HomeMy WebLinkAboutBuilding PlansREAR PORCH
COLUMNS TYP.
10W
N3 REBAR
�• 12" oC E/W
4" .
0 ,D
�'e
2"-
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a
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Of
IIPMENT UST
A_ w ur�T --'rA N P Y L" e04.61-
Le ck W TRANSFORMER
j0NX BOX
SKIMMER
MAIN DRAIN
HYDROJETS
y RETURNS 'rll8
POOLSWEEP
CHt9RINATOR tZs.e.►ibbW 1?J-4w6
�._ CHLORINE °
FILTER :,,j"1� WIP
HEATER
Ouua
' DIVE BD.
HANDRAIL
STEPLADDERS&
VAC. SET COMPL
`I- LF DECK-O-DRAIN
10 LF DRAIN FIELD ,
42 8 SO FT. Co,�.c PATIO
d SQ FT CAP Z:>
APPROXIMATE VOLUME IN GALLONS L 9 l 0'w,,,, �_ APPROXIMATE TURNOVER RATE
APPROVED BY
ENGINEERED PLANS ON FILE
R ED FOR
CODE COMPLIANCE
ST. LLIIE CO NTY
V3OCC
"CERTIFIED POOL CONTRACTOR NO
TILE CAP-��FLAT M. Randall Rodgers, P.E.
STEPS 2� =�_ OVERPOUR & $ 1801FIL 1 Hazelwood Drive
-TOP OF WALL.Ft. Pierce, FL 34982
"TOP OF SKIMMER '''.... PH: (772) 201-1634 _
TELEPMONtE NOS
io- b 24�
OI�AV Y�
FLAW SCALE %111&
Pa I OF Z POB
f4OURS.„—,,,,e,,,,,,,,- MIN
1
ees-7700 no.-I
—=---1 JOB No t E
SWIMMING 'POOL
FOR
091E NPLU GRAZE d
Y.' PER Fri MI SLOPE—►
WELL POINT& PLUG FROM U MN 00POUR OR CAP TILE
LINEH N avA NIX. PUMP AIEiS A°PIlCl6� . , .
MINE MIEN EMPI)1NG Faa
—Pool
construction complies
with FBC 2017 ANSI-7 ANSI—
5
—Water Velocity —Max 8ft/sec
as per FBC 2017—R4501.6:3
—Pool
Barrier to comply with
Section R4501.17-6th edition
FB
—Skimmers comply with FBC 2017—R4501.21.2
-Soil bearing capacity assumed 2 000psi @95% compaction
—Equipment
Foundation 3'x7'
conc. slab min 3.5" thick ou
in
place
or approved Hurricane
Rated precast equipment pads
C
6"x6" TILE
GRATE SMALL 4' STAB
BE SECURED IN INTERIOR 2500 FIBER MIX
PUCE SO FINISH Q¢' 1YP. WALL-3,000 PSI GUNGE
THAT TOOLS
ARE REQUIRED
x STEEL-TEX FORM
1.f
FOR REMOVAL
OR KRAFT WALL
m✓
6" TYP.
TRENCH DRAIN FLOOR /3 0 12" O.C.B.W.
NOTE: FOR DEPTHS
;)4'•� GREATER THAN 6' ADD
TREADED
PLUG a '."_ `= (1)j3 COVE BAR 06O.C.
GRAVEL TO PUMP -
TYP. WALL SECTION & WELL POINT RP0066790
CND SCALE)
is COPPER
TO GRID
DECK 1 ROW � WATERLINE TIE
WHEN PROVIDED PRESSURE GAUGES INSTALLED ON
SHALL BE AT 20" MAX FILTER PUMP FOR FINAL INSPECTION CHLORINATOR FILTER T7;3'—O" wA ERNE "
BELOW THE WATERLINE AND HORIZONTAL INSTALL MIL
wau
VISUALLY SET APART MWx t3 —0 ucx SME
tYu
FROM POOL ` w �NTPS NNER g FLOOR SLOPES —� 1 %3 SnIl 0 12' 0/C E.W. 6
' THICK 51.011
�.W Fl(VIR aftT tuu� W: It�L.D_
18 COPPER RfASaID&Y WStlN .YAI
x� N GRID COMPLYTHRU .6w3x NmaEs s.af y a THE naRR mnY
is' 9
HE SLOPE END
F _
N VERTICAL INSTALL 1LEK TNor OWARDS EXDEEP CEED Eoor'R i TALL
Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31 SK1U
OOT
Feet Of Head feet OF Head PoolBond PB-2008
TYP. T Install in Plumbing T at least 3" Below VRWOWE
POOL SOLID Vacuum Head + Pressure Head Water level in ReturnPiping.lnstall e�L} 32 cL�'ER 21'-6" 3'-0"
STEEL GUNITE = Total Dynamic Head in sprinkler box for easy access cTw+wLLD
SWIMOUTS WATER BOND DETAILS FOR PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(NU SCALE) NICHLESS LIGHT SYSTEM (NO SCALE)
POOL PATIO CUSTOM MOLDED PRODUCTS INC.
