HomeMy WebLinkAbout9-16-20 GIBENY-R-2-SIGNEDHAND
RAI L
2.5"—RETURNS
2.5"—M.D_ ;
POOL SPECIFICATIONS
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
TANK N/A
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
C/) JOB INFORMATION:
C/")
w
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=Marvin 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
a;
TREADED GREATER THAN 6' ADD
PLUG s ` (1)#3 COVE BAR @6" O.C.
GRAVEL BED TO PUMP —
TYP. WALL SECTION & WELL POINT
(NO SCALE)
8„
(2) #3 REBAR OR
(1) #5 REBAR
•
FOOTER DETAIL
(NO SCALE)
c0
Y" PER FT. MIN SLOPE
NOTE: REMOVE GRATE &
y
r
WELL POINT PLUG FROM MAIN
16
gpm
DRAIN & ATTACH AUX. PUMP
LINE WHEN EMPTYING POOL
OVERPOUR OR CAP TILE
WHERE APPUCABLE
, :• `' ` '!' • s�
WHEN PROVIDEDDECK
6"x6" TILE
37
gpm
0.08'
50
GRATE SHALL
SHALL BE AT 20" MAX
BELOW THE
lvo�
62
4" SLAB
BE SECURED IN
INTERIOR2500
m
HORIZONTAL INSTALL
FIBER MIX
PLACE SO
FINISHP.
WATERLINE
WALL -3,000 PSI GUNITE
THAT TOOLS
0,09'
LINT STRAINER
SWALLS
HALL
7
i NOT
STEEL @ 12" 0/C E.W.
ARE REQUIRED
0.04'
181
gpm
Ppp` REtURNS
FOR REMOVAL
234
��i. a�� ii. asp
#8 COPPER
STEEL–TEX FORM
gpm
REASONABLYEUNIFORMBAND
¢
534
OR KRAFT WALL
0.02'
6" TYP. FLOOR
COMPLYWITH
H ARTICLES 5.6.1 THE SLOPE OF THE FLOOR FROM
END WALL
THE SHARDS
N
TRENCH DRAIN
3,000 PSI
GUNITE
#3 @ 12" O.C.B.W.
NOTE: FOR DEPTHS
a;
TREADED GREATER THAN 6' ADD
PLUG s ` (1)#3 COVE BAR @6" O.C.
GRAVEL BED TO PUMP —
TYP. WALL SECTION & WELL POINT
(NO SCALE)
8„
(2) #3 REBAR OR
(1) #5 REBAR
•
FOOTER DETAIL
(NO SCALE)
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 @12" 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 J J .
d . � .. .
d
c0
#8 COPPER
TO GRID
r
y
r
= 1730 RPM
16
gpm
0.14'
21
1 ROW OF WATERLINE TILE
WHEN PROVIDEDDECK
1.5"
37
gpm
0.08'
50
.7
3'-0" WATERLINE
SHALL BE AT 20" MAX
BELOW THE
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
62
gpm
CHLORINATOR FILTER
82
m
HORIZONTAL INSTALL
2.5"
PUMP W/ HAIR &
MAX 6'_0" LIGHT
WATERLINE
117
gpm
0,09'
LINT STRAINER
SWALLS
HALL
7
i NOT
STEEL @ 12" 0/C E.W.
gpm
0.04'
181
gpm
Ppp` REtURNS
#3 SLOPE
FLOOR SLOPES 6" THICK GREATER
THAN 11 "
234
��i. a�� ii. asp
#8 COPPER
313
gpm
REASONABLYEUNIFORMBAND
¢
534
TO GRID
0.02'
1 712
COMPLYWITH
H ARTICLES 5.6.1 THE SLOPE OF THE FLOOR FROM
END WALL
THE SHARDS
N
VERTICAL INSTALL
SKIMMER
THE
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
pRPIN VWE
Install in Plumbing T at least 3" Below
pppV NER
3x32 c��
Vacuum Head + Pressure Head
Water level in Return Piping.lnstall
CNNNNEVpRPIN
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 @12" 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 J J .
d . � .. .
d
c0
CO
r
y
r
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
rol
3 ft.
O6_
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
PCS 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
N
WATERLINE
N
X a
o
OO fV 4a
� Q
o a< a
2Ld A-
N d
Ld 4 a
. a. 16" MIN(TYP)
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_ co POOL PATIO EQUIPMENT
WATER LEVEL
Z – 12 VAC FROM
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.
VSFHP185DV2A Performance Curves
3450 RPM
3 = 3000 RPM
2750 RPM
E _
2400 RPM
o=
= 1730 RPM
16
= 600RPM
' 111111111 I� 11111-1111 IIIIIIIII I
CIRCULATION
PUMP
I IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIII_ IIIIIIIII _IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII
isu ieu
Flow Rate, Gallons Per M to (GPM)
LOW 43 GPM �
HIGH 92 GPM
z
TREADS TO BE N
SLIP RESISTANT CROSS BRACE
CONCRETE PATIO
BOND TO ANCHOR
�mmir
0
5
PAVER PATIO
\: 1 x301 CONIC.
FOOTINGBARS
■
#8 GROUND I�
■
STEPS BONDING DETAIL for LADDER and/or RAIL
(NO SCALE) (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
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'
313
gpm
0.05'
6"
534
gpm
0.02'
1 712
gpm
0,03'
Determine System Flow Rate: Minimum Flow Rate Required: 35 qpm per skimmer
1. Calculate Pool Volume: ___XXX --- ft— XX__x 7.48(gal/Ft) _---XXXXX__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 _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. 1360 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
Ft Pierce, FL 34982
(772)201-1634
***ELECTRIC NOT INCLUDED***
PREPARED BY: SHEET:
STEVE HORST 2
DRAFTING &
DESIGN SERVICES 3
(772)201.7846 horst.steve@yahoo.com