HomeMy WebLinkAboutPOOL SPECIFICATIONS,� �
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POOL SPECIFICATIONS
Max Length
Max Depth
Perimeter
Area
Elevation
FIE406C7- Dirt from -Exc.
Returns1
Vac Stub
Cleaner
Other Plumbing
q'Wpqj-FgF-RL.L L_FV Su-85LER,
Fill Line
&10 overflow
Tile
(0 It X 40 Step Tile YE6
Cantilever
M 0 Bullnose YE6
Raisebean(s)
)0 1 4- 1 a
Light
Transformer
Jbox
Timer A)Q
Automatic Controls a 1rATEQ10A1&H_r
Patio Type
*VE AT I IV E
Sq.Ft.
1
i7W,Aawrcolor OLOOM:5 CHOICE
Existing
-Sq. Ft a9s � Fr
Footers
YE3 w/steel #5 NO
Termite Treat
yr- _S
Interior finish
Pump
_GEW
_?EtWAJR_H.P.
Chlorinator
YES NO -1 C - ", 0, :5,4 '1-T
Bench
11
13'40 Handrail yas
Gallons
- -
Turnover Time Hrs. Mins-55
Cleaning Kit
Heater
Size
Formboard Survey
&S' NO F -0 4 >7, E
Final Survey
YES tNO
Compaction
YES NO
COMMENTS
3H EER DIE 6 r, FEWT W, 47,Eq;FAiU
-Cu4ow'Deck +c> 6+ep �4AI A.;1DRAIL
JOB SITE
"nzci -A- G;-,-mer
W!73
F-r.
FL '31ycloa
CONTRACTOR
JM FORM & STEEL INCORPORATED
dbaJM CUSTOM POOLS INCORPORATED
#772-496-0821
'k;XLLRO
�tx ....... a
ILic.#CPCI458456
2
11-03-2021 ,
STA T
0 R IV.-,
NAVA#
M. Randall Rodgers, P.E.
FL Lic. No. 68212
ONE16 Engineering & Consulting, LLC
1801 Hazelwood Drive
Ft. Pierce, FL 34982
PH: (772) 201-1634
Y. PER FT. MIN SLOPE
Pool construction comDlies with FBC 2020. ANSI-7. ANSI-15
—Water Velocity —Max 8ft/sec as per FBC 2020—R4501.6.3
—Pool Barrier to comply with Section R4501.17-7th edition FBC
—Skimmers comply with FBC 2020—R4501.21.2
—Soil bearing capacity assumed 2,000psi @95% compaction
—Equipment Foundation 3'x7' conc. slab min 3.5" thick pour in
place or approved Hurricane Rated precast equipment pads
WHEN PROVIIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
!�
N
Vacuum (in Hg) X 1.13
Feet Of Head
2.5"
MAIN DRAIN
A `
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 SHE
TRENCH DRAIN
POOL DETAIL
(NO SCALE)
NOTE GRATE BRICK _
� Poll � G Fl�le MAvi COPING
DRAB! & ATTACH AUX- PUMP
LINE WHEN EMPTYING POOL
-,<' 6"x6' TILE
GRATE SHALL
BE SECURED IN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
BRICK PAVER PATIO
4V' TYP. WALL-3,000 PSI GUNITE
_ STEEL-TEX FORM
OR KRAFT WALL
TRENCH DRAIN y3 � 12" O.C-B.W.
GUNITE '_ NOTE: FOR DEPTHS
TREADED
1- GREATER THAN 6' ADD
PLUG : (1)3 COVE BAR @6O.C.
GRAVEL B
TO PUMP
TYP. WALL SECTION & WELL POINT
INTERIOR
FINISH
- 6' TYP. FLOOR
3 000 PSI
#8 COPPER
TO GRID TT��
-Y
HORIZONTAL INSTALL
18 COPPER
TO GRID
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
NICHLESS LIGHT SYSTEM
(N11 SCALE)
(2) #3 REBAR ON
(1) #5 REBAR
JM CUSTOM POOLS
12 ol e � CPC1458456
PAVERS
12"
FOOTER DETAIL
<NO SCALE)
CHLORINATOR FILTER
Z
R
pp4� R�5
syswvt'!__���
l �p1N
GHt�REt t�p1N
PIPING SCHEMATIC"
CUSTOM MOLDED PRODUCTS INC.