WATER LEVEL •y•'(::;•.•-} •: tlrnF CHANNEL nw nm_ rr CMP 25506-32X VGB
HYDRO -STATIC RELffT' INSTALLED.J:.L�PEe Fxc45o1.s.s COMPLIANT 32" CHANNEL DRAIN
DEVICE W
AREAS THAT EXCEED 1' coMPlwLr
WATER TABLE IN SHELL • ", ' 12 VAC FROM eon FLORIDA BlBtIxNG CODE l
� ';-� POWER SUPPLY �-7LJT—
d
5
z
5111D TO ASMEIANSI A11219.8
TRENCH DRAIN
_... .. .. -
UNDERWATER — ;.•�' 3
LIGHT
32' CHANNEL DRAIN AND SUMP n
2.5
1' PVC
25506-320-000
CONDUIT
*THREE Y SOCKET x 2.5" SPIGOT PORTS
POOL FINISH
'DEBRIS GUARD INCLUDED
TO ®
*38.79in? OPEN AREA
:'..
SCHEDULE 4o PVC SLEEVE
'IAMPO LISTED FLOW RATES
*WHITE PVC BODY
PENTAIR GLOBRfTE-s TER
' .• NO BONDING
*COVER GOES OVER BODY TO GIVE FINISHED LOOK ToPUMp
MAIN D N
AMP 30 7 -'r • OR GROUND
FUSION-FUSIO POOL PROD - REQUIRED
The maximum flow rating for this suction fitting with the center port plugged and outer ports
MODEL G4/U
open is 30B 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
POOL DETAIL
NICHLESS UNDERWATER LIGHT DETAIL
fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM
84 M d 176 GPM II h 2' b'
Pipe Size
6 fps
8fps
1•
f
gpm
014'
21
gpm
0.23'
1,5''
3
gpm
0.08`
50
gpm
0.14'
2'
6
gpm
0,06'
82
0.10,
2.5'
8
gpm
0.05'
17
gpm
0.09'
3'
1
6 gpm
0.04'
181
gpm
0,07'
4'
234
gpm
0.03'
313
gpm
0.0. '
6'
S
4 gpm
0.02'
712
gpm
0.03'
GP
(ND SCALE)
(ND )
(wall) when using 2.5 plumbing and 1 (lbor) an (wa) w m using plum mg.
Jandy FloPro Series Pumps
OUTSIDE ANGLE OF REPOSE
Max-RatedtFHPM)
6' AND FURTHER - 4' 7HN2( MALLS W/13 REBm 012" O.C. EACH WAY
.goerawa.d ,Ps9
Determine System Flow Rate: Minimum Fow
Rate Required: 35 gpm per skimmer
3' TO 6' - 6' THICK WALLS W//3 REDAR 012' O.C. EACH WAY
---
1. Calculate Pool Volume: f
---
-- x 7.48(gal/Ft) = gal
a' To 3' - 8' THICK WALLS w/13 REBAR 012' O.C. EACH WAY
(Surface Area) (Average
Depth) (Volume in gallons)
2. Determine Flow Rate:_11,700
gal / 300 = 39 + XXX = XXX
�i
(Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
9 0•
(Volume) (TurnoverMinutes)
Determine Pipe Sizes:
?'
e n.
Trunk Piping to be 2.5 inch to keep Velocity
0 8 fps max. at Maximum System now Rate.
=
3 tL
Return Piping to be 2.5 inch to keep
velocity® 8 fps max. at 117 gpm Maximum System Flow Rate.
