HomeMy WebLinkAboutBuilding Plans✓VERIFY ACCESS IN FIELD
✓ HAUL FILL
✓ TRUE CLEAR SALT CHLORINATOR
✓ELECTRIC BY PAYUCK ELECTRIC ....337-4197
✓ SCREEN BY THE PORCH FACTORY
4' stem wall as needed
32 IL
Ft. Pierce, FL 34982
PH: (772) 201-1634
EQUIPMENT LIST
WALL
1 300 SF 72 LF 8.415 GALS I
rME0�.REV® FOR
CODE C' OMPLIANCE
ST. LUICIE COUNTY
BOCC(q,
COLONA RESIDENCE
3371 HATCHER ST
FT PIERCE FL
1-508-648-1000
Louden
BONDED POOLS
OWNERS SIGNATURE
OWNERS HEREBY ASSUME AND AGREE TO THE -
PROVISIONS OF THE CONTRACT FOR POOL
CONSTRUCTION, AND APPROVE THESE PLANS h
WHICH ARE MADE APART OF THAT CONTRACT `
L
FILF
EDWARDS RD Opy
HATCHER
za r— Gf
REVIEWEcFOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC Q
NM REMOVE GRATE A: A* WN ER
WELL POINT PLUG FROM AWN
DRVN A ATTACH Aux PULP ownia ue OR coo WE (2) #3 REBAR OR
LINE WHEN EMPTYING POOL WHERE APPLICABLE Y Y- �''
6•x6•TILE —'� " (1) #5 REBAR
GRATE SHALL 4' SLAB
—Pool construction complies with FBC 2017 ANSI-7 AN 1-15 BE SECURED IN INTERIOR 2500 FIBER MIX
PLACE SO FINISH 5
—Water Velocity —Max 8ft sec as per FBC 2017—R4501.6 3 THAT Toms e' TYP. WALL-3,000 PSI GUNTTE
"
—Pool Barrier to comply with Section R4501.17-6th edit on FBC ARE REQUIRED% 8
FOR REMOVAL SIEEEL—TEX FORM
—Skimmers comply with FBC 2017—R4501.21.2 OR KRAFT WALL ;
—Soil bearing capacity assumed 2,000psi D95% com act on FLO6" OR' =
-Equipment Foundation 3'x7' conc. slab min 3.5" thick our inFRENCH DRAIN NOTE: FOR DEPTHS 8
1: GREATER THAN 6' ADD
lace or approved Hurricane Rated recast equipment ds TRFAOEO '
—Water Heatingequipment to comply with FBC 2017—R4 01 PLUG ' : ' (1)i3 cow 04R ®6 D.C.
i
GRAVEL TO PUMP
TYP. WALL SECTION & WELL POINT FOOTER DETAIL RP0066790
(NO SCALE) (NA SCALE)
J8 COPPER
TO Gfl10
WHEN PROVIDED DE(x /Now of WATERLINE TILE
PRESSURE GAUGES INSTALLED ON
SHALL BE AT 20" MAX FILTER PUMP FOR FINAL INSPECTION HEATER , „ WATERLINE
BELOW THE WATERLINE AND HORIZONTAL TNSTALL CHLORINATOR NUD 3 —0
WALLS
VISUALLY SET APART 1411W W/ NA1R a MA 4'-6" LILT �
FROM POOL Lffi S RMNER 13 STEEL 0 12- O/C Ew. NOT
Pura ur LEVEL FLOOR SLOPE
?UOL RETURNS �� 6" nwac GREATER
iM1
18 COPPER FLOOR SLOPES THAN 11'
te• � ',,• ••`• ro G� HEATER FLOOR SLOPE SFWL ff
�BY-PASS M:AS IMILI UNIM
♦
n ERTICiAL INSTALL �g QM " MM "`CL'S S.6T
Vacuum (In Hg) X 1.13 Pressure (PSI) X 231 9Ww^^- TIMLi6.1
Feet Of Head Feet Of Head IHE `I��
RI
PoolBond PB-2008 BE E A
ND . cu.,U
TYP. her RUED I Feel IN 7 M
Install in Plumbing T at least 3" Below
POOL SOLID Vacuum Head + (Pressure Head Water level in Return Piping.install 3 Oslo 9'-0' 15'-0„ 2'-0„
STEEL GUNITE = Total dmic Head in sprinkler box for easy access cry Kra+ 215,-0
SWIMOUTS WATER BOND DETARS FOR PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(FA SCALE)
NICHLESS LIGHT SYSTEM (No )
POOL ILICHF
�I
JUCCTW Box CUSTOM MOLDED PRODUCTS INC.
