HomeMy WebLinkAboutSWIMING POOL SPECIFICATIONSFILE C PY
Total Dynamic Head
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Calculation773ries
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Job Name: MURRAY-HIGH SPEED Address: 12701 SENT PINE OR
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Total Dynamic Head
Calculation Worksheet anPmySeries
Company: LOUDEN Job it. Date: 7/11/2D18
Job Name: MURRAY-LOW SPEED Addmss: 12Ml SENT PINEDR
aty?own: Show: FL Zip Code.O
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TILE CAP FLAT • GI *'Se
STEPS
LH V/_T- OVERPOUR %<
...�.� 'TOP OF WALL,
TOP OF SKIMMER
1_..V
` vCONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
FILE COPY
APPROXIMATE VOLUME IN
APPROVED By
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
l[ --"
FILE COPY
To e "'i4t�e v 7 -&5-0 o
�j ST. LUCIE COUNTY BUILDING D ION�j
/t REVIEWED FOR COMPLIANC/If%sl
OCWTMAICn eV _ . "t I
Lude County
PLANS AND PERMIT MUST BE KEK N JOB
SITE OR NO INSPECTION(S) WIL BE MADE
— 31cp W. LIGHT
c;- W.7RANSFOMM
JuNx Box
SKIMMEtt
MAIN DRAIR
1iymo im
Sias ,
POOLS \ �f LJ 8
WATOR
�t `�' C; 1t ORIHIE
•�'^' ' '"• f4p PUMP -"ate we -
HEAnR
�� SLIDE
- Dm BD.
r.�....�r• HANDRAIL
•'� STEPLADDER SS.
VAC. SET COMPL.
LFDECK-0-DRAIN
•"73— LF DRAIN FIELD
= SQ FT. eoli!;t PATIOtt. .
ZPO SO FT. CAP Bi9dd=rbf 04
0-t
APPROXIMATE TURNOVER RATE HOUR8 MIN I
"CERTIFIED POOL CONTRACTOR NO
I
1
as -rim WO-IT40 2064 0
TILEPNOtt NOS I JOB No
3-1S 20SWIMMING POOL
BY
PLAN SCALE tv+rm 7 l (�j,,)?' }�W • 'Y k�,.
PS / OF '� P08 T> lZ T C eks,0 /�4,Rma
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NDIL REMOVE GRATE & YN° PER FTC MIS N SLOPE '
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUX. PUMP OVERPOURR OR CPP TUE(2) #3 REBAR OR
LINE WHEN EMPTYING POOL EREis
6"x6"TILE (1) #5 REBAR
—Pool construction complies with FBC 2017, ANSI-7, ANSI-15 GRATE SHALL +' SLABp BE SECURED IN INTERIOR 2500 FIBER MIX
—Water Velocity —Max 8ft/sec as per FBC 2017—R4501.6.3 PLACE SO FINISH 41¢' TYP. WALL-3,000 PSI GUNTE
—pool Barrier to comply with Section R4501.17-6th edition FBC ARE THAT TOOLS REQUIRED 8"
—Skimmers comply with FBC 2017—R4501.21.2 FOR REMOVAL STEELOR K�TEX FOORLM
—Soil bearing capacity assumed 2,000psi @95% compaction 6" TYP.
—Eguiament Foundation 3'x7' conc. slab min 3.5" thick pour in place TRENCH DRAIN FLOOR NOTE: FOR FOR �PnWs 8
41 GREATER THAN 6' ADD
TREADED
;: ". `�F (1)#3 COVE BAR 06' O.C.
V✓ � J
GRAVEL BE TO PUMP --�
TYP. WALL SECTION & WELL POINT FOOTER DETAIL
(NO SCALE5 NO SCALE)
DECK 1 ROW OF WATERLINE TILE
WHEN PROVIIDED PRESSURE GAUGES INSTALLED ON
SHALL BE AT 20" MAX FILTER PUMP FOR FINAL INSPECTION
BELOW THE CHLORINATOR FILER *3 r—O5r WATERLINE
WATERLINE MAX
4'-6- L Wells
SLQEE
PUMP W/ MR & NOT
one+., w, UgtlS LINT STRAINER LEVEL FLOOR STEEL 0 12" O/C E.W. 6` THICK THAN 11
is" FLOOR • OPE SAL sr
*°OV R166ONCOMPLY Iffill ARTICLES 5.6.1
Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31 SY.1bMEW THRU 5.83 txr SLOPE OF THE A rns nmu
Feet Of Head Feet Of Head �� IU• THE snare Ent WAU
TOWN= THE DEEP AREA aHNL
NOr MCEED I r00T IN 7 i00T
Vacuum Head + Pressure Head Qp0 3,3iasN�u"E 6'-0" 1T—B" 2'-6"
= Total Dynamic Head cwTNa oil
26'-0"
SWIMOUTS PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(NO SCALE) (NO SCALE)
POOL PATIO CUSTOM MOLDED PRODUCTS INC.
WATER LEVEL ,)
HYDRO —STATIC RELIEF '.. .! •• •° "ri•x e•: SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB
DEVICE INSTALLED IN § ~A,.::, PER fRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
AREAS THAT EXCEED 1' COMPLIANT Mmx
WATER TABLE IN SHE12 VAC FROM 2017 FLORIDA BUILDING CODE
POWER SUPPLY
'•3 ' S ZE AS DETERM NED ICTED TO ASMEAANSI A112 19 B
Li Li
TRENCH DRAIN
Z �
S'•;.
