HomeMy WebLinkAboutConstruction Plans�-]
'
e
I
, ;I
201 2"
_---------------- -- ----------------------
LF DECKO DRAIN
C..
0
2' RAISED
RETAINING WALL
7, 6"
BARRIER FENCE
12" X 24" FOOTER
T-6" DEEP
CENTER POOL
POOL 15' X 30'
3'-6" DEEP TO 5'-6'
DEEP IN CENTER
466 SQFT 93 LF
14,021 GALLONS
Bench
15'-6" DEEPI
15'
'-6" DEEP
SAVI SO
LED COS(
CZ
o POOL PATIO
BY t IOMEOWNER
I
w
co
Covered Porch
BY HOMEOWNER
9, 3„
Turn left onto US-1 N/S
US Hwy 1
Continue to follow US-1 N
Turn left onto Indrio Rd
Turn right onto Tree Top
TR
Destination will be on the
right
a
9
d
e
4306 South US 1 Fort
Pierce, A 34982
(772)465-2700
DRAWN BY: NANCY MCNALLY
(772)696-1747
YOUNG RESIDENCE
5174 TREE TOP TRAIL
FORT PIERCE FL
('772) 618-3677
POOL EQUIPMENT LIST
LIGHT: (1) SAVI SOL LED COLOR
TRANSFORMER: (1) 300 W TRANSFORMER
JUNCTION BOX: STANDARD ]BOX 5 HOLE
SKIMMER: 2" AUTOMATIC
MAIN DRAIN: CHANEL
HYDRO JETS: NONE
RETURNS: (3) THREE
VACUUM: (1) ONE
CHLORINATOR: RAINBOW INLINE
FILTER: DANDY CS 100
PUMP: DANDY 1HP 2— SPEED FLO PRO
HEATER:N0
TIMER: STANDARD
DECK TYPE: BY HOMEOWNER
DECK SQFT: N/A
EXISTING: BY HOMEOWNER
FOOTER: 12" X 2411
WATER FEATURE: NONE
ALARM: BA13Y BARRIER FENCE
SCREEN ENCLOSURE: BY HOMEOWNER
RECEIVED
�fc 31 tialo
PRW g �c1e County'
12-10-2020
WIZ-0-113
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
ROCC
FILE nrvT
Stale: 1/4"
�.�GE NSA?�c��'
�Q•, ySTATE F
11NALENG`�.
M. Randall Rodgers, P.E.
FL Lic. No. 68212
1801 Hazelwood Drive
Ft. Pierce, FL 34982
PH: (772) 201-1634
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 @95% compaction
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
„uw � ,olwi
Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31
Feet Of Head Feet Of Head
Vacuum Head, Pressure Head
= Total Dynamic Head
HYDRO —STATIC REDff
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
rFl. 11911:71I�1
POOL DETAIL
(NB SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER — 4- THICK WALLS W/J3 REBAR 012. O.C. EACH WAY
3' TO 6' — 6- THU WALLS W/J3 REM 012' O.C. EACH WAY
0' TO 3' — 8' THICK WADS W/13 REBAR 012. O.C. EACH WAY
MISC. NOTES
RFIM WXE A r � FT MN SLOPE i
WELL POINT PLUG FROM WAN
DN E d ATTACH ALGL PUMP aNrwwi OR tlA THE
Lid WHEN EMPACH A X. POOL " R W TILE
6'x6' TILE
GRATE SHALL 4' SLAB
BE SECURED IN INTERIOR 2500 FIBER MIX
PLACE SO FINISH
THAT TOOLS 4Y2' TYP. WALL-3.000 PSI CUNNE
ARE REQUIRED
FOR REMOVAL 'r STEEL-1E1 FORM
OR KRAFT WALL
6' TYP.
1REMCH ORNN FLOOR #3 • 1Y O.C.B.W.
NOTE: FOR DEPTHS
TREADED
*� GREATER THAN 6' ADD
PLUG -''w '': : "': (1)13 COVE BAR •fi' O.C.
R affm
TO GRID
GRAVEL BEavq0op TO PUMP —
TYP. WALL SECTION & WELL POINT
(NB SCALE)
HORIZONTAL INSTALL
' _P18 COPPER
TO GRID
VERTICAL INSTALL
PoolBond PB-2008
Install in Plumbing T at least 3' Below
Water level in Return Piping.Install
in sprinkler box for easy access
18"
MAX
�6" u
L POOL DECK
(3) #5 Rebar Horizontal
��.-- #5 REBAR VERT.
@ 24" 0.c.
TURNED DOWN FOOTER DETAIL
(ND SCALE)
POOL EIGHT
JUCTION BOX
z I cfl POOL PATIO
WATER LEVEL
6 ft. + n!+;fe- ?•'.^;?°.
