HomeMy WebLinkAboutPOOL SPECIFICATIONFile Copy
POOL SPECIFICATIONS
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44'-0"
ARE THE RESPONSIBILM OF THE
CONTRACTOR OF RECORD
THESE PL NS Ai�►0 A'-L P 8 0 F 0 S E 0 WOR
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY MELD IIISPECTORS THkT
I4AY BE NECES. ro° I11RDER TO
OMPLY:Ir"JR' i hEL IiO E car",
S i. i_ i t [�l
MPLIANCE
D ATE 2r :
PLANS AND FERN la MAST BE KEPT ON JO.'_,
C?? r INSPECTION WILL IE L�_DE.
MAX. WIDTH 15'
MAX. LENGTH 30'
PERIMETER 90'
AREA 450 sq.ft.
MIN. DEPTH 3'6"
MAX DEPTH 5'6"
ACCESS LEFT
ELEV. TOB T.B.D.
EXCAVATIED DIRT SPREAD
RAISED BEAM N/A
TILE 6x6
STEP EDGE 2x6
COPING EDGE OVERPOUR
INTERIOR FINISH GEM COAT
SWIMOUT (2)5'
LADDER N/A
HANDRAIL YES
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-20
FILL LINE N/A OVERFLOW N/A
WATERFEATURE NO
LIGHTS POOL (2) LED COLOR GLOBRITE
ELECTRIC BY H.O.B.
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 ±650
TERMITE YES DONE BY BUGMAN
EXISTING PATIO NO
DECK DRAIN 69' PLANTERS NO
APPROX. GALLONS 15,140 G.P.M. --
TURNOVER HR. MIN.
SCREEN ENCLOSURE YES FOOTERS YES
CHILD BARRIER SCREEN ENCLOSURE / WINDOW
& DOOR ALARM
AUG 2 8 20V
PERMITTING
St. Lucie County, FL
JOB INFORMATION:
HORIZON POOLS
SIGEL RESIDENCE
11700 APPALOOSA CT
PORT ST LUCIE, FL
ENGINEER: GREGORY ARIAS
PROFESSIONAL ENGINEER PE-73071
_ —12135 56th Place N
West Palm Beach, FL B411
- -(3 179-0541
***EL1:'A',TRtC- NOT: INCLUDED***
FBC 2014 Compliance - - - - - - - - - - NEC 2008 Compliance
PREPARED BY: Nfl 1 1:
STEVE HORST 1
DRAFTING & DESIGN SERVICES
(772)201.7846 horst.steve@yahoo.com 3
File Copy
Pool construction complies with FBC 2014. ANSI-7. ANSI-15
—Water Velocity —Max 8ftf sec as per FBC 2014—R4501
—Pool Barrier to comply with FBC 2014—R4501
—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)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
`uI
O
N
Vacuum (In Hg) X 1.13
Feet Of Head
MAIN DRAIN
?
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
HYDRO -STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4" THICK WALLS W/#3 REBAR 012' O.C. EACH WAY
3' TO 6' - 6" THICK WALLS W/J3 REBAR 012" O.C. EACH WAY
0' TO 3' - 8" THICK WALLS W/13 REBAR 012" O.C. EACH WAY
9 ft.
ft.
CO
00 ,
w
*
i
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6" ABOVE POOL
ft.
��
QO
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
* SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
P�
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
* NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
* COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
10" MIN
4•
04
* i
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.
STEPS
(NO SCALE)
REMOVE GRATE &
N' PER FT. MIN SLOPE
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUX. PUMP
WHEN EMPTYING POOL
OVERPOUR OR CAP 111E
WHERE APPUCA&E �- . y•:
(2) #3 REBAR OR
W1fVV�/.hOCI$Qtl OQlS"net
p/3dS M. ClarkeLINE
s"xs" TILE
(1) #5 REBAR
Licensed & Insured
GRATE SHALL
4" SLAB
Lic# RP-0067256
k" "
BE SECURED IN
INTERIOR
2500 FIBER MIX
PLACE SO
FINISH
4>' TYP. WALL-3,000 PSI GUNITE
THAT TOOLS
ARE REQUIRED
8 "
�-
FOR REMOVAL
"
•
6" TYP. FLOOR ��••� .�
STEEL-TEX FORM
OR KRAFT WALL
TRENCH DRAIN
3 '
. 000 PSI
GUNITE
" C
3® 1 2 O.C.B.W.