Main Drain Cover( S E ABOVE
) System Flow Rate must not exceed approved cover flow rate.
.a
(Make and Model)
See Engineering Page for Drain Configuration
J ;• J
*
Flom
y
K
f'(
WW
M
•
Pump Model JANDY FLOWPRO 2 SP M.P. 1.5
o��
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
" • SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
Told HP: H.P.x sePAemr aeta.IH.p. a mane must be 2 speed evadable speed
>fi.
(,��'
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
n m rx .n
v
W.
ran
Filler Make JANDY CS Size 100
• NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOS
` CONPACIION TEST OF THE BACKflUED MATERIAL ARE PROVIDED
LOW
39 GP %i
FIOer min. am based an Mir. WnoverAOw rate pod gat 1380 min=Flow Rate
-
c ,% ;� .;a ea ,� r_= r rz, M :AC :.
PRIOR TO THE POURING OF THE PATIO
HIGH RR
rPM—Ifw.
R%s.Gwems+.*w:r.wm.
cavu
Divide GAM. 4 Carodge =.375a Send =15 or RE = 2
Time Controller make INTERMATIC Model T40004RT3
Controls must operate a minimum of two speeds
The higherspeedowalds is nottoexaed one romal cycle 24hrswhichreAeriskes
MISC. NOTES
1. ALL STEPS AND SMMOUT BENCH EDGES
WILL HAVE 2A CAPOIE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VIS181UTY
2. HMAHOID To BE INSTALLED ARE WHERE
M.RANDA FRS.P.E.
DECK RAISED +6" ABOVE Poo
IL License No.
No.U68212
10' MIN
1801 Hazelwood Drive
*
TR Pierce, FL34982
(772)201.1634
r
�•-,
REVIEWED FOR
DESIGNEDIOR:
j
"
CODE COMPLIANCE
• a STEP DETAILS
LOUDEN POOLS
1. TREAD Is MIN Of10' WIDE.RODRIGUEZ
ST. LUCIE COUNTY
RESIDEN ***ELECTRIC NOT INCLUDED***
2. RISER NOT GREATER 1F14N 12' EXCEPT IF
CEP
/►//1�
��Cl.i
LL
669 HOWARD ST
MORE THAN (3) TRFAl15 ARE USED
PREPAREDBY: SIMT:
3. ALL STEPS ro BE SOLID GUNRE PSI.
FT PIERCE, FL STEVE HORST 2
DRAFTING & r,(
STEPS
DESIGN SERVICES
(ND Sri
(772)201.7846 hontdieve@yahoocom
I
Total Dynamic Head Calculation Worksheet janq
1� eries
yna..1�
Congpany. OVDEN Job 0:0 Dale. 1/L2g20
Job Nama. OORIGUE2-NIGN SPEED Address. 669 HOWARD S7
Ciry/Town. FT PIERCE State. FL ZIP Code.)_!
lrelrucdons�Oda cen only tK added to the yenaw cNfa. Steps Of 8 2 aca Iw calculating Pool Volume in Gallons and for hatesinhitrg a
nrmora rate in Ga/lore Per Minute (GPMJ. Is the mmover mte is already established, click on the GPM cell at the end o/Step 02 and input
flow refe, than proceed to SW 03 Pressing the RESET butter will clearall Vaunted informalion to start a new worksheet Workshaetcan be
savedut ill Or printed for Nlure reference.
System 7DH Calculation Results
Tote Friction Loss in FL of 44•as
-)Male Pont Vollnne' Water ODH)
Total Friction Loss in PSI 19.07
D a
Versa Plumb Reduction :
alculace GPM 6 Turnover Rate m Hours
TDR
Reduction
g,00
b
360
88
ir�sdyv
System
TOH with Versa
C
36.05
_ r g:rmb
Plumb
c,iii,uhihe T cal Length of Su chnn Pipe: Irerommendedv 1-th,.. 6 in, and below)
-......
I15" 15.52
Cs'I
rr-
aW
2" 6.45
G.119
;f.
000
Fl
2.5• 5.96
0.05i
J C.
