HomeMy WebLinkAboutConstruction Plans-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 D95% compaction
—Equipment Foundation 3'x7' cone. slab min 3.5" thick pour in
WHEN PROMIDED
SHALL BE AT 20" MAX
LOW THE
WATERLINE
SWIMOUTS
- <NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPEC11ON
auuri
Vacuum (In Hg) X 1.13
Feel Of Head
an,
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head t Pressure Head
= Total Dynamic Head
.5- SPA
MAIN ORALN
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4' THICK WALLS W/13 REBAR 012' O.C. EACH WAY
3' TO 6' - 6• TICK WALLS W/13 REBAR 012' O.C. EACH WAY
0' TO 3' - 8. THICK WALLS W/;3 REBAR OWO.C. EACH WAY
J F J J +
� 3 3
O�V
EXCAVATION! INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED.
• VV " SHORING IS INSTALLED AT EXCAVATION AND SNORING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
i • NO UNDERMIN64G OCCURS CN ENGINEER APPROVED IF ANY DOES
• COMPACTION TEST OF THE BACKFIRED MATERIAL ARE PROVIDED
PRIOR TO THE POURING; OF THE PATIO
MISC. NOTES
1. ALL STEPS AND SWMDUT BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSIIE
COLOR OF GEM FINISH FOR VISIBILITY
2. WNDIOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6' ABOVE POOL
10• MN
ew
n. STEP DETAILS
1. TREAD IS MN OF 10" WOE.
2. RISER NOT GREATER THAN 12• EXCEPT F
MORE TIM (3) TREADS ARE USED
3. ALL STEPS TO BE SQUID GUNIIE 3000 P.S.I.
STEPS
(HIT SCALE)
NOTE. ROM GRATE @
Y* PER Fr. saw WK_
WELL PONT PLUG FROM WIN
DRAT! 8 ATTACH AI%. PUMP
UNE MEN OPH)1NG POOL
OR GAP _
•: •., `.'A-- -
6•xfi TILE
GRATE SHALL
4• STAB
BE SECURED IN
INTERIOR
2500 FIBER MIX
PUCE SO
FINISH
4W TYP. WALL-3,000 PSI GUNTfE
THAT TOOLS
ARE REWIRED
FOR REMOVAL
''
STEEL-TEX FORM
OR KRAFT WALL
6' M.
TRENCH BRAIN
FLOOR
#3 012. O.C.B.W.
NOTE: FOR DEPTHS
GREATER THAN 6' ADD
TREADED
PLUG
a `'-
(1)13 COVE BAR 06' O.C.
GRAVEL BE
.,.
TO PUMP
TYP. WALL SECTION
& WELL POINT
(NO SCALE)
OVERPOUR OR CAP TILE
WHERE APPLICA E
6•x6' TILE
SPA BENCH 18•
BELOW WATER LINE
GRATE SHALL
BE SECURED IN
PLACE SO
THAT TOOLS
ARE REWIRED
FOR REMOVAL
TRENCH DUN
GRAVEL
TO JET
PUMP
TO AIR
VENT
WAT( LEVEL
6• TYP.
FLOOR
— 4• SLAB
2500 PSI FIBER MIX
W TYP. WALL-3000 PSI GUNITE
STEEL-TEX FORM
OR KRAFT WALL
#3 0 12. O.C.B.W.
rwar
SPA WALL SECTION
(NO SCALD
VENT LINE NOT TO BE
FURTHER THAN 40 Fr
FROM POOL 25' MAX
WET LENGTH
32" CHANNEL
DRAIN
l
SPA DETAIL
<Nil SCALE)
POOL PATIO
(y
FILTER
PUMP
IITO AR
VENT
g 12 VAC FROM
POWER SUPPLY
SIZE AS DETERMINED
ATER Z_ BY LICENSED ELECTRICIAN
LIGHT •:
I` PVC
POOLFINISH �. CONDUIT
SCHEDULE 40 PVC SLEEVE
NO BONDING
OR GROUND
�= •L REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(2) #3 REBAR OR
(1) #5 REBAR
ee
FOOTER DETAIL
(No WALL)
DECK 1 ROW OF WATERLINE TILE
HEATER FR ,3r_On "To'NE J
wLITRINATaR
\ WIX 5'-0"