NOTE: FOR DEPTHS
rr
8
POOLS,
,NC.TREADED
GREATER THAN 6' ADD
PLUG
C (1)#3 COVE BAR @6
NEW CONSTRUCTION & REMODELS
GRAVEL BE
32 Years Eq)erience Car? tl)e Treasure Coast
TO PUMP
—
TYP. WALL SECTION &
WELL POINT
FOOTER DETAIL
(NO SCALE)
Email: horizonpools�,7a att.net Office: 772.405,1130
NO SCALE)
POOL PATIO
WATER LEVEL �;,: :'; •`'. ;:
FROM
POWER
1" LIGHT SUPPLY
CONDUIT
Id
UNDERWATER LIGHT NICHE
LIGHT
APPROVED
NICHE ENCASED GROUND CLAMP
IN GUNITE R
*; CONTINUOUS BOND 'NIRE
POOL FINISH COMMON TO POOL STEEL,
RAILS & EQUIPMENT
UNDERWATER LIGHT DETAIL
(NO SCALE)
' H&R &
LINER
Y--, %-5'
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB
PER FRC4501.6.s COMPLIANT 32" CHANNEL DRAIN
COMPLIENT W/107,2.1 OF THE
2014 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI A112.19.8
32" CHANNE_ 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 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 200 GPM (floor) and 168 GPM
(wall) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2" plumbing.
CONCRETE PATIO
OD
TREADS SLAP RESISTBE ANT CROSS BRACE N `BOND TO ANCHOR
s"
12"
PAVER PATIO
12"W x 12"D x30"L CONC.
FOOTING WITH (4)#3 BARS
03
#8 GROUND WIRE
BONDING DETAIL for LADDER and/or RAIL
(NO SCALE)
DECK __\ 1 ROW OF WATERLINE TILE
WATERLINE —
MAX 5' — 6" LIGHT
LEVEL FLOOR ��- #3 STEEL ® 12" O/C E.W.
6" THICK
FLOOR SLOPES
FLOOR SLOPE SHALL BE
REASONABLY UNIFORM AND
COMPLY wma ARTICLES 5.6.1
THRU 5.6.3
THE SLOPE OF THE FLOOR FROM
THE SHALOW END WALL
TOWARDS THE DEEP AREA SHALL
NOT EXCEED 1 FOOT IN 7 FOOT
on*n**
l�ry v F
TYPICAL SECTION THRU POOL
(NO SCALE)
Pipe Size
6 fps
8fps
1'
16
gpm
0.14'
21
gpm
0,23'
1.5"
37
gpm
0,08'
50
2"
62
gpm
0.06'
82
gpm
0.10'
2.5"
88
gpr,
0,05'
117
gpr►
0.09'
3w
136
gpm
0,04'
181
gpm
0,07'
4"
1 234
gpm
0,03'
313
gpm
0,05'
6"
534
gpm
0,02'
712
gpm
0.03'
WALLS
NOT
SLOPE
GREATER
AN 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: XXXgal / _`XXX_V 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 @ 8 fps max. at_ 82 _gpm Maximum System Flow Rate.
Return Piping to be - -!--inch _-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 service factor.1 H.p, or more must be 2 speed or variable speed
Filter Make PENTAIR C&C Size 100
Filter min. area based on 6hr. 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 NO* seed override is not to exceed one normal cycle or 24 hrs whichever is less
DESIGNED FOR:
HORIZON POOLS
SIGEL RESIDENCE
11700 APPALOOSA CT
PORT ST LUCIE, FL
ENGINEER: GREUORYARIAS
PROFESSIONAL ENGINT:'ER PE-73071
12i 15 56th Place N
West Palm Beach, FL 334
(305)819-0541
***ELECTRIC NOT11JCLUDED***
PREPARED 9Y: SHEET:
STEVE HORST 2
DRAFTING &
DESIGN SERVICES 3
(772)201.7846 horst.steve@yahoo.com
File Copy
•
a
PENTAIR
TDH CALCULATOR PBG-SIGEL-HIGHSPEED
Pool information
Flow Rate: 75.99 GPM
Total Piping Lengths:
Suction Lift: 2 Ft
Inlet Side: 3D Ft
Discharge Side: 90 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
Inlet Piping: 2.052 In
Branch Piping: 6 Ft/Sec
Discharge Piping: 2.052 In
Inlet Piping: 8 FUSec
piping Head Loss at 75.99Gal/Min:
Discharge Piping: 8 Ft/Sec(not
incuding fittings or valves)
Inlet Piping: 2.62 Ft
Discharge Piping: 7.85 Ft
For advanced 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:
75.99 Gal/Min
Branch Piping: 2.5 In
Your Head Loss:
45.93 Ft
Inlet Piping: 2.0 In
Maximum Flow Rate
Discharge Piping: 2.0 In
at Maximum RPM:
75.99 Gal/Min
Ensure the drain cover max
flow rating is not
exceeded -
Head Loss at
45.92 Ft
Maximum Flow Rate:
System Head Pressure Curve
60
60
x
0
40
d
2
20
v
SuperFlo VS Q345Orpm
Clean SystemDesired Oper
_,� 5C ro Ivy
Volumetric Flow Rate (GPM)
8/16/201
Selected Components
Components
Head Loss at
tJarrle Quantity 75.99GaVMin
IntelliChlor IC - 20 1 1.66
2" x 2.5" 3 way valve 2 1.99
Main Drain 1 1.13
Clean and Clear 1 3.71)
1f2 inch Return 4 1498
