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14
09-17-2020 !C.
FL Lic. No. 68212
1801 Hazelwood Drive
Ft. Pierce, FL 34982
PH: (772) 201-1634
INUMUMIM_..imm
-I- t G S"MMING POOL
FOR
—Pool Barrier to come with Section R4501.17-6th edition FBC
—Equipment Foundation YxT conc. slab min 3.5' thick pour in
place or approved Hurricane Rated precast equipment pads
au, ,
Vacuum (In Fig) X 1.13
Feet Of Head
= Total Nnamic Head
2.31-
SM REMOVE CRATE A
Ya' PERFT. MN SLOPE
WELL POINT PLUG FIIOY
i
PUMP
LINE 11 ATTACH aA111w P OL
fME WHEN FAPITMO POOL
ON W TILE
O�iw mix
ATAI&
-•
':•t~ _
VA" TILE
GRATE SHALL
4" SLAB
BE SECURED IN
INTERIOR
2500 FIBER MIX
PLACE SO
FINISH
41�" TYP. WALL-3.000 PS GUNIfE
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
SIEFL-TEX FORM
OR KRAF( WALL
6" TYP.
TRENCH DRAIN
FLOOR
.
/3 • 12- O.C.B.W.
'
NOTE FOR DEPTHS
��
GREATER THAN 6' ADD
TREADED:)
.� f
(1)13 COVE BAR 06' O.C.
PLUG
+='
GRAVEL B
TO RW/P
TYP. WALL SECTION
& WELL POINT
(ND SCALE)
IN COPPER
1D GRD
HORIZONTAL INSTALL
� COPPER
TO GMD
VERTICAL INSTALL
PoolBond PB-2008
Install in Plumbing T at least 3" Below
Water level in Return Piping.lnstali
in sprinkler box for easy access
PATER BOND DETAILS FOR
POOL PATIO
WATER LEVEL
'E' : s�::y.'^`}•_::�-
HYDRO -STATIC REl1ff
DEVICE INSTALLED m
_✓')- --
AREAS THAT EXCEED 1'
WATER TABLE IN SHF1L
TRENCH DRAIN
UNDERWATER
_
'
Low
POOL FINISH
MAIN DRAIN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4- THICK WALLS W/I3 HEW 012' O.C. EACH WAY
3' TD 67 - 6- THCK WALLS W/13 REBAR 012' O.C. EACH WAY
0' TO 3' - 8- THICK WALLS W/13 REBAR 012- O.C. EACH WAY
J+
J:
MISC. NOTES
1. ALL STEPS AND SW9NM BENCH EDGES
WILL HAVE 26 CPPnLE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR V151BlTTY
2. FMDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6' ABOVE POOL
EXCAVATION Imo THE ANGLE OF REPOSE IS ALLONABLE
SHORING IS INSTALLED AT EXCAVATION AND SHORING
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETIL
" NO UNDERMINING OCCURS OR ENGINEER APPROVED IF
' COMPACHON TEST OF THE BACKTLLED WTEN& ARE
PRIOR TO THE POURING OF THE PATIO
STEPS
(ND SCALE)
STEP DETAILS
f. TRIAD IS IMH OF 10" WI.
2. RISER NOT WATER THAN 127 EXCEPT
MORE THAN (3) TREADS ARE USED
3. ALL STEPS TO BE SOW aMnE 3000
12 VAC FROM
POWER SUPPLY
1' PVC
CONDUIT
\— SCHEDULE 40 PVC SLEEVE
PENTAIR GLOBRITE-s TER
AMP 30 7 %, NO BONDING
OR GROUND
FUSION-FUSON POOL PROD REQUIRED
MODEL C4 A'
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
0 •
(2) #3 REBAR OR
(1) #5 REBAR
FOOTER DETAIL
(NO SCALE)
HAIR 8
JNER
CNNTWL3ONPM .
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
smu aHALWHa. DUAL Wig CMP 25506-32X VGB
PER FRC4501.6.s COMPLIANT 32" CHANNEL DRAIN
COMPLIANT WOH
2017 FLORIDA BUILDING CODE
LIM TO ASME/ANSI A112_199
32' CHANNEL DRAIN ANDSUMP
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 Puy
The maximum How 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 27 plumbing. The maximum now rating for this suction
fitting with the outer ports plugged and the center part open is 200 (PM (floor) and 168 GPM
(wall) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2' plumbing.
VSFHP165 PERFORMANCE CURVES
LL
ii
mTO
tU
±r
se
ug
Q
Z-laaarWx
T
0
20 -
1730NPM
lU Y
M
0 0 10 30 30 .•.. -661
LOW 39 GPM
HIGH 87 GPM
I WO 100 ila 130 130 140 HD
FLOW GPM
TREADS TO BE
SLIP RESISTANT CROSS BRACE
z
3 CONCRETE PATIO
n 11 /— BOND TO ANCHOR
PAVER PATIO
12"W x 12"D x30"L CONC.
FOOTING WITH (4)#3 BARS
18 GROUND WIRE
BONDING DETAIL for LADDER and/or RAIL
(NO SCALE)
REVIEWED FOB.
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCCC
DESIGNED FOR:
LOUDEN POOIS
HOLLEY RESIDENCE
9632 KNOLLWOOD IN
FT PIERCE, FL
RP0066790
DECK --\ 1 NOW OF WATERLINE TILE
I,{'—(j"I WATERUNE
�TMLLS
FLOOR SLOP_,---� 1 /3 Sn-FL ®12' 0/C EW. NOTneon cmr cuwi s �"�_ 6' THICK NITER
THAN II"
TYPICAL SECTION THRU POOL
(Fo SCM_E)
Pipe Size
6 fps
8fps
1'
16
gprT
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'
I17
gpm
0.09'
3'
136
gpn
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: --- ft_x 7.48(gol/Ft) = --- of
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: 11,600 gal / 300 = 39 + XXX = XXX
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be?•5 inch to keep velocity 0 8 fps max. ot_ 117 gpm Maximum System Flow Rate.
Return Piping to be 2.5 inch to keep velocity 0 8 fps max. ot_ 117 gpm Maximum System Flow Rate.
Main Drain Cover( SEE ABOVE J System Flow Rate must not exceed approved cover flow rote.
(Make and Model) See Engineering Page for Drain Configuration
Pump Model JANDY FLOWPRO 2 SP H.P. 1.5
Total H.P: H.Pa senicefactor.IH.µ a More must be 2 speed orvadahle speed
Filter Make JANDY CS Size 100
FI8er An. area based on 6hr.tunmlerflow rele Tool 9aL J360 nun. = Flow Hale
Divide G.P.M. by Camidge= Z75 or Sand =15 or D.E. = 2
Time Controller make ON PUMP Model-------
GOMMWs must Operate a mininsum of two speak
The Maher speed override is net an exceed one normal cvde or 24 his wftrllereris less
NppLL lipss ,10 �
ENg�GF��
7-2020
Dh1LROv611YLkM2
34ellse No. 68212
,IWood Drive* �e
k=, FT. N,12
-.,,, SAT E OF .:.�
i" /, i'—.1r1j1P1P"II V
***ELECTRIC NOT INCLUDED***
PRFPAM BY: r SHEET:
STEVE HORST 2
DRAFTING &
DESIGN SERVICES 3
(772)201-7846 borsfsteve@yahaocom