LUffrPSWNE&
13 STEEL ®12' 0/C EW.
PULP W/ MMN a FLOOR SLOPES
LINT SIRNNER Tam sae soucpwLa
HEATER ^ s� THE STHE FLnw
Br PASS HA E moo
i��lll RE swm rwL
F T
ot0 ®E DEEP NNor , FM IN 7iaoi I
sPN ORN2
OWN 3x ����R
Paul- S")T CFVAAND" Vol, CLT�""
CN 01-1-aRNN
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC
SINGLE CHANNEL DUAL aunET CMP 25506-32X VGB
PER Fac4501.6.s COMPLIANT 32" CHANNEL DRAIN
CGMPUAN wHnH
2017 FLgLNM BUILDING CODE
LISTED TO ASME/ANSI A112.19.8
32• CHANNEL DRAIN AND SUMP
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 PU
The maximum flow rating for this suction hitting 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 (flow)
and 192 (PM (wall) when using 2• plumbing. The maximum How rating far this suction
fittiry 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.
VSFHP165 PERFORMANCE CURVES p00L
6 v"
S =
a> -
0
I.— M
w
S b
v
Q xAwPA
i 30
0 1]3a�M
< 1O
°OZ�
30earo
LOW PM
HIGH 76 GPM
17aoAI'M
9e 100 110 IM IM 14e Lao sae 170
FLOW GPM
Jandy FloPru Series Pumps
Max-RatadHFHPMI SPA JETS
TOM 0"awro NAM Ibw1aFM8(ipaelwwl
IFMaw�bw Rao
MIR
soon
■�K�jI
111
■1■■1■FR■■■■■■
=0
_1■_■■■■E■see
men
■■■■■■■■
1. Ir .a 150 rm T10 1W 1110 = 2%, xto M No rap
^_I -I N]R f PkA rw wa.c�.w.Awnw
13'-6"1
I8'—IrJ"'
6' THICK
TYPICAL SECTION THRU POOL
(NO SCALE)
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL PUMP
1. Calculate Pool Volume: --- --- 7.48(gal/R) = ----- gal
(Surface Area) (}overage Depth) (Volume in gollons)
2. Determine Flow Rate: 10,960 gal / 345 = 33 } XXX = XXX
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be 2 inch to keep velocity 0 8 fps max. at 82 gpm Maximum System Flow Rate.
Return Piping to be--2—inch to keep velocity 0 8 fps max. at 82 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 DrainConfiguration-
Pump Model DANDY FLOPRO VS H,P. 1.65
Total H.P.=H.Px marks besir. I Hp. or more Red be2speed avaidAe speed
FNer Make DANDY CS size 100
Poser min, area based a ft Wmovertbwrffie pal gal. /380 nun. = Flow Rafe
Di&e G.P.M. by CuMp =.375m SaM =15 a D.E = 2
Time Controller mi Model
Canbols must operate a minimum of two speeds.
The hiolner speed override is not to exceed one normal cede a 24 has, vAnchever is less
Determine Pipe Sizes:
Trunk Piping to be
ReturnPiping to be_
Main Drain Cover(-
Pipe Size
6 fps
8fps
1'
16 gpm 0.14'
21 gpm 0.23'
1.5'
1
37 gpm 0.08'
50 0.14,
2'
62 gpm 0.06'
82 gpm 0.10'
2.5'
88 gpm 0.05'
117 gpm .09,
3'
136 gpm 0.04'
181 gpm 0.07'
4'
234 gpm 0A3'
313 gpm 0.05'
6'
534 gpm 0.02'
712 gpm 0,03'
2-5 inch to keep ve Ity ® 8, fps max. at 117 gpm Maximum System now Rate.
2�5 inch to keep v locity ®8fps max. of 117 gpm Maximum System Flow Rate.