Piping
Inlet Discharge Head Loss at
Name Quantity Quantity 75.99GaVMin
90 degree elbow 5 13 8.95
45 degree elbow 0 0 0.00
Tee Through 0 3 1.05
Pumps
Name Quantity
SuperFlo VS I
All Pentair trademarks and logos are owned by Pentair, Inc. IntefliFkrD, IntelliComrra, EasyToucho. IntetiTouchO, SunTouchC, and Em SelectTM
are registered trademarks and/or trademarks of Penlair Water Pool and Spa. Inc. andror its affiliated companies in the United States and/ or other
countries. Unless expressly noted, names and brands of third parties that may be used in this document are Trot used to indicate en of5fiation or
endorsement between rho owners of these names and brands and Pentair Water Pool and Spa, Inc. Those names and brands may be the
trademarks or registered trademarks of those third parties. Because we are continuously improving our products and services, Pentair reserves the
right to change sPe-ificatnns without priornotce. Pont., s an equal oppwl-Y employer
Pentair TDH Calculator Page I of
PENTAIR
TDH CALCULATOR PBG-SIGEL-LOW SPEED
Pool Information
pod Volume: 15140 Gal Total Piping Lengths:
Turn Over Time: 7.75 His Inlet Side: 30 Ft
Suction Lift: 2 Ft Discharge Side: 90 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
(consult your local code) Inlet Piping: 2.052 In
Branch Piping: 6 Ft/Sec Discharge Piping: 2.052 In
Inlet Piping: 9 Ft/Sec Piping Head Loss at 32.56Gal/Min:
Discharge Piping: 8 FUSec ,t incuding fittings or ')
Inlet Pipinj, 0.54 Ft
Discharge Piping: 1.63 Ft
For advanced 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: 32.56 Gal/Min Branch Piping: 1.5 In
Your Head Loss: 10.51 Ft Inlet Piping: 1.5 In
Maximum Flow Rate Discharge Piping: 1.5 In
at Maximum RPM: T5.99 Gal/Min
.Ensure the drain cover max flow rating is not
exceeded.
Head Loss at 45.92 Ft
Maximum Flow Rate:
System Head Pressure Curve
20
15
O
qaD
2
SuperFlo VS - 1600 rpm
Clean System
Desired Operation Point
0 10 20 30 40
Volumetric Flow Rate (GPM)
https://www.pentairpartners.com/marketin tdh/index.as x 8/16/201
Selected Components
Components
Head loss at
Nam Quantity 32.56GaVMin
IntelliChlor IC - 20 1 0.43
2"x2.5'3way, 2 0.13
Main Drain 1 0.34
Clean and Clear 1 0.60
V2 inch Return 4 2.75
Piping
Inlet Discharge Head Loss at
Name Quantity Quantity 32.5&GaVMin
90 degree elbow 5 13 1.36
45 degree elbow 0 0 0.00
Tee Through 0 3 0.22
Pumps
Name Quantity
SuperFlo VS 1
All Pentair trademarks and logos are owned by Pont-, Inc. inteffiFloo, InfelliCommV. EasyTouctll, IMelf7cucM SunTouchg, and Eco SefecfTM
are registered trademarks andror trademarks of Pentair Water Pool and Spa. Inc. and/or its affiliated companies in the United States and/ or other
-rit-s. Unless a*presey noted, names and brands of third parties tfat may be used in this document are not used to indicate an affibation or
endorsement between the owners of these names and brands and Pertair Water Pool and Spa, Inc. Those names and brands may be the
tademarks or registered trademarks of arose thud oart/es. aecause "am continuously improving our products and services, Pentair reserves the
right to owe w spat cah ns wihout pnor not- P-Nuts an equal egonih nity amollpy-
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EQUIPOTENTIAL BONDING DETAIL
ELECTRICAL EQUIPMENT WIRING, GROUNDING AND INSTALLATION POST
CONFORM TO THE2011.N.E.C. AND APPLICABLE LOCAL CODES
PER 1...BOILDING CO.ADAPT[ON
OF THE N.E.C. 2011 SEC. 680.26
30" WIDE R B'8" HIGH a 36" DEPTH CLEAR WORKING SPACE IN
FRONT OF ANY PANEL. BOARD PER 110.26(A), I10.2B(2)
AND 110.26(3) OF THE 2011 NATIONAL ELECTRIC CODE
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N.E.C. 20I1 SEC. 680.22(3)
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ELECTRICAL DETAIL
NOTE: ALL ELECTRICAL WORK SHALL
CONFORM TO N.E.C. 2011 SEC. 680