1. ALL STEPS AND SYAMOUT BENCH EDGES
WILL HAVE 2x6 CAPRLE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2 HANOW TO BE INSTALLED ARE WHERE
DECK RINSED +6' ABOVE POOL
Qk.
EXGVATKIN INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SEmDIB(T
• NO UNDERMNN14G OCCURS OR ENGNEL R APPROVED IF ANY DOES
• COMPACTION TEST OF THE BAC(FILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
STEP DETAILS
1. TREND IS MN OF 10' WKE.
2. BOTTOM d TOP HISRS MAY VARY IN HEQ f
3. RM NOT GREATER THAN 12' EXCEPT BOrOI
SIEP WHERE DEPTH IS 4' OR GREATER
4. ALL SEEPS TO BE SOLD GUNIIE 30D0 P.S.L
STEPS
(NO SCALE)
Z
UNDERWATER ! L 12 VAC FROM
d- '
11GHT 'Y;i. POWER SUPPLY
1..N� SIZE AS DETERMINED
BY LICENSED ELECTRICIAN
POOL FINISH _
YARD BY
EQUIPMENT
\— I' PVC
SCHEDULE 40 PVC SLEEVE CONDUIT
NO BONDING
OR GROUND
REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
R•
(2) #3 REBAR OR
(1) #5 REBAR
811
FOOTER DETAIL
(NB SCALE)
PIPING SCHEMATIC
HAIR d
JNER
CUSTOM MOLDED PRODUCTS INC.
SNGIE CHANNEL DUAL ounLT CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32' CHANNEL DRAIN
COMPLIANT WDN
2017 FLORIDA BUILDING CODE
LOW TO ASME/ANSI A11219.8
32' CHANNEL DRAIN AND SUMP
25506-320-000
*THREE 2' SOCKET x 2.5' SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
*WdPO LISTED FLOW RATES
'WHITE PVC BODY
'COVER GOES OVER BODY TO GIVE FINISHED LOOK TO pylp
The max'wnum flow rating for this suction fitting with the center part Plugged and outer ports
open is 308 GPM (floor) end 212 GPM (wall) when using 2.5' plumbing and 268 GPM (floor)
and 192 GPN (wall) when using 2' plumbing. The maximum flow rating for this suction
tithing with the outer ports plugged and the center port open is 200 GPM (floor) and 16B GPM
(wall) when using 2.5' plumbing and 184 GPM (floor) and 176 GPM (wall) when using 2' plumbing.
Jandir FloPro Series Pumps �l
Max -Rated 1FHPM1
vNia"weii,wwo mounua M iiAMr
•• t t w. W t
DECK ___\ 1 Raw OF WATERLINE 111E
3* s** wamTLxd — 31 sH
5'-6 _ UGHT WALLS
lux 6' IHICK —
'll SHALI
$LATE
Mir
R
j3 SIEII 0 12' O/C EW. THA1 I;"
L.. ry lia I FLOOR1'
!oo••
FLOOR UNIFIRK
OAFCY iREASONABLn ARICLIM d
TYPICAL SECTION THRU POOL
(NO SCALE)
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'
1 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'
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: --- ftx 7.48(gal/Ft) =
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: 14,021 gal / 510 = 28 + XXX = XXX
(Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Saes:
Trunk Piping to be? inch to keep velocity 0 8 fps max. at 82 gpm Maximum System Flow Rate.
Return Piping to be__Ljnch to keep velocity 0 8 fps max. at_$2___9pm 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 Droin Configuration
Pump Will JANDY FLOWPRO 2 SP N.P. 1
Total H.P.=H.Px sendceiaclor. I Np, ormpemusl he 2 speed orvddahle speed
Filer Make JANDY CS Size 100
FEIw idn. area based mW.. turmwtrfbwmm pod gal. /360 nIrt = Row Rile
MY& G.P.M. by Cart dge=.375wSand =15 w D.E = 2
Thal Controller make ON PUMP Model
Cmur Ismustopw&aIddmumoftwospeeds.
THE RflObF.Y SrIPP.d fINY11fiP LG RIM f!1 PVfFfll (w mlmd twin rc 9d M1rc wFirFmur ie Wee
DESIGNED FOR:
LOUDEN POOLS
YOUNG RESIDENCE
5174 TREE TOP TRAIL
Fr PIERCE, FL
12-1
1111111111j
ALL Rpm
GENSIA`CF'p ,i
tP
3212
Drives
4981?
nkTE OF
***ELECTRIC NOT INCLUDED***
PRFPAMBY: SHEET:
STEVE HORST 2
DRAFnNG &
DESIGN SERVICES
(772)2014M hunt (DVefyaimO,m 3
Total Dynamic Head _Ta n 4ySeries
Calculation Worksheet - >
iwaffmac•
Company. OUDEM Job O:O OMe. t2IAR020
Job No YOUNG-IIfGNOPEED Address.
