HomeMy WebLinkAboutApproved-R-2-SIGNEDPOOL SPECIFICATIONS
HAND
RAI L
2.5"—RETURNS
2.5"—M.D_ ;
MAX. WIDTH 14'
MAX.LENGTH 28'
PERIMETER 84'
AREA 392 sq.ft.
DEPTH 3'0" - 60"
ACCESS RIGHT
ELEV. TOB TBD
EXCAVATED DIRT HAUL
RAISED BEAM N/A
TILE 6x6
STEP EDGE 2x6
COPING EDGE OVERPOUR
INTERIOR FINISH GEM
SWIMOUT (1) 8'
LADDER N/A
HANDRAIL YES
GRAB RAIL NO
FILTER JANDY CS CART.
TIMECLOCK N/A
CIRC. PUMP JANDY FLOPRO VS 1.85 HP
POOL DRAIN 3"x32" CHANNEL DRAIN
MODEL#CMP25506-320
POOL RETURNS 4 VAC. LINE (1)STUBOUT
SKIMMER (1)
CHLORINATOR TRUCLEAR
FILL LINE N/A
OVERFLOW N/A
WATERFEATURE NO
LIGHTS POOL (2) COLOR LED
ELECTRIC BY TBD
TRANSFORMER YES
J. BOX YES
HEATER NO
SIZE XXX btu
GAS TYPE N/A
TANK N/A
HOOKUP BY N/A
DELUXE CLEANING KIT YES
PATIO CONC & SPRAY DECK
SQ FT ±424
TERMITE YES DONE BY BUGMAN
PORCH PATIO N/A
DECK DRAIN 32'
PLANTERS NO
APPROX. GALLONS 13,100
G.P.M. --
TURNOVER HR.
MIN.
SCREEN ENCLOSURE YES
CHILD BARRIER CHILD BARRIER FENCE
(/-) JOB INFORMATION:
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U
COAST LIFE POOLS LLC
Q
� I GIBNEY RESIDENCE
771 SOLAZ AVE
PORT ST LU IE, FL
Digitally signed by Marvin R
Marvin R Rodgers
DN: c=US, o=Unaffiliated,
ou=A014100000001725DB6
Rodgers Rodgers 8119,cn=1arvin R
Rodgers
Date: 2020.11.0418:55:58
-05,00,
M. RANDALL RODGERS, P.E.
FL License No.68212
1801 Hazelwood Drive
Ft Pierce, FL 34982
(772)201-1634
***ELECTRIC NOT INCLUDED***
FBC 2017 Compliance NEC 2017 Compliance
PREPARED BY: SHEET:
STEVE HORST 1
DRAFTING &
DESIGN SERVICES 3
(772)201-7846 horst.steve@yahoo.com
—Pool construction complies with FBC 2017, ANSI-7, ANSI-15
—Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3
—Pool Barrier to comply with Section R4501.17-6th edition FBC
—Skimmers comply with FBC 2017—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
NOTE: REMOVE GRATE &
Y4" PER FT. MIN SLOPE
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUX. PUMP OVERPOUR OR CAP TILE
UNE WHEN EMPTYING POOL WHERE APPUCABLE ;. ! •w .• y:.a .:
6"x6" TILE
GRATE SHALL 4" SLAB
BE SECURED IN INTERIOR 2500 FIBER MIX
PLACE SO FINISH 4y" TYP. WALL-3,000 PSI GUNITE
THAT TOOLS
ARE REQUIRED
FOR REMOVAL STEEL—TEX FORM
OR KRAFT WALL
6" TYP. FLOOR •,
TRENCH DRAIN
3,000 PSI
#3 @ 12" O.C.B.W.
GUNITE
NOTE: FOR DEPTHS
4;
GREATER THAN 6' ADD
TREADED
.. ••'
ii 't '.::_
(1)#3 COVE BAR 06" O.C.
PLUG
—+r- . ;'
GRAVEL BE
TO PUMP
—
TYP.
