HomeMy WebLinkAboutPool plans—Pool construction complies with FBC 2014 ANSI-7 ANSI-15
—Water Velocity —Max 8ft/sec as per FBC 2014—R4501
—Pool Barrier to comply with FBC 2014—R4501
—Skimmers comply with FBC 2014—R4501 21 1
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WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE WATERLINE AND
VISUALLY SET APART
FROM POOL
SWIMOUTS
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
Vacuum (In Hg) X 1.13
Feet Of Head
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
MAIN IlRAIP}
POOLD DETAIL
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4' THICK WALLS W/#3 REBAR 012" O.C. EACH WAY
3' TO 6' - 6" THICK WADS W/(f3 REBAR 012" O.C. EACH WAY
0' TO 3' - 8' THICK WADS W/}'3 REBAR 012' O,C. EACH WAY
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 DAPPLE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HANDHOID TO BE INSTALLED ARE WHERE
DECK RAISED +6' ABOVE POOL
2xe
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
VV" * SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
* NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
" COMPACTION TEST OF THE BACKFILLEO MATERIAL ARE PROMDED
PRIOR TO THE POURING OF THE PATIO
STEPS
(NO E
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 SOLD GUNITE 3000 P.S.I.
tIUIE; REMOVE GRATE &
BRICK
Y PER Fr. SLOPE
WELL POINT PLUG FROM MAIN
COPING
.
DRAIN ATTACH AUX. PUMP
CH AUG
:;r•:
LINE WHEN
EN POOL
CAB" TILE .i T
'<,•,
+
tw
GRATE SHALL
BRICK PAVER PATIO
RE SECURED IN
INTERIOR
PLACE SO
THAT TOOLS
FINISH
W TYP. WALL-3,000 PSI GUNITE
ARE REQUIRED
FOR REMOVAL
STEEL-TEX FORM
OR KRAFT WALL
6' TYP. BOOR
•:•:
TRENCH DRAIN
3,000 PSI
#3 0 12" O.C.B.W.
GUNITE
NOTE: FOR DEPTHS
TREADED
GREATER THAN 6' ADD
PLUG
i'':'.'';'; .
(1)#3 COVE BAR 05" O.C.
GRAVEL BE
TO PUMP
-
TYP. WALL SECTION &
WELL POINT
(NO SCALE)
BRICK CO714:
6"z6" TILE
6"x6" TILE ;:',.,
PAVER PATIO
SPA BENCH 18"
BELOW WATER LINE
GRATE SHALL
BE SECURED IN
PUCE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
TRENCH DRAIN
GRAVEL
TO JET
PUMP
TO AIR
WATER LEVEL
UNDERWATER _
LIGHT
POOL FINISH
��.` S,`''.;;r(_• :' 4'4" TYP. WALL-3,000 PSI GUNITE
6" P.
FLOOR +:!•+ STEEL-TEX FORM
'• v .. rr OR KRAFT WALL
«:•.'" #3 0 12" O.C.B.W.
TO PUMP -
SPA WALL SECTION
(NO SCALE)
VENT LINE NOT TO BE
FURTHER THAN 40 FT
FROM POOL 25' MAX
WET LENGTH
TO FILTER
32" CHANNEL PUMP
is
1. DRAIN TO AIR
.,5.• 'r. .,'`,. VENT _
SPADETAIL N
POOL PATIO
.,.t, 12 VAC FROM -
POWER SUPPt
1" PVC
CONDUIT
L— SCHEDULE 40 PVC SLEEVE
NO BONDING
•-''�'' OR GROUND
't'••' REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
HIGH
12"
CHLORINATOR
HEATER
BY-PASS
12"
(2) #3 REBAR OR
(1) #5 REBAR
PAVERS
FOOTER DETAIL
SCALE)
HEATER
FILTER
PUMP W/ HAIR &
UM STRAINER
PUMP W/ HAIR &
j— UNT STRAINER
'Pi, �µNN
PDOE 5"37: N CNFp)N8' OPyN CLSPNER
CNPNNEL
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNELDUAL mFr CMP 25506-32X VGB
PER FRc4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLIENT W7107.2.1 OF THE
2014 FLORIDA BUILDING CODE
UHM TO ASME/ANSI A11219B
32" CHANNEL DRAIN AND SUMP
25506-320-000
*THREE 2" SOCKET x 2.5' SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
*IAMPO DSTED ROW 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 auction
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.