Ciryl7awn. Slate.'® ZIP Code.•
Ins+mdiona: bate con only be added ro fe yellow cNls. Steps M 3.2 are for calculating Pool Volume in Gallons and far establshing a
tumover rate in Gallons Per Minute (GPM). n the turnover rate is already established. click on the GPM cellar Me end of Srep #2 and input
flow rare, fen proceed loStep OT Pressing the RESET button will clear all inputed integration to start. new n o lediget. Wodlshezdcan be
saved w a file or printed for lumre reference.
System 7DH Calculation Results
Total F+fcnanLess inFtof 41.88
ate Pod Volume: .__-. Wets ([plq
TObl Friction Iona in PSI 18.13
_ 0 0
6 hpurlurrrovor rate s Stinnett to somply
APSP 15 and TO 24 SWrMatds Versa Plumb Reduction Re _•i`
`,.a_i a:oS •a:a ® I TON Reduction 6.00
L_
6no
wwwwa�
5y9hm 7oN wWP
35.88
1�
'
6
wjdio l
fired Ili APSP
150Title 24 Standard.
LCKg in
iS
10.1e1
0255
0.00
GAO
r
L53
0.074
0.00
0.00
2.6•
4.62
0.032
700
0.00
tikaeh se
0"
2.92
0.011
1.
0,00
4"
1.70
0.003
0.00
0.00
6"
07s
0.000
0.00
0.00
o.ao
0.00
68
CYWh bYl
d fIv Ift ile valmi
el Raaen
n r oel b APSP S J5 111fo 24 StWWar&
1wlO[RV.,9 valid
10.68
0255
1 10 2-55
1.10
T'
E53
ORA
180 11.85
5.13
4.62
OA32
am
(Iml
7"
z92
0.011
0.00
0.00
4"
1.70
0.003 1
0.00
0.00
C
0.75
low
0.00
000
TOTAL 14.40
6.23
.Tool Number at Pipe
Ratings:
anpd
Total of each S,,e Fdting na Yellow Celisl
6.12
2115
rRdWawrk'
6.12
0.00
OW
OAO
0-00
OAO
2"
15
2
3
2
0.12
3.51
irkean LewW
666
0.00
0.37
0.44
0.64
0.00
Rot YNM
2s'
0'00
0'00
Feelogmi,fle '"
am
0.00
0,00
000
am
01)0
3•
0m
,s1
rl"�
m
o.o0
0."
am
000
-aoo
o.o0
4•
0.00
0.00
r 'W m
OoMOD°
0.00
o
0.00
am
am
6'
am
0.00
Flt
0.00
0.00
O.W
0.00
am
000
drwa�erh
TOTAL
1424
US
Calculate St he 9uctmnd Oix061
-p`n'q
..l9b Exit Loss:
we-
20o
O.BT
314, 3
23 1
5.13
Select "tidy S-Way Valve
i,1�hA1
Sara"M Flow Sun:
w
Y
3-, Saa a 1npuF viono d
Wye Sls 3-way Valdes
fri�on lea in It Frirlion Lua.. �.. V5]
of Wa4r
L$el�tandy 3-Wry Valve 90"
Flow Wnay
-ur I 1
so>
Row Ilk
r
2
zs
3'
Total 3•Wry Vahe loss737
sefild Filter �FLaWo®FritiPPnl1Ltez in
step# 13
Select Jagly Check Valve
Straight Flow Size:
1.6'
'nayht
0.00
awwh
0.00
r
0.00
aoo
2s-
aoo
o.ao
3•
0.00
0
SelectJandy Check Valve
Flow Sue:
s0•
Ga Flow,
I
rev
yxr
0.00
b.08
2"
0.00
0.00
z5"
0.00
0.00
Total Check Valve loss
0.00
0.00
` ed n' Heater Type and Size:
st-SY •rR
y � o
None 0.00
I l0 relies
bi,ZUDL4<:
Total Dynamic Head T (�
Calculation WorksheetJ p'rcSeries
"saao,o'
Company. OUDEN Job #:O lmfe. lil8/M20
Job Name. YOUNG -LOW SPEED Address. ,F�
Cify?own: slate. F! zip C 491'
I
kneInstructions: in a can only fw added tP the time
cols. Stays #f 8 2 are for calculating Pool Volume in G in fil and PoI estabfls call a
How nolerate in Gallons Per Minule (GPM), gfe mnmT bills a is already established. dick an one,
GPM can at the erM oI Step 02andinput
How rate, then proceed to Step 4T Pressing fire RESET button will clearall inputed information to start a crew worksheeL Workaheet can be
saved to a file orpdnted for future reference.
