HomeMy WebLinkAboutPOOL PLANSFuture htr
THESE PLANS AND ALL PROPOSED WORK
FARE SUBJECT TO ANY CORRECTIONS
'REQUIRED BY FIELD INSPECTORS THAT
::` MAY BE NECESSARY IN ORDER TO
amiss COMPLY WITH ALL APPLICABLE CODES.
1JV7'QZFPW7I0JV I DIRECTIOJVS TO SITE
PAYUK ELECTRIC
PLUMB FOR FUTURE
HEAT PUMP
BABY BARRIER GAS ENIA 7 US-1
CUSTOMER HAS 9
EXISTING FENCE is
SUN SHELF -SO S.F. PAYUK ELECTRIC
SAEGAR
File COPY
� o?-0110
LUCIE COUNTY BUII. I�(D 5ION
REVIEWED FOR
UV1EWED BY y;
DATE
PLANs AND r 1 ST BE KEPT ONJM
OR NO INSPECTION WILL BE MADE.
0WIVERSIVA11W A"DJRESSdrTzLJ. #
RYAN & TRACY
SWINSKEY
1206'WHITE OAK
LN. FT. PIERCE
812-6447
DESICJVED BY
CEOACESTOJJIEY
CELL-772-971-0419
LOUDEN POOLS
4306 S. US-1
17T. PIERCEjFL
772-465-2700
41 YEARS- I,NBOSIJVE:SS
i NARVEYE.KOEHNEN
Professional Engineer 32831 I
7`06 Elyse Circle
Port SL Lucie, FL 34962-3212
Il (772) 489-3035 fex
HARVEY E. KOEHNEN
Registered Architect AR.9471
7205 Elyse Circle
Port St. Lucie, FL 34962-3212
(772) 489-3036 fax
�
7 7�2�13
EQUIPMENT LIST
2-300
W. LIGHT
2-300
W- TRANSFORMER
1
1vNX ROX
1
SKIMMER
1
MAIN DRAIN
0
HYDRO JETS
3
RETURNS
Vac stub
POOLSWEEP
Nano-saI
CHLORINATOR
Start-up
CHLORINE
150 gpm lands FILTER
2hp 2speed lands HP PUMP
Plumb only
HEATER
0
SLIDE
0
DIVE RD.
0
HANDRAIL
0
STEP LADDER SS
1
VAC SET COMPL.
s0
LIEr DECK-O-DRAIN
763
SQ. IrT- PATIO
841
SQ. ST. CAP
SCANNE:
Gallons=
BY
13,275 St. Lucie Cou )
—Water
Velocity —Max 8ft/sec
os per FBC 2010-R4101.6.3
—Pool
Barrier to comply
with
FBC 2010—R4101
—Skimmers comply with
FBC
2010—R4101.21.1
— Equipment
Foundation
3'x71
cone. slab min 3.5" thick pour in place
—Water
Heating equipment to
comply with FBC 2010—R4101.
SWIMOUTS
(NO SCALE)
Vacuum (In Hg) X 1.13
Feel Of Head
?
Pressure (PSI) X 2.31
Feel 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
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/13 REBAR 012" O.C. EACH WAY
0' TO 3' - 8" THICK WALLS W/13 REBAR 012" Go, EACH WAY
NO '• REMOVE GRATE &
Y• PER FT-�i
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUX. PUMP
LINE WHEN EMPTYING POOL.
aVERPoUR DR CAP TEE
WHERE APPU'AtaE •. • • :', ti' ;y • .:
Syr.:
6"x6" TILE
\'!)•: ;'.•:
GRATE SHALL
4" SLAB
BE SECURED IN
INTERIOR
2500 FIBER MIX
PLACE SO
FINISH
4' " TYP WALL
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
STEEL-TEX FORM
OR KRAFT WALL
6' TYP.
TRENCH DRAIN
FLOOR '"
#3 0 12" OA.B.W.
NOTE: FOR DEPTHS
GREATER THAN 6' ADD
TREADED?f;
r'
" • r`. •
(1)#3 COVE BAR 06" O.C.