WALL SECTION
& WELL POINT
8„
(2) #3 REBAR OR
(1) #5 REBAR
Is
FOOTER DETAIL
(NO SCALE)
#8 COPPER
TO GRID
DECK 1 ROW OF WATERLINE TILE
WHEN PROVIDED
WATERLINE
7
SHALL BE AT 20" MAX
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
FILTER
CHLORINATOR
BELOW THE
HORIZONTAL INSTALL
PUMP W/ HAIR &
MAX 6'-0" UGHT
WATERLINE
LINT STRAINER
SWALLS
HALL
7
_ _ _
p00� RESURNS
NOT
t #3 STEEL @ 12" O/C E.W. SLOPE
FLOOR SLOPES 6" THICK GREATER
FLODR SLOPE SHALL BE THAN 11"
X
�'� /�'�'
#8 COPPER
REASONABLY UNIFORM AND
18"
'��\ '��\
TO GRID
R
COMPLY WITH ARTICLES 5.6.1 THE SLOPE OF THE FLOOR FROM
THRU 5.6.3 THE SHALOW END WALL
VERTICAL INSTALL
SKIMME
TOWARDS THE DEEP AREA SHALL
ON PUMP ON FILTER
NOT EXCEED 1 FOOT IN 7 FOOT
Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31
Feet Of Head Feet Of Head
PoolBond PB-2008
`WE
3'-0"
Install in Plumbing T at least 3" Below
poo�3R3 GIFER
Vacuum Head + Pressure Head
Water level in Return Piping.lnstall
CIINNNE��RNI�
23$-0"
in sprinkler box for easy access
28'-0„
= Total Dynamic Head
SWIMOUTS
WATER BOND DETAILS FOR
PIPING SCHEMATIC
TYPICAL SECTION THRU POOL
(NO SCALE)
(NO SCALE)
NICHLESS LIGHT SYSTEM
HYDRO —STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
TO GRAVEL BED
MAIN 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/#3 REBAR @12" O.C. EACH WAY
0' TO 3' — 8" THICK WALLS W/#3 REBAR @12" O.C. EACH WAY
9 ft.
6 ft.
J
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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
Co
3 ft.
O4c_
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
* SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
QC� 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
WATERLINE
x
a
N
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X
a
z
0 0
n
z x
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. a. 16" MIN(TYP) "
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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
STEP WHERE DEPTH IS 4' OR GREATER
4. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I.
5. SUN SHELF CAN BE DESIGNED AS 1ST STEP.
6. A BENCH CAN BE DESIGNED AS 2ND STEP.
POOL LIGHT
JUCTION BOX
YARD BY
Z
POOL PATIO
EQUIPMENT
cfl
WATER LEVEL
:r
!,
z
12 VAC FROM
.;:.;.
O
UNDERWATER
POWER SUPPLY
LIGHT
SIZE AS DETERMINED
BY LICENSED ELECTRICIAN
POOL FINISH
'•.`•' 1" PVC
SCHEDULE 40 PVC SLEEVE CONDUIT
NO BONDING
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OUTLET
PER FRC4501.6.6
COMPLIANT WITH
2017 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI A112.19.8
CMP 25506-32X VGB
COMPLIANT 32" CHANNEL DRAIN
32" CHANNEL DRAIN AND SUMP 5" POOL
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.
VSFHP185DV2P. Performance Curves
PE
80 3450 RPM
70
3 = 60 3000RPM
`0
= 2750 RPM
•� 50 _
qI€ 40= 2400 RPM
F 30
1730 RPM
zo
in
— OO RPM
D 11111111111111 IIIIIIIII I IIIIIIIIIIIII-IIIIIIIIIIIIIIIIIIIIIIIIIII
0 30 20 30 40 50 60 '0 80
ow J Gallon FlRate, s Per
LOW 43 GPM
HIGH 92 GPM
TREADS TO BE
SLIP RESISTANT
CIRCULATION
PUMP
II IIIIIIIII 111111111 111111111 IIIIIIIII IIIIIIIII
100 110 120 130 140 ill 16,
ZZ
CONCRETE PATIO
Nz BOND TO ANCHOR
CROSS BRACE
N
6"
12"
PAVER PATIO
12"W x 12"D x30"L CONC.
FOOTING WITH (4)#3 BARS
#8 GROUND WIRE
STEPS BONDING DETAIL for LADDER and/or RAIL
(NO SCALE) (NO SCALE)
Pipe Size
6 fps
8f ps
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
a rD m
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'
1 313
gpm
0,05'
6"
534
gpm
0,02'
1 712
gpm
0,03'
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: --- XXX--- ft_XX_—x 7.48(gal/Ft) =—_—XXXX_X__gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: 13,100_ al 345 = 43_ __+___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_ 1 1 7—gpm Maximum System Flow Rate.
Return Piping to be__2_5 inch to keep velocity @ 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
Pump Model PENTAIR INTELLIFLO H.P. 3
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 150
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 N A
Controls must operate a minimum of two speeds.
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COAST LIFE POOLS LLC
GIBNEY RESIDENCE
771 SOLAZ AVE
PORT ST LUCIE, FL
M. RANDALL RODGERS, P.E.
FL License No. 68212
1801 Hazelwood Drive
R Pierce, FL 34992
(772)201-1634
***ELECTRIC NOT INCLUDED***
PREPARED BY: SHEET:
STEVE HORST 2
DRAFTING &
DESIGN SERVICES 3
(772)201.7846 horst.steve@yahoo.com