SEE ABOVE ) System Flow Rate must not exceed approved cover flaw rate
(Make and Model) See Engineering Page for Drain Configuration
Pump Model DANDY FLOPRO H.P. 1.5
TohaIH.P: H.P.xservicelacom.lH.Poralorematbe2speedavmiablaspeed
Filter Make N/A size - - - REVIEW
Filter min. area based a note an. hortow rate pod gsL/360 min. = How RMe �r
Divide G.P.M. by Gerbil=275 or Sand =15TRE=2 CODE COB
Time Controller make___ —VA Model — — — -- — —
N:atrda most operate artalNmamdtwo speeds. ST. LUCIE
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 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 9pm 0.05'
6'
534 qpm 0.0211
112 gpm 0.03'
DESIGNED FOR:
LOUDEN POOLS
BOYER RESIDENCE
2982 BENT PINE DR
FT PIERCE, FL
\\IIIIIIrrAAT
OXLL Ro 11,1/ i
EIHIS-?�t`���
W2111z72 :*
I Drive,*
34982
E OF
***ELECTRIC NOT INCLUDED***
PREPAREDBY: SHEET:
STEVE HORST 2 /
DRAFTING &
DESIGN SERVICES 3
(772)201-7846 horststeve@yahoo.rnm
FOR
.LANCE
IUNTY
Total Dynamic Head T
Calculation Worksheet < <1 z�n®royeries
brWIMyg.
Company: OUOEN Job vaha
Job Name. DYER- Mff SPEED Address:
C,vr..:l ShteZip Code:O
hesbachers Dam can Doty be added to me yNrowcells.Steps#1a2areforcalculating Pool VolumeInGIMMandWm Mbbshinga
..ever Irvin Gdl/one PN Minor¢(GPMf NNeWmamrmWIs WmWyeVaNl W,clickonme GPMcellWvheendofSWp#2andinput
Sow rere. then p.ceed. Step #3 Pmssing the RESET Eunon will c(earall inpmedinformalian to s.rt a new warhaheet. Wodshrer can be
enead. a Meorpdundfie (mare nderence.
.vlw1 Sy h,ni70N 'alcula[sco R�snli,
ysa c
Total Fdcbon Loss in FL of 50 28
1 Vol In, (TOH1
a 0 Total ftittion Lass in PSI 21.77
turbabon, ante is requi dto comply wi8,
,= `
.r
Versa Plumb Reduction Results
u RatentXous XRWOW6.Wn
F
sueeas6 6b .me43.78"
Calculate Tobl Leng[n al Sudion Pipe:(
r�
.
F
1.6^ H.93 0.313 a.m O.m
r 7.20 awl am am
2.r
air
0.038
om
9.10
r
3S7
_
0.013
ON
O.m
_
a• tin 0.m4 am am
fi• a84 OOm ON a.m
TOTAL 0.00 OAO
a f i , vo4 t
g ircd a A SF 25 & .t;e 24 Standards
76
a Pa' YMocXy8 rW..
10
3t3
in
152 13,83 5,99
TT11.930313
Om
O.m
aw am
am O.m
am
ON
TOTAL 16.96 7.34
Icuta. Tool
NMnber.IPipe
Fft n,a: (ln To.l pl each Sire
Fitti M Yellow Cells)
r
6
] 52
325
FaRMen ton,.
7.W
0.m
am
ON
RM War
2•
10
T32
978
IN
asw�l"am
Om
Om
2.5•
am
Dm.
aWmmro9m
9m
om
a.m
r
am
ON
FRel�w
O.m
Om
ON
O.m
am
am
l^
am
am
FRN1�w
ON
ON
am
am
Om
am
6
ON
amTOTAL
F'R
O.m
Om
ON
am
am
Om
yt ,R'
14.31
6.19
c I d1 Z1., ..
i
Suction tOive3rM
x
al8t ICalcuata
EW eon:
-
2.m
1 0.87 1
t•
_. 3 _
25
1.62
"
0]0
s 1 1Jandy3.We,V Iv
cone"' war
SOa9hIFbw Swr
2" 3
3.36 7.46
2V
am Om
r
am am
Select Jandy }Way V.1'.80°
sP
Flow Size.
I.a'
O.m
0.0
y"
am
0.m
2.5•
a•
o.m
o.m
Total S W Va.e Lass
3.36
1.46 -
select 7 FOW T and Sze_
LS 00 1 290 1l6
"y.
gStep # 13
ro i-a 0 . . FiCm,lAly
tl 1 e H. alWger p5]
®IIIIIIIIIIIIIIIIIII,IIIIIIII
mi'a
}way sin'. Input Numkm d
K' N. 3 any Valvb
l'- Lon
i t W
n F can Lces In P51
e
I
ENiiew 5,
V
exwi YaNe1 mwma,e,d
%pe9x CFediiii.