PLUG
a
GRAVEL BE
TO PUMP
-
TYP. WALL SECTION &
WELL POINT
(NO SCALE)
WATER LEVEL
POOL PATIO
6
ft.,9
1 T . FROM
• POWER
SUPPLY
3 fQ
Z 1" LIGHT
CONDUIT
3
3
UNDERWATER LIGHT NICHE
LIGHT
`
" •,
APPROVED
C�
NICHEIN i ASEA ' ' GROUND CLAMP
F�
GUNITE
patq
•1' ! CONTINUOUS BOND WIRE
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
POOL FINISH '-. COMMON TO POOL STEEL,
SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
RAILS & EQUIPMENT
FFICIENT TO URE OR SETTLEMENT
OCCURISSORROM ENGNEER10N
'UD
UNDERMINING IF ANY DOES
UNDERWATER LIGHT DETAIL
' COMPACTION TEST OF THE BACKnLLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
(NCI 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 RAISED +6" ABOVE POOL
to" MIN
4
R
t
i e
STEPS
(NO SCALE)
STEP DETAILS
1. TREAD IS MIN OF 10" 'MOE.
2. RISER NOT GREATER THAN 12" EXCEPT IF
MORE THAN (3) TREADS ARE USED
3. ALL STEPS TO BE SOLID GUNBE 4000 P.S.I.
Cw".-
THESE PLANS AND ALL PROPOSED WON
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY IN ORDER TO '
ONIPLYWITy ALL APPL1CABi E CO9ES,
PIPING SCHEMATIC
' HAA &
MNER
CUSTOM MOLDED PRODUCTS INC.
CMP 25506-32X VGB
SINGLE CHANNEL DUA1 OUTLET COMPLIANT 32" CHANNEL DRAIN
COMPLIENT W/107.2.1 OF THE
2010 FLORIDA BUILDING CODE
32' CHANNEL DRAIN AND SUMP
25506-320-000
"THREE 2" SOCKET x 2.5" SPIGOT PORTS
DEBRIS caa, RF7LUDEO
'38.79in' OPEN AREA
elAMPO 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
filling with the outer ports plugged and the center part open is 200 GPM (floor) and 168 GPM
(wall) when using 2.5" plumbing and 184 GPM (Boar) and 176 GPM (wall) when using 2" plumbing.
FloPro (FHPM) Pump Curves
IN
.... _ -.- ...
IEJ
IN
Lu
70
.:HPM ].5
so
IN
4e
Fe1.WA 70 ...
.:
'o
FwM2.0
M
_..
PHRM ie
toFH#m
Lew 3, ea
FHPM1 "ai d
OoQ
to zP s <a sP eo
70 a zo too no 120 IN uo tea IN M tea 190 zoo 110 va zso zoo 2"
�2
FLOW GPM
ffV.90
HIGH
RP0066790
DECK ___\ I ROW OF WATERLINE TILE
—6111 WATERLINE
r MAX 6 _o"
1 #3 STEEL 0 12" O/C E.W.
FLOOR SLOPES 6"
i a0R SLOPE _L PF M t of
REASONABLY UNGORM AND
SOMPLY WITH ARTICLES s e 1
IHBD-5u NE SLOPE OF DiF FLOOR FROM
THE SNILOW END WALL
TOWARDS ME DEEP AREA SHALL
NOT EXCEED 1 FDm IN 7 FOOT
12'-0"I
TYPICAL SECTION THRU POOL
(NO SCALE)
w Copy
Pipe Size
6 fps
Ups
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
110'
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°
1 534
gpm
0,02'
712
gpm
0,03'
OAS
SHALL
to
mu
GREATER
THAN 11
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1, Calculate Pool Volume: ___ft_===_x 7.48(gal/Ft) = _________gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: __ 13L275___ gal / ___315_______42____+_%XX ___ _XXX____
Determine Pipe Sizes: (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rote) (System Flow Rate)
Trunk Piping to be_ 2.5 _inch to keep velocity ® 8 fps max. at 117_gpm Maximum System Flow Rate.
Return Piping to be_ Y_5._inch to keep velocity 0 8 fps max. of 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 JANDY FLOPRO FHPM H.P. 2.0
Total H.P.=H.P.x SeMce factor. I H.p. or more must be 2 speed or variable speed
Filter Make JANDY CS Size 150
Fitter min, are; b;ssd an 6a. turnover flow rate pool gal. I360 min. - Flow Rate
OMde G.P.M. by Cartridge =.375 or Sod =15 or O.E. = 2
Time Controller make INTERMATIC Model PE 35300
Controls must operate a minimum of two speeds.
The higher speed override Is not to exceed one normal cycle or 24 has, whichever Is less
11�.YISf►1AT1]�IT:71
LOUDEN POOLS
SWINSKEY RESIDENCE
1205 WHITE OAK LN
FT PIERCE, FL
Copy
ENGINEER: HARVEY E. KOEHNEN
PROFESSIONAL ENGINEER PE32831
72M ELYSE CIRCLE
PORT ST LUCIE, I L349.;2-
(772)J,89-3033 fax
s
7/46
M