HYDRO —STATIC RELIEF YARD BY SINGLE CHANNEL DUAL aunEr CMP 25506-32X VG®
BEVME WALLED IN Z POOL PATIO EQUIPMENT PER FRC4501.6.G COMPLIANT 32" CHANNEL DRAIN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL WATER LEVEL ..^:. •:" "' "'�..�' Compu ff wm1
2017 FLORIDA BUILDING CODE
LM TO ASME/AN51 A112.198
TRENCH DRAIN
12 VAC FROM
Ll
UNDERWATER � 4-�, , :POWER SUPPLY
32" CHANNEL DRAIN AND SUMP
LIGHT i SIZE AS DETERMINED
25506-320-000
A
BY LICENSED ELECTRICIAN
'THREE 2" SOCKET x 2.5" SPIGOT PORTS
To aAF
'DEBRIS GUARD INCLUDED
POOL FINISH
•38.79in? OPEN AREA
---•f.. I" PVC
'IAMPO LISTED FLOW RATES
2„
SCHEDULE 40 PVC SLEEVE CONDUIT
`WHO PVC BODY
'COVER GOES OVER BODY TO GIVE FINISHED LOOK TO
MAIN DRAIN
NO BONDING
OR GROUND
The maximum flow rating far this suction fitting with the center port plugged and outer ports
REQUIRED
open is 308 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor)
POOL DETAIL
NICHLESS UNDERWATER LIGHT DETAIL
and 192 GPM (wall) when using 2' plumbing. The maximum flow rating fa this =ban
fitting
with the eater ports plugged and the center port open is 200 GPM (floor) and 168 (PM
(NO
(NO SCALE)
(wall) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wait) when using 2" plaoft
Pipe Size
6 fps
8fps
1'
16
gpm
0.14'
21
gpm
0.23'
1,5'
37
gpm
0,08'
50
0.14'
2'
62
gpm
0.06'
82
gpm
0.10'
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'
534
gpm
0.02'
712
gpm
0.03'
OUTSIDE ANGLE OF REPOSE
Ja"dblax RateSeries
(F sPMj
6' AND FURTHER - 4• RACK WALLS W//3 REHAB 012" O.C. EACH WAY
Jr TO 6' - 6• THICK WALLS W/#3 REBAR 012- O.C. EACH WAY
aeropwmb FMat rowa, M1rSwwmlwll
t„ redo w'I°4 Fad
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
0' TO 3' - 8' THICK WALLS W/13 REBAR 012" O.C. EACH WAY
1. Calculate Pool Volume: --- ft_x 7.48(gal/R) _ -- gal
CONC. POOL DECK
w
(Surface Area) (Average Depth) (Volume in gallons)
m
2. Determine Flow Rate: 8,415 gal / 255 = 33 + XXX = XXX
m
,a
(volume) (Turnover Minutes) (Pod Flow Rate) (Feature Flow Rate) (System Flow Rate)
e n.
Determine Pipe Sizes:
3 k.
Trunk Piping to be 2 inch to keep velocity 0 8 fps max. at— 82 gpm Maximum System Flow Rate.
m
(1)#5 BAR CONT.
)#
,a
Se
Return Piping to be�_inch to keepvelocity 0 8 fps max. at 82
Y D gpm Maximum System Flow Rate.
Main Drain Cover( SEE ABOVE ) System Flow Rate must not exceed approved cover flow rate.
Q •- Q ` ¢ '.