0 VSPHP270 PORMANCECLtRVES CIRCULATIi
u 1 PUMP
GO LU
LU ONO
LLLL 70
4 '
S sit
9) 40
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FLOW GPM
LOW 44 gpm
HIGH 108 gpm —J
Jandy FIO+'•ro Selves PuntUs,
IMex-Rated(FHPM) SPA JETS
APEX PAVERS &POOLS
834 SE LINCOLN AVE. STUART, FL
PH 772-419-5151 FAX 772-419-5101
RP-252555006
DECK 1 ROW OF WATERLINE TILE
a';'—oa WATERLINE
p L
4'-11'
g3 S1EEL 0 12' 0/C E.W..EVEL FLOORfi" THICK
FLOOR c_ p��
SLOWLY UNIFORM P1H1
COMPLY WITH AIMM 561
am 5E3
THE SLOPE OF FR
THE SHALOW ENO WUI
IQM925 THE DEEP AREA SHAU
Nm EXCEED I FOOT N 7 FWr
TYPICAL SECTION THRU POOL
(NO SCALE)
WALL
SHALL
NDt
SLOPE
GREATER
THAN 11•
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer CIRCULATION
1. Calculate Pool Volume: _=_ft=__z 7.48(gal/Ft) = ___gal PUMP
(Surface Area) (Average Depth) (Volume is gallons)
2. Determine Flow Rate: __1825 gal / __180 __ __44 _+ XXX _ _XXX _
(Volume) (Turnover Minutes) (Pool Flaw Rate) (Feature Flaw Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be 2.5 -inch to keep velocity 0 8 fps max. at 117_gpm Maximum System Flow Rate.
Return Piping to be_ L5-inch to keep velocity 0 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 DANDY FLOPRO VS H.P. 2.7
Total H.P=H.Pxmr&B w.lHp.ormolemmtbit2apmdorvedahbapeed
Filter Make DANDY CS Stre 200
Etter min. area based on 6hr. twrovxtow rale pool gal.1360 ion. = Row Real
DNide G.P.M. by Cartridge = b75 orSand =15 orD.E = 2
Time Controller make ON PUMP Model ------
Coneds must operate a minimum oftwo speeds.
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 gain 0,10,
2.5'
88 gpm 0,05'
17 gpm 0.09
3'
136 gpm 0.04'
lei g . 7'
4'
234 gpm 0,03'
313 gpm 0.05'
6' 1
534 gpm 0.02'
1 712 gpm 0.03'
Determine Pipe Sizes: JETS ONLY
Trunk Piping to be_2.5_inch to keep velocity 0 8 fps max. ot_ 1'7 gpm Maximum System Flow Rate.
Return Piping to be_ 2.5 inch to keep velocity 0 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 DANDY FLOPRO H.P. 2
Total H.P. H.Pxeandcefapan.IKp. or mws nxabe2 speed or variable speed
Filter Make N/A Skit ---
Filterminareabasedm6hr.lun rtowmbpoolgel./3Mmin.=Hawflab
DMda G.P.M. by Carbidge= .375 orSaM = i5 m D.E = 2
Time Controller make L/A Model ------
Controls must operate minimum of two speeds.
Thalriahewspsed aremds lanolin excaetl onenormel oydear24hrs.whichwer isleas
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'
17 gpm 0.09
3'
136 gpm 0.04'
181 gpm •07'
4'
234 gpm 0.03'
313 gpm 0.05,
6'
534 gpm 0.02'
712 gpm 0.03'
lVTWTTLI
APEX PAVERS & POOL
HERNANDEZ RESIDENCE
2018 ROYAL FERN CT
PALM CITY, FL
ENGDM HARVEY E. KOEBNEN
PROFESSIONAL ENGINEER PE-32831
7205 ELYSE CIRCLE
PORT ST LUCIE, FL 34952
(772)489-3035 to
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