BY LICENSED ELECTRICIAN
_ ..... _. _.-
_. -._ - - _ __
:.
:. •
r.
1" LIGHT
32° CHANNEL DRAIN AND SUMP *5
2•g
•4 ;'..
CONDUR
25506-320-000
UNDERWATER
LIGHT NICHE
*THREE 2' SOCKET x 2.5" SPIGOT PORTS
LIGHT
. r=
*DEBRIS GUARD INCLUDED
To GRANS.
*38.79in? OPEN AREA
APPROVED
*IAMPO LISTED FLOW RATES
2 5n
NICHE ENCASED
"
GROUND CLAMP
*WHITE PVC BODY
IN GUNDE"
r
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
MAIN DRAIN},'
CONTINUOUS BOND WIRE
POOL FINISH
COMMON TO POOL STEEL,
The maximum flow rating for this suction fitting with the center port plugged and outer ports
RAILS & EQUIPMENT
open is 308 GPM (floor) and 212 GPM (well) when using 2.5' plumbing and 268 GPM (floor)
POOL DETAIL
UNDERWATER
and 192 GPM (wall) when using 2' plumbing. The maximum flow rating for this suction
LIGHT
DETAIL
fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM
(NO SCALE)
(No
SC )
(waM when usi 25' lumbin and 184 GPM (floor) and 176 GPM (w:16 when usin 2' Aumbin
Pipe Size
6 fps
Bfps
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
0.10'
2,5'
88
gpm
0.05'
117
gpm
0.09'
3'
136
gpm
0.04'
181
gpr*T
0,07'
4'
234
gpm
0.03'
313
gpm
0,05'
6"
534
gpm
0,02'
712
gpm
0.03'
ng P 9 9 P 9-
Jointly FlaPro Series Puny
OUTSIDE ANGLE Of REPOSE MaWRdted(PH PM)
6' AND FURTHER — 4' THICK WALLS W/J3 REBAR 012' O.C. EACH WAY Fpawm.E ' &ftF'sll�ndi Determine System Rewired: 35 lnFlow Rote: Minimum Flow Rate
3' TO 6' — 6• THICK WALLS W//3 REBAR OW O.C. EACH WAY Y q gpm per skimmer
0' TO 3' — 8' THICK WALLS W//3 REBAR 012- O.C. EACH WAY Im 1. Calculate Pool Volume: =_ft_x 7.48(gal/Ft) = —=gal
w
� Surface Area Average Depth Volume in gallons)
2. Determine now Rate: 7,994 gal / 210 38 __+_XXX =_XXX
eft (Volume) (Turnover Minutes) (Pool Flaw Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be--2.5 inch to keep velocity ® 8 fps max. at_ 117 gpm Maximum System Flow Rate.
Return Piping to be 2S inch to keep velocity 0 8 fps max. at 117 gpm Maximum System Flow Rate.
�s Main Drain Cover( SEE ABOVE_ ) System now Rate must not exceed approved cover flow rate.
�. J �• w (Make and Model) See Engineering Page for Drain Configuration
3 3 3 50
N 5a
O�(� Y YrL I
'r` \ EXCAVATION IN 0 THE ANGLE OF REPOSE IS A DWAB E PROVIDED: " ew YA .w , Pump Model DANDY FLOWPRO 2 SP H.P. 1.5
v�`� • SHORING S INSTALLED AT EXCAVATION AND SHORING SHOULD BE ,a Total H.P: H.P.x servkefactm. l H.p. or more must be 2 speed or variable speed
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT+w, FlRer Make DANDY CS SIiB 100
t • NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES w o
• COMPACTION TEST OF THE 8*CKFILLED MATERaL ARE PROVIDED I ,x,1 �° Y �°f.,�° m m m IN 1. In ,so 1. IN IN In in IN NO aw me va M me Filler min.amabawdm6hr.turnoverflowratepdoIQW./3BOmirL=Flow Rate
PRIOR TO THE POURING OF THE PATIO LOW "� �' '•' n°r sye,aWns nrrurnuq D'IVMeG.P.M. by Caddtlg8=875 or Sand =150r D.E.=2
0P"^ Time Controller make INTERMATIC Model T40004RT3
Controls moat operate a minimum of two spears.
The highere ovndds s not toameed one normal cycleor 24 hrs whichever is less
M NOTES
1. ALL STEPS AND SWIMCUT BENCH EDGES
WILL HAVE 2x6 FAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. FNNDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6' ABOVE POOL PROFESSIONAL
YARAS
PROFESSIONAL ENGINEER PE-73011
10• MIN 12II5 gdLPIare N _
• WeAI'1'plmReasTi FL- tl•
a
DESIGNED FOR: LC :
' < , STEP DETAILS LOUDEN POOLS
1. TREAD IS MIN OF 10' WIDE. MURRAY RESIDENCE ***ELECTRtCN0T,4NOhUDED***
2. POSER NOT GREATER THAN 12• EXCEPT IF
S RE THAN
STE(3)S TOBENDS ARE USEDUNITE 30oD P.S.I.2701 BM PINE DR PREPARED ay: - ". - SHEET:
Ff PIERCE, FL STEVEIMT- 2
(NO SCALE) A DESIGNS RVICES
(772)201.789 horststeve@yakoo com 3
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