®
S6
(Make and Model) See Engineering Page for Drain Configuration
3 � 3
rM1.
c0 LID
X
v 8" CMU, ALL oJ
�4
�(Q
CELLS FILLED
^
w.'UNki
of
I
3000 PSI
,
DMATKIN INTO THE ANGLE OF REPOSE IS ALLOWABLE PROMIX
Pump mod JANDY FLOWPRO 2 SP H.P. 1.5
��' • SHORING T INSTALLED IL EXCAVATION ER AND OR SETT SHOULD BE
Ca
� SUFFICIENT TO SECURE SOILS FROM EROSION OR SEfIIEMENT
F
LOIN H.P: H.PxsendcehclontH.p.snare must het speed avadaNe speed
a
.w
• ; , #' • La UNDERMINING DOM OR ENGINEER APPROVED IF ANY DOES
FILL
_
^,s
"
Filter Make JANDY CS Size 100
�w ��ff e m ec roc rm m ens IN rwx rm 1. tm ma.+o. no m wa is
OW JJ G
•.COMPACTION TEST OF THE BACImLLm MATERIk ARE PROVIDED
PRIOR TO THE POINWIG OF THE PATIO
Fitermin. arml on6hr. tarauerfDwmtepnd�.I360min.=Flow Rate
MFwNw
Divide G.P.M. by Carbidge=.375 a Sand =15 a D.E. = 2
PrMl,eromw
Time Controller make ON PUMP Model —
#5 BARS @24" O.C.
Gono-osmust operate amnkumofInspeeds.
GRADE VERTICAL
The higher sd=11 is not to exceed am normal a24hrswlidl iu ,..
0 1 •—O"
�jp� /��'
1. ALL STEPS AND SIRMOUT BENCH E71GE5
BORDER moProsnE
MCIXcaF
``�t�pNNQpLL
E
NnisF F
_
4- 5 BARS CONT.
-,. 1 #
``.��.F:•�NC
� N �
2. FWNgTOID ro BE INSTALLED ONE WHERE
DECK RAISED +6' ABOVE POOL
#5 BARS @ 12" O.C.
MNO12
10:WfMOW
3"(MIN)CLEARANCE
T801}4ttlwoodDri3
2"
01-10FL 2DESIGNEDFOR: 07-17-2020 201
OILS
��IATE
#5 STANDARD HOOK BARSLOUDEN
POOLSMM
WIPE.�24"
®:C.
COLONARESIDENCET)
AT R
R THAN 12' IXCEPf IF
MORETHw (3TTREADS ARE USED
TREADS
3000 PSI CONCRETE TOOTER
3371 HATCHER $T
3. ME SIEP6 TO fE SOLD g1NIIE J000 P.S.I.
PREPAREDBY. SHEET.
tt�r
� PIERCE, FL STEVE HOIST
STEPS
DRAFTING &
(NO SCALE)
DESIGN SERVICES
3 (772)201.70 homLsteve@yWiellu an
Total Dynamic Head
Calculation Worksheet
Company. OUDEN �A#b #i Data. 7H3/20N)
Job Ham OICOLONA-HIGH SPEED I Addrasej �TI
Cayfrawr Stare. FL Zip C1yde.l. I
Instm cdona: Data can only be added to Me yellow cents. Steps W & 2 ere for calculating Poal Volume in Gallons and far esrelaismng a
tumover rate in Gallons Per Minute (GPM). 8 the turnover rate is afeeedy established., stick on Me GPM cell at the end of Step 42 andinput
Dow rate, Men proceed M Step #3. Pressing the RESET began will clear all harm information to start a now worksheet Worksheet can be
savedW a file or,nmed is, Name Mesi
System TDH Calculation Results
Total FriclnnLossinr or 49.93
WWer(TDH)
TWO Friction Lora in PSI 21.61
Versa Plumb Reductionl:-''
ipl Reducbml 6.50
Lr=9 y.. Systen TOH vnm versa
�- mb Fl.,,a:h 43.43
standards
Calcu
12.09
i -:1
0.00
000
w.
2'
7.39
C093
5.24
0040
3"
3.3f
0014
0
0:00
4"
1 1.93
0.004
6"
0.W
0.000
TOTAL
0.
0.00
in,i[v ro,mr.ed I,APSP 15Ia TI9e
'Rat1AM+0e
77
oal,,ilaie Tct I Length of ReAun Pipe: (rKmm epthe B
1.5"
f2.09
0.321
10
3.21
1�39
r
7.39
OZ93
lie
10.81
4.68
2.5"
S.