Gky_ ''
SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WITH
2020 FLORIDA BUILDING CODE
LISTED TO ASMEAANSI Al12.19.8
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 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.
OUTSIDE ANGLE OF REPOSE
POOL LIGHT
6' AND FURTHER - 4- THICK WALLS W/13 REBAR @12- O.C. EACH WAY
JUCTION BOX
3' TO 6' - 6' THICK WALLS W/13 REBAR 012' O.C. EAr-IT WAY
i
Z
0' TO 3' - 8- THICK WALLS W/13 REBAR 012- O.C. EACH WAY
YARD BY
CONCRETE PATIO
z
cry POOL PATIO EQUIPMENT
TREADS TO BE
°N° BOND TO ANCHOR
9
WATER LEVEL
- • r �_- :
SLIP RESISTANT
CROSS BRACE
6 ft.
_
3 ft.
Z
'
- 12 VAC FROM
} -
N
R
UNDERWATER
POWER SUPPLY
_
�'
6'
J _ J = J :
LIGHT
SIZE AS DETERMINED
� .
BY LICENSED ELECTRICIAN
t 2'
co
POOL FINISH
PAVER PATIO
1" PVC
12"W x 12"D x30"L CONC.
• `: SCHEDULE 40 PVC SLEEVE CONDUIT
FOOTING W11111 (4)#3 BARS
p
NO BONDING
_ EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
OR GROUND
#8 GROUND WIRE
* SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
REQUIRED
F� SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
r * NO UNDERMINING OCCURS OR ENGINEER APPRaVED IF ANY DOES
* COMPACTION TEST Of THE BAGffglE6 MATERIAL ARE PROVIDED
NICHLESS
UNDERWATER LIGHT DETAIL
BONDING
DETAIL for LADDER and/or RAIL
PRIOR TO THE POURING OF THE PAM
(NO SCALE)
(Na SCALE)
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 USED +6" ABOVE POOL
ar
o N : a. -
A. 10' MIN(TYP) _~
<5 ft.
2x4 TIE -BACK AT (3)16d NAILS
VERTICAL 2x4 , EX• CONNECTION
(3) 2x4 STRONG BACKS z"
AT EACH 8ft (#
SHEET OF PLYWOOD n N _
STEP DETAILS
1. TREAD IS MIN OF 10' WIDE.
2. BOTTOM & TOP RISERS MAY VARY IN HEIGHT
3. RISER NOT GREATER THAN 12" EXCEPT BOTTOM 'Y4' PLYWOOD
STEP WHERE DEPTH IS 4' OR GREATER SHEET PILE
4. ALL sTrps To BE SOLID cl>NUTE 3000 P.S.I. — SHORING DETAIL FOR
z
EXCAVATION LESS THAN
%=C4 -" 5' FROM EXISTING
STEPS III STRUCTURE
(NO SCALE) (NO SCALE)
RETURN TO POOL —
WATER TO SHEER
DESCENT
THREE-WAY
VALVE
:•..............•..•....
:::::;:::::::::::::::::.... FILTER
SUCTION FROM POOL
TYPICAL SHEER DESCENT DF:TAIL
(NO SCALE)
PUMP W/ HAIR &
MINER
SUN
DECK
WALE
SHA
N
SLOT
GREATI
THAN 1
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
gpm
0,14'
2"
62
gpm
0.06'
82
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"
534
gpm
0.02'
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) = XXXX_gal
(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_ 2.5 _inch to keep velocity @ 8 fps max. at_ i 17 gpm Maximum System Flow Rate.
Return Piping to be 2.5 inch to keep velocity @ 8 fps max. at 117 gpm Maximum System now Rate.
Main Drain Cover( SEE ABOVE) System Flaw Rate must not exceed approved cover flow rate.
