2aPAU
pIEWWR ai CAP s
WHERE APUme
6'x6' TILE
GRATE SHALL
,';
4" STAB
BE SECURED IN
INTERIOR
't
2500 FlBER MIX
PLACE SO
FINISH
4)h' TIP. WALL-3•DOD PSI GUNRE
THAT TOOLS
ARE REQUIRED
'�
FOR REMOVAL
STEEL—TEX FORM
OR KRAFT WALL
6" TYP. FLOOR
TRENCH DRAIN
3.000 PSI
!..":
J3 0 12" O.C.B.W.
GUNITE
l+.•
NOTE: FOR DEPTHS
r
GREATER THAN 6' ADD
TREADED
, .. ...., ;•A
(1)j3 COVE BAR 06' O.C.
PLUG
GRAVEL B
—
TO PUMP
TYP. WALL SECTION &
zirreAur—
WELL POINT
POOL PATIO
WATER LEVEL
•t+' PFROM
OWER
:200 SUPPLY
1' LIGHT
CONDUIT
UNDERWATER +I III -1_ LIGHT NICHE
LIGHT �+J �•+�
APPROVED
NICHE ENCASED
IN GUNITE •'• • `*'` �t GROUND DUMP
POOL FINISH
UNDERWATER LIGHT DETAIL
CND SCALE)
CONTINUOUS BOND WIRE
COMMON TO POOL MEE],
RAILS & EQUIPMENT
File Copy
HNR &
,INEA
CVA�
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SNIXE CH WE OLLLL oui CMP 25506-32X VGB
PER FRC4501, COMPLIANT 32' CHANNEL DRAIN
COMP Nr 1072.1 OF THE
_2014 FLORIDA BUILDING CODE
DSTED TO ASMEJANSI A112196""
- 32" CHANNEL DRAIN AND SUMP
25506-320-000
*THREE 2' SOCKET x 2Y SW PORTS
*MRS GUARD INCLUDED
*38.71110 OPEN AREA
OAMPO LISTED FLOW RATES
*WHTTE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
The maximum flow rali g for the suction fitting with the center port plugged and outer ports
OW 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 flaw rating for this auction
fitting with the arts ports plugged and the center port open Is 200 GPM (floor) and 16B GPM
*11) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2' Plumbing.
Wade M. Clarke
NEW CONSTRUCTION & REMODI
xce
maik ort oTT p*ojsCpattjjet Offiec 772AM11
DECK _—� I ROW OF WATERLINE TILE
J' — V " WATERLINE
VEL FLOOR !.� 13 STEEL 0 12' O/C E.W.
FLOOR SLOPES
0.Mt c� Grp, _L E m l
WASOW9LY (INFORM AND
COMPLY wm A ^f ES % LI
1N np a—f g f F THE nmR FRO
THE SYAM END MNLL
TOMIRM NE QQM AREA SM l
NOT EXCM0 I FOOT IN 7 tam
5'-0" Pi —no,
6' THKK
TYPICAL SECTION THRU POOL
(NO SCALE)
Plpe SIz2
6 fps _
Sf.ps_
1'
16
gpm
0,14'
21
gpm
0.23'
1,5'
37
gpm
0.08'
50
.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
glom
0.03'
313
gpm
0.05'
6'
534
gpm
0.02'
1 712
gpm
0.03'
THAN 11
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 _gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: - XXX _ gal / XXX = XXX _+_ XXX XXX _
Determine Pipe. Sizes: (Volume) (Tumover Minutes) (Pool Flow Rate) (Feature Flaw Rate) (System Flow Rate)
Trunk Piping to be 2 inch to keep velocity 0 8 fps max. at_82 _gpm Maximum System Flaw Rate.
Return Piping to be 2 inch to keep velocity 0 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.PxseMce bolor.I H.p. Gramm must bet speed or vedable speed
FNter Meke PENTAIR C&C size 100
Flltar min. ass based an Shr. awnaysrflan role pool gal./SW min. = Flow Rata
DMde G.P.M. by Canddge = .375 or Send =15 a D.E = 2
Time Controller make ON PUMP Model ------
Can00I9 mum operae a minimum of two spe ds.
...The hiahw saved override M not to mooed one normal cads or 24 ham whlohevar is less
DESIGNED POR:
HORIZON POOLS
WHEELER RESIDENCE
5313 STATELY OAKS ST
FT PIERCE, FL
ENGINEER: GREGORY ARIAS
PROFESSIONAL ENGINEER P[3.73071
12115 56h Place N
West Palm Beach, FL 33411
(305)879-0541
z
***ELECTRIC NOT INCLUDED***
PREPAREDIiY: SHEET:
STEVE HORST SERVICES
3 /
DRAFG & F,{
DESIGN SERVICES
(772)201-7W horet•6teve@yshoo.(wm