O.D4Dl•
0.00
0,00
3"
3.31
0,014
0.00
0.00
4"
1.93
0.004
8"
0.85
0.000
TOTAL
0.00
14A2
0.00
6.07
Gals- lase Total
Number of Pipe FitOMp.lhspet
Tonal ofeacb SirefMang
WYHlow
GelB)
'
770
3.33
gic6o trim
7-70
0.00
0.00
0,00
0
O.dO
R.dwam
2"
16
3
2
10.31.
ale
loe6Pei,e_e.
8.95
0.00
0.00
0.56
O
0.00
R.dwam
I
Z6"
0.00
0.00
& •W
0,00
GOD
Cap
0.00
GOO
GOO
3"
0.00
0.00
Ridine Liss
0.00
Dan
O.OD
0.00
000
ago
Rdw.
dr
OW
0.00
f idual)min
0.00
0.00
aw
0.00
9.00
0.00
R.dw,lm
6.
0.00
0.00
Ricuon terra
0.00
0.00
000
0.00
0.00
000
R.dwalw
TOTAL
18.01
7.80
J[Ep R t
lnpu rat Feet Frrtnm icau F.IObn Loa ln..
V LA R at Water PSI
'amp
Stan # 8
y F
C:I
434.11101
.00 0.00
24 0.97
.00 0.00
OAO 0.00
1:�w� 4•
Ued Vale, I"r, Norsk" d
P µe Sim 01 Yzl,u.
Fndio, Les In Ft Fi.pn Lossin FSA
of Water,
sett r J dy F.it r T,pe and Size
2 90 1 I6
ISti Ja rdv sac kwa F Valle 1
Step At 1S,yDy
ace, a r
InFraeyeia! Nmmerberef rzoanluk FFt.. of Wi FMon Ure
RCWm EyeWil Return £Yadails aCW(ri GPM R. of Water s
aa0�
_
N
x�a
I
3-w"Viiii [neater'"" pf Flusiv
Rae,%. )way Yalvek
-IIIIII
Wui.
NO Water
of ctien Wss lops]
Select Jandy Check Valve
flow Sae
i
yo-
0.00
L� F.90"
0.00
0.00
0.00
2.5"
0.00
0.00
Total Check Valve Loss
0.00
0.00
Step # 10
[ Fs.3iolow n kicton lwa n
Ft:or Water Dss
n
ady
-� Pro Serie•�
- by ZODla�:.
Total Dynamic Head
Calculation Worksheet
Company: OUMW Job lb Date. 7MY1020
Job Name:ICOLONA-LOWSPEED I Address:)
Chyfrowo: I State: FL Zip Code.�J
lnammcfions: Cats can only be added N the yellow Adis. Steps #1 & 2 are for calculating Pool Volume in Gallons and formattilfsbing a
toomemmle in Gallons Per Minute (GPM). 0 dre turnover to is already established, click on the GPM arrant the andef Step #2 attdis out
Dow rate, Men pmceedm Step Pressing the RESET bun" will clear all inpubm immarnation oil Santa me worksheet Wulksheet can be
saved to a 1110.,,noted for future raferorroe.
System TDH Calculation Results
., Total Friction Lost In FL of 13.19
Calculate poolvolume Water (TORT
- � - 0 Total Fdclion Loss In PSI 5.71
AP5, 15 aM 7 24 5landatas
Versa Plumb Reduction Results
Calculate GPM&TURWva10s4"
��
WH Reduction
2.50
�..
C
V
�
33
System TDH with Versus
10.69
�9
mb
- • '
5
sactlun7Jva
uired by APSP 15 & Tale 24 Standards
Cal ate:. ob
Hill �-
:.
1.5"
S.fa
0067
0On
000
2"
3.17
ball)
000
000
..._...