(Make and Model) See Engineering Page for Drain Configuration
Pump Model PENTAIR INTELLIFLO VS-3050 H.P. 3
Total H.P.=H.P.x service factor. I H.p. or more must be 2 speed or variable speed
Fifter Make PENTAIR C&C Size 150
Filter min. area based on Lair. tumover flow rate podgal. / 360 mil. = Row Hate
Divide G.P.M. by Cartridge = 375 or Sand =15 or D.E = 2
Time Controller make ON PUMP Model ------
Controls must operate a rninimum of two speeds.
The higher speed override's not to exceed one normal cyde or 24 tus whicbeuer is less
JM CUSTOM POOLS
KING RESIDENCE
7273 S INDIAN RIVER DR
FT PIERCE, FL
SUN
DECK
`011111 l l r 1 j1If/'
ley X G E•IV S f'`F
MA _ALL ROMP110112
-TL License No. 68212 _ -
801 Hazelwood Driv
09-30-202 f its. FI34982lk
� �'�j2p1S1i93it\TE...43f
S16NAL f-"
***ELECTRIC NOT IliaUDED***
PREPARED BY: sfi t
STEVE HORST Z
DRAFTING &
DESIGN SERVICES
(772)201-7W horststeve@yahoo.com
> PENTAIR
TD H
CALCULATOR
nK-KmaGH
`TEP 1
STEP 2
TON CALC��iGNLLL
STEP 3 OF 3: TDH CALCULATION
Pod l4dWne f9altonst:
em.009ations
Suction Lift:
1.50 ft
Turn Over Notrs),
6.00 hours
Filtration Flow Rate:
36.00 GPM
Maximum Flow Rate
105,30 GPM
" --`
- MAXIMUM PIPE VELOCITY (FT/SECT SUCTION OUTLET
8
� lIAIM DRAIM
DISCHARGE
8
TOTAL PIPING LENGTHS (FTI INLET
52.00
-
DISCHARGE
88.00 :
1/21NCH RETURN
4
-00 900EGREE ELBOW
INLET
6
hrDISCHARGE
12
2' X 2-5-3 WAY VALVE
4
TEETHROUGH
INLET
0
DISCHARGE
3
4 vTFLL.ICHLOR iC-40
1
IL
CLEAN AND CLEAR
1
sue:
,�- INTELLIFLO VARIABLE SPEED, VS.SVRS, VF, OR VSF
Flow Rate 105.30 GAUMIN Max Fla» Rare a; Max RPM: 105.3u GALi MIN
Head Loss 71.28 FT Head Loss at Max Flow Rate at Max 71,28 FT
RPM:
him Pig: 2.50
"t=A:al
Flow Dale at Selected Pump RPM: 105.30
Head Loss at Selected Pump RPM: 71.28
Discharge Poo: 2.50
ftm RPM:
SYSTEM HEAD PRESSURE CURVE
BY PUMP SELECTION
A T1CryPS The Association of
r�1 Pool & Spa Professionals W-KNG-LOW
ANSVAPSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
PRO'EL-T NAME: CONTRACTOR NAME
ANDADDRFss KING JM CUSTOM POOLS AIL' ADDRESS:
_
aminru.ivas entxvt:
DATE
9-2&21
'his information sheet was prepared by the APSP-15 Residential Swmuning Pool and Spa Energy Efficiency Standard Writing Committee
of the Association of Pool and
Spa
Professionals (APSP). It is not part of the American National Standard ANSI/APSPACC-15a 2011 but is included for information only.
Contractors should actzuire and
comply
with 1:he ANSI/APSP/ICG-lSa 26ll standard whkh can be piadesed at amvw.apsp.mg.