Fnmentw:
F dWaer
n w.. nrs1
=79 Near +red size:
A 50 11 6.32 1 3.w
Witold # 12
mRCdl Flmm lmsm Rlabm tine In,
ad We., P61
III�IIIIIIIII��
japd,®Series
byZODIAC.w
Total Dynamic Head Ta.YZdy,
Calculation Worksheet �J;'�. Pm/Series
bZAD1AC••
Company. OUDEN Dete. 5/b/1020
Job Name. OVER-LOWSPEEO address:
city,"Foleml State. FL Zip Code:O
Ins miabons: Oaes can only be added to the yellow odes. Steps M B 2 an, foroakni ooM Pool Voume In Gallons and esestab8shitg a
mmoverpte in Gallons PerMinuR (GPM). d Me tumpvercere Is Mready estadeshW, cock on the GPM [nays me emf of Step #2 and/nput
(low rate, lbm Proceed. Step 43. Pa sing the RESET bul.n wig char MI lnyumdinfmmalion.atYt a new wor4aha l Woraeheel Para be
asvW to a file or paned for Inure reference.
System TDH Calculation Results
yeYlaw cellsN s[urtars wwprhsbeYf.
Tan TNLorainFtM 13.44
Want (TON)
a n Total Frielian Loss to PSI 5.82
Versa Plumb Reduction ResaK9
TON RedIMBon 2.60
9yakent TM rich Vertu 10.9ti
Plant,
im1. ire GP59 t C 4 FSHn.)6 C�n,.i:rdz
Colonial, Thal
Lrngta of Suction
Pipe: (rapmanks
W
aA
....
1 5.ON Om
15"
r
m
Om
2N
(ION
mB
7TOTAL:..
Om
090
rMMwee
3-
tat
am
ON
am
a^
amt
ON
am
r
I anm
am
ON
0.00
0.00
i
IcWte TOW
S fps faturb VnIschyre u ed by APSP 15 & Title 24 Standards
dt RabNtt' RcorNb1e1146d VYatlq:.9 aw harowl
LS"
10
0.67
am
/7
0.018
152
128
ill.O.m7
24
a=
O.m
3•
42
O.Om
am
r
n
MOM
13.62
am
36
011m
TOTAL
am
1.57
alc, late TOG(N inner of P.pe Fittings: nput
TOG( of cacti Sae
FiH g Yelicw
Ce s
15"
i.'o0
ON
Frimpn eosin
Rat.
tfip
O.m
ON
Om
0.0
ON
r
t0
3
2
1.45
0.m
FRvoks,
1-16
Om
Om
0.12
0.17
am
2.3•
ON
ON
Rimini bass el
ONam
ON
ON
am
a
3•
am
Om
FIRslearn
am
ON
Om
Om
am
am
r
Om
om
flbants.
ON
am
O.m
O.m
O.m
Om
Rd Wad
8
0.m
Om
nlRmedl fa
0.m
000
ON
am
Om
o.m
-anine
TOTAL
3.05
1.32
m�
I 1 e Statc SueWn 8 Discharge Lifl aI
� 200 08T
STEP::!
Inµ LaoF
towel Nepes.
bdMdute ekska"
asin
uon.EYIXwa
Rem.Fabole
RewmgM= ,R.dWamr
ruction Louie P51
7f-♦
Y
3 »aY vaM IIgIrt Nu.6n,f
Pepe Six 3.waY Valves
Fnllior lmain FL FnamLcss in v5l
MWdle,
Step # 9
sekex FRtlT RM1f6wrW[m�+n.. Yii �lanal.
IIIIIII��IIIIIIIIII�
Store a 11
MIN
xbc InW. sM1 FrMkf
Valve FLC1'r
IIIIIIII�IIIIIIIIIIIIIIIIIIIIIII,IIIIIIIIII
•e#9Y,
Step # 13
wren. noo :3e
valve et dwaw m
II \1
3Phic he Inpm'va cF
Rye AC 3�»ay YaNu
FWIm Wn
F MWrer
r icGw tan in PSi
'lam\
`QI
AO142 t1mAVihes
h.n
RdWWrtr
F "z line r. vs;s�
Step # 10
,,. Mw Fn9mlos klSm Lassin
iL M Wabr p11
Step # 12 -
SAect San Cal F, of FWasNFnttwnlms-n
Ft IX cti FP51�
II��IIIIIIIII�
J-47-70 -Pro Series
byZOD1AC
Total Dynamic Head T (�
Calculation Worksheet �lanP,o�eries
__ b2OOLRO`
Company: OUDEN -� Job #. Oala'�
Job Name: DYER -SPA Address:
CkylTc..f State. FL Lp Code.'