�..:+
2.5"
2.24
Out$
GOD
0.00
versa
Plumh sr
3"
142
0.003
Irbil
Want
4"
0.83
0.001
CLOD
0.00
6"
036
OD00
000
000
TOTAL
0.00
0.00
33
l'ratumuei
Calculate Total Length of Rams
",& Ind. 24 Standards
velocity: 8 fps and
1.5'
5-20.067
10
G87
029
r
i17
0,019
116
Z25
0.07
0,008
0.00
0.00
3"
1.42
0.003
0.00
0.00
4"
0.83
0.001
000
0.00
6'
1 0.36
0.000
_ _
_
0.00
0.00
HJTAL
2.92
1.26
riot IateTotaln
IPPeFit o input
Tomi e Fifrilig fr, Yellow
Gets)
LW
0.�
Fn all
1.60
000
GOD
0.00
0.00
0.00
RdWatrramu
2"
10
3
2
2.15
0.93
enrtmn swam
1E8
GOD
0,00
0.12
OAT
0.00
Ftdylater
2.5"
0.00
(TOO
Fdnma„urn
am
OAO
C.00
0.00
0.00
000
R at Water
r
0.00
O.00
iddJea assin
1
0.00
C.3b
0.00
GOO
0.00
Rdwatw
4^
0.00
0.00
Women tar m
0.00
0.00
0.00
0.00
00D
ODD
R d waur
8"
0.00
OL0
Rlre"n lseein
000
Q00
0.00
0.00
GOD
aN
R alwatr
TOTAL
3.75
1.62
Liatep ne
Fee[ Fraimn Cowin F111
Ft,dWater P5t '.
m
3 vasivi ini tWarsaw d
Plpe star 3 eii valves
®IIIIIIIIIIIIIIIIIIIII,�
fricton Cann I'. Fact _Ass InaST
0 AMU,
'®' �
®®00
Select Jandy }Way Valve 80"
Favestae:
90=
Flow
r.
13"
P
0.00 OLD
2"
0.00 0 00
2.5"
O.W 0.00
3'
0.00 0.00
Total 3-Way Valve Loss
0.60 0.22
Select Jandy Filter Type and Sixe:
OC 090 0.39
x
tagn5ls nt InWi numher of InilivlJum fiMUm Ln4M =N
0.¢tvm EyebN Rdum Eye6aila Ree"m OpP RdWaWt -
W
a
Eta0
3-w t l 1.1a t Bunna u d
3�ea, va.
®IIIIIIIIIIIIIIIIIIII'
Ratid� l.oa
N. aware,
m RlcYbe Lrss ie,57
90e
,
4�cclJandyValve
0.00
0.00
0.00
0,00
OAO
0.00
Loss
0.00
1 0,00
Step If 10
�� ' ''Y5'gy " • I
5elr� Loner
MAP Ft. d Water NO
IIIII��®
Step # 12
III
5ekct Salt Cali Prio-Lars is Nirdm Loss
Ft d Aftiour PSI
.• 11 .t �
j g ?
a
-tp
a
ma
-
Z
5,1
war
LED
Mgt
Q N
U
Z-
O Vy
P2
trnwwaZq
n41
2t3
Z
qw
CFFR
a
g;
£ r�.`;o �
kl W (fly]
roll
E
E
5�
z
0.
W
PI
Lill
/III\
p
w
00
dNMM
InNU
$�o
z$
c
V
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Z
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4
Wj
m
q0.40�
<a
IuOw
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1pp
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U w
zz
P2
E0.7 ;� r'J, g5
paya Is, ye 33f1 Y
r4
## `�o
Js!z
Z
wF
(0 Lj
Q60 HC
aFF�'
XR zs
_uo
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U
Cl
ISM
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W 11
.a
0
1>; k,
0 0
•Z.
FF+, N
�Z p
F
U' M C:
0.0 O
to
to
PD
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U
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s
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LOUDEN POOLS
COLONA RESIDENCE
3371 HATCHER ST
FT PIERCE, FL
FILE
111/111IIII11j7
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tP
M.4Ck*xS .I.RO �=*
.KUSetheND.662i2 B iz _
:180115w1wbbd Drivyk
IL
-17-2Q20'�
' t nn n111
***ELECTRIC NOT INCLUDED***
PREPARED BY:
SIEVE fll 3
DRAFTING &
DESIGN SERVICES 3
D1-7846 horststeve@yahoo.com