1. §5.Z I: Calndated pod vdume
a. Gallons: 8,500 ; or
1 8.500 gallons
b. Calculated Gallons: (surface area) X_ (average depth) X 7.48 (gait fl-3) _
_
2. §5.2.1: Calculated filtration flow rate
2- 36 BWn
(Pool volume : 360 or 36gpm whichever is larger)
3. §5.5.1: Pipe sizing:
a. Minimum suction pipe diameter
3a. 1.5 inches
(Enter the snoilest pipe size from Table 1 with a 6 fps flow capacity the some or more than :rem 2.1
_
b. Minimum suction branch pipe diameter
3b. N/A inches
!Calculate: Item 2. ___(gpm) a Branch Pipes._(quantityj = branch flow rate (ypm).
_
Enter the smallest pipe size frow Table 1 with a 6 fps flow capacity the same or more than the calculated
su Gon. broach tlow rate.)
C. Minimum return pipe diameter
3c 1.5 inches
(Enter the >ma6est Pipe -from Table_ 1 with a & fps flow [opacity the some or more than item 2.)
_
d. Minimum return branch pipe diameter
3d. N/A inches
(Calculate:ltem 2. (915m)=Branch Pipes (quantity)=branch flowrate (qpm).
_
Enter the smallest pipe size from Table 1 with a lifps flow capacity the some or more than the calculated
return brooch flow rater)
4. §5.4.1: Filter type and size:
a. Fitter type: (Cartridge, DE, Sand)
4a. CART
b. Minimum filter area
(Calculate: to 2 __. (gpml - fifter factor (gpm/ft"2))
4b 96 sq ft
-
Filter factorsCartridge=( 375, Sand-15, rNatomoceous Emth=2
5. §5A.2: Backwash valve X No?
_Yes
!When usinga backwash valve, enter result o f rtrrn 3c err 2 inches whicAever is'argerJ
5 N/A inches
-
Table t
tw-".=,,,
Pipe Size:
1S"
�
2"
2.5"
3"
3.5'
4'
S"
S••
Nominal GPM � &fps
3a
63
9t1
:3R
? AS
73A
3T4
..111I
St0
Nominal GPN �Bfps
6t
64
t'a
7B4
24^
327
4E5
72C
6. Single -speed pump selection. (when used):
§� '1 1, 5 3.1- For single speed pumps with a total horsepower 1.99 o+less, f,nd and eater a cpmpliart Gump from the Pool Pump
Database
a. Pump model
b. Total horsepower
7. Multi -speed pump selection (when used):
§5.3.2 1. Pooh 17," gallans err ess select pump *from the database with a Curve -A Win flow equal to item 2 or test.
§5.3.2 2: Pools 17,001 Gallons err mo ,, select Pump* from the database with a Curve-C gpm flow equal to item 2 or less
'Mufti speed pumps must have one speed tilted that satisfies this requirement,
a. Pump model
b. Pump flow
0 ; 3-2A, 5.3.2.7 AppLcabk Curse A err C 9pm flew fisted in daiobosej
6a. N/A _
6b. N/A
or
PENTAIR
7a iNTELL(FLO VS
7b. 40 gprn I -
ANSI/APSPIICC- 15 Standard Writing Committee Form 1 of 2
ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
Cam rent
Section
Requirements
Chcc
4.4.1.1
Heater has no pilot light
N/A
4.4.1.2
Readily accessible on -off switch mounted outside of the h
Heaters
4.3.13
No electric resistance heating u or ingraund spa with tight fitting cover with R-6 insulation,
or for Pool with nted pool heating from on -site solar or recovered energy.
beater efficiency_ gas/od flied heater efficiency at least 78%, heat pump COP at least 4.0
5.1.1
Pool filter pump listed in database
X
5.3.1
Pool fitter pump, with total horsepower 1.0 or more is mutti-speed
X
Multi -speed pump controller programmed to default to the filtration flow rate when no •auxiliary
5.33
pool loads are operating within 24 hours and programmed With temporary override capability for
X
servicing.
Pool systems
S3.4
Single -speed pump controller capable of operating pump during off-peak electric demand
N/A
5.5.2
Pipe before pump has at least 4 diameters of straight pipe.
X
System installed with solar, or setup for the future addition of solar heating equipment by
5.5.3
installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or
built-up connections, or dedicated pipe to and from the pool.
X
5.6
Directional inlets for mixing pool water.
X
2 of2
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