Instructions: able can Onlybe addedthe yel.wcWs. Steps #14 2 am for cakvleting PoOt Volume in Gaaans and fi restabliahing a
NmwerrMe In Gallons Par Monte (GPMf. X Me tumovermtels Mready eslaN$hed. Oise" the GPM cell at me eMOfSNp #2 Wdinput
Maw n., then proceed. Step 13 Preying Me RESET hu u n wi f oh mall inpaFnd inlomaadon loaner a new wwAMtaet Wolketlaetgn eta
seed toe Me orpdnnW for future reference. ..
ya.cw I -a ,,,- rtd P,w worR.neeL '.I System TOH CakuleOmr RseWtr
TOW Water (TOMN) FLose in FL of 39.40
a: H)
a 0 Total Fricadnt.asitiml 17.06
uurnovar tale. required. compy vrith
APSP 1S aW Tide24 Standards Versa Plumb RetlOctlOn Results
Idver alb 9 .Odra:: TON RWuP41On 9.20
6 360 98 gxnb Sy n. TI3X Pil os 30.20
.:,.+A br dnSp I 3 i Fo !b
Calculate Total Lefingth of 6u Iron tic RC
w
i.r 15.39 1 0.502 ON ON
2^ SH alts am -' am
2.r
yes
o.oez
am
"am
r
a21
0.011
0.m
O.m
a•
2A5
a.Om
am
1 0.m
1.
1.011 1
0.001
1
am
IO.m
TOTAL
0.00
1 0.00
3;p tot
on i by AT'P 15 a Title 14 Standards
98
aku0f1#
m
.i awl
1.r
16.39
0.5m
/0
5.02
Ill
r
9.41
01tl
t91
2.6•
a66
0062
3,37
r
421
DmI
am
r
2A5
am
am
!4.89
6•
1m
O.mt
TWAL
ON
11.30
alc.i:.. IoGI
N umber n1 P pe FHings(Input Total
of Paco Size Fiftins in Yellow
Cells)
16.05
6.95
Frimmimsm
is.m
am
ON
_
am
ON
0.m
RMtWYe
r
3
4
2
5.01
2:18
F w
2A2
ON
am
1.17
125
Om
a gaves wM
a
2.e•
9
5.00
I.17
Fddwn lwem
450
am
am
0.19
am
ON
Mdwa
3•
O.m
am
sMae.
ON
Om
ON
0.m
ON
am
r
Om
O.m
"15;Yr'
0.00
om
ON
o.m
aOM0.0.00R
Wa
ON
am
PRyfsw
ON
ON
Om
am
Om
Om
TOTu -
26.10
11.30
beep P o
'.,1"',,1 e 1 Emm LFISon Wiby
d tak a ess n FLolia., YSI
3waYV Me liwm NumbndFC
ntwamF
Y
PIµ Fu 3waY Yale
of Walel
,eaan Laren
Step # 9
e.-5xlnfil
FMcnlmsFrcNon
Tessin.
F
d Watrr
PS(.
�9
Ydue R.d Water QI
step # t
treat fen of 4put xum6efN tntlMEvk rrletiml F rt r �
Reaalx FYeWll Rem. EY^l`uitr 4Nwn dpx Raw r ?" ,c .oil l,.
SfIectJ ndY Check Valve
St eln FawS[e
i'
Wai61R
�. •aabk.
O.m
O.m
2"
0.00
0.m
2A•
O.m
OAO
r
Om
am
Shen Jan Creech Valve
90' Flois w check
W,UP
flaw
I.P
0.00
ON
r
ON
O.m
2.5•
0.00
0.0
TWleneck Vahe loss
0.00
0.00
Step # 10
Sekat Neater FMN L m Fr✓.tim lomin
.'aftesh, !F�51
I�IIIIIIIIIIIIII,IIIIIIIIIY�
step # 12
I
,#,N iritMnLw in 'noon.;
FI d Wafer 1➢St�
Illllll�lllllllllllllllllll,llllllllly'6'�
janqy,-,es
b. ZODI ti;
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