Sys tern TDH Cal 11. R .'o'h
�'• Total Friction Loss in Ft d 10.95
kulme Pod Volume: Water (TOH)
o I
f 0 TotalFrbiipnLossi.PSl 4.74
_ Versa Plumb Reduction Results
t GPP•',8T mover Rate inHaurt UN Reduction 1.50
t 6380 .. ,� o Sisters TOM With VMss 9.45
_ U pkrmb
"wil be GPSP IS. TrfM Ja S6anrin.rle
sal= total
Le g[h ISur
ion ape (
,8 sofe beiel
15"
4.a
0.040
0.00
OAO
T'
2.69
DOM
0.00
040
`dh"
2.5'
1.90
0.000.
0.00
0.00
apn J
3'
1,20
0,00.2
0.00
0.00
a•
0.70
0061
0.00
0.00
6-
0.31
0.000
0.00
0.00
0.00
0.00
28
l9s0nn.ITOTA�L2.7871r.21
8 f s artum velocityuired
APSP 15 A Title 245tandards
L6
APo
0.04921
r
2.99
0.01499
2.5•
1.90
ifOD
3•
1.20
0.002A0
4•
0.70
3.00100
6"
0.31
0AW03
21
IGaVulate Total
Numoer of Pipe Ffliinae: (L
put Total "• amch Sixe Fini bY480w C!b
6
a
tfan
_
t.18
0.51
nMol'w k'
IAA
0.00
ODD
°.0°
0.00
000
r
15
2
3
2
1'ST
0In
l
129
0.00
0,07
0.06
0.12
OAp
fta ic
2.r
0.4D
0.00
r..na t<.:,
0.00
C.DD
0.00
0.00
0.00
Q00
n,orwam
3'
0.00
O.OD
Rd �v'
am,
c.GC
CJc
Dan
000
000
4'
0.00
0.00
FtNtiontaeIn
0.00
0.00
0.00
oml
0.00
am
B'
Om
0.00
W
0.00
0.00
0.00
O.OD
0.00
OOD
it,
TOTAL
2.75
MID
G I elate SUlK Sue64rAONel ilf�f
w
� 2 CO 0.07
u1 ile=- Loss:
3s4" 9
9
0.32 _
0.35
aw
'J way Valve [rip tN f
Pipe Rte away Ya.vev
Fn.H t =rr
yr µego
- inY�on Lass �n r'SI
Select Jandy 3-Wry Valve 90"
ao-
Flow Size-
Flow
000
0011
1 84
880
0.00
0.00
3"
0.00
0.00
Total 3-Way Valve Loss
1.84
0.80
�'F,'i"$Kep 4 9'
L'..9akct FN4r ii.L-,�kPalentnwin.
6% Fv ofw.no PSI
1 t �11111111111�
',,
is
None
Pellet Circraker 0.41.ei v4vc
Na1c 0.00
Mmuoamsa
3-wav, Vahe Inpvf Namna d
NPesas 3-wayy hogs
®IIIIIIII_
Fneign ioaa
RoTf Wing,
Illy
n FnttMn lawn FSt�'
� j
F et
:F9w.i Vahe uqufitl��'P
Rye hm ChedVl
Frutw tuwl
vti oe wet
is
Fcf ntms nPS[�
Step 9 10
SNtttllearot FNWologein FneW nnwtn
Ft of Wale, PSI
w r
inT rmol wiI
Janc
7 ySeries
1yZODIAC'-
d 2 ailto Fa
'$ f2see e x
in
to
cc
Li am
In
0 9�
oo }ai
Mai
U Fi x <x
x ��' H
0
w
Co_a
W
pi
W
Zo
esee<�aa mmU 4 ���
V VOU ems
"� s 0 I \III/ a
3 n
a!1 RmNFor
c2a F.aW•� I �� Q �H
o
zap mz r�.1"k' iz !; g �6Ua•
0G Q 6 0 wi X z 6 h $QII Q {iV] rM �yR
�pl to FF $ N iiC
x comm W
o x w 1z
At
N (Dp,c x O xU o
At
ro No
WF MOci
m
ez w �z�La
k� y5• yy]�}a�rYy��
U in
W �
� U
Ali
x
DESIGNED FOR:
LOUDEN POOLS
YOUNG RESIDENCE
5174 TREE TOP TRAIL
FT PIERCE, FL
dt1pIkLL Ro [pf�
G E iNV 8 •�F` ii
-
:PL1ieeoseNo.68212
7ROli{azelwoodnrive* :
FL 34982
0-2a20 i • 201*34ATE OF • ;•G�:/`.`
w•_ n.
##*ELECTRIC NOT INCLUDED""' "
PREPAREDBY. rXs
STER HORST
DRAFTING &
DESIGN SERVICES
11N11101 "At L__a 1___n__a