ON
]" 3.78
0.0'6
3C3
000-
---
Art 2.20
C.005
DO
303
8" 0.97
CDC1
000
003
TOTAL
0.00
0.00
88
solum
Calculate Total Length of Remm Pipe: (recommended Velocity:
8 and peeking)
1.5- 1382
C . 1
10
4.11
1 TS
T' 845
C.1 _y
0.00
303
2.5' S.96
C.951
124
634
2T5
3" 3.70
U 5
oco
000
4" 2.20
G.0C5
Den
0.o0
6" 0.97
0.0C1
000
0.00
TOTAL
10.45
4.53
ttklta TOMF/bsd erN Poe FI1MV5:(input
Total of each Size
Fitting in Yellow Cells,
6
0.00
CSc
000
JC9
000
71r-
.8E
3
0.72
0.31
0.00
C.00
Olt
0D0
C00
.W
9
2
3
2
497
2.'5
md"wa�aw~
3.68
0.00
0,31
046
J52
D00
r
CJC
9C9
R� �r
0.00
C-J6
0Do
300
3co
303
4"
0.00
ODO
0.00
C3C
C.x
000
000
w�dvo
000
r
0.00
0.00
mil"
O.OD
C.JC
C.00
Son
000
y
300
TOTAL
15.55
6.73
alc 1 Ie Static 5uctionB Discharge Lik:
Iculate Exit Loss
" 11
2.00 0.87
29 1
7,38
3.19
$elect Jandy ].WaY Valve
uaigh[
[P�H� ougM1
Straight Flow Size:
+�►4' °
1.r
000
b
am
r
o.00
am
Zr 2
Ceti
2.11
3"
0.00
0.00
Select JaMy)Way Valva 9P
Flow Sac:
so..
Flow 0_
2-
aon
000
2.5"
0.00
0.00
3"
0.00
0.00
Total 3-Way Valve Lass
4.66
2.02
Step A 9
: �� Frktimtmin erlebn teeam �
rt,dWNe: PSi
elect Caretaker In Arwr Va1Ve
Nc^a I I 0.00
Sete Jandy Check Valve
raight Flow Size:
Straight
lmyhe rwgn
0.00 0.00
2"
0.00 0.00
2.6"
100 00
3"
0.00 0.00
Sled Jiggly Check Valve
90'Flow Size:
go_
1.5"
O.oD
000
2"
Dog
0.00
25'
0.00
0.00
Total Check Valve Lass
0.00
0.00
S.lec Handy Heater lype and S,ee.
one L000
Jana
Pro Series
b ZODIAC
Total Dynamic Head janqy
Calculation Worksheet eries
s.aoN6c-
Company:LOUOEN Job Deis 1fN2020
Job Name: ODRIGUEZJ.OW SPEED Address. 869 NO WARD ST
City?own: FT PIERCE State.' Zip Code.'
kotnznions: Data can only Ire added to the ealk w cells. Steps let 8 2 are for calculating Pool Volume in Gallons and lea establishing a
famoverrute in Gallons Per Minute(GPM). a the Nmoverrate is already established, click on the GPM cell at the cadet Step 02 and input
flow rete, then proceed W Step 03. Pressing the RESET buhon will clearall plio ted information to start a crew werkabonel WoAsheet cat bee
sated tb a Ole or printed for futurereference
System 7DH Calculation Results
Total Friction Loan in Ft. of 11.63
Vakene: Weer (TOH)
Total Friction lose in PSI 5.04
l�L9JZ� Versa Plnmh Recirmf nor ReerrNe
r4ilekkilergN 6 Turnover Rate in Hours:
��
�ilLl
01 it
TDR Reduction
6
60
39
8.90
1 System TM won mb 8.73
73
Plant
te Total Length of Suction Pipe (reeomme d tl locdy. 61p d b I w)
15"
612
CAA
000
000
2'
3.74
0026
Do
000
71.08
2.5"
2.6S
0.011
DO
000
D"
0.004
0,00
0 W
4"
0.90
0001
0.00
000
6"
0.43
1.010
0D0
000
TOTAL
0.00
0.00
39
sonm
Calculate Tale Longth of Rehan Pipw. lanternmentlM velocity a 1, and below)
y.�.:
1.51
6.12
1 0.091
ic..
oil
0 29
2"
3.74
0.D26
JCC
3C7
25'
2.63
0.01+
12a
131
GEt
r
1.66
0.D04
000
Cc0
4"
0.98
-0.001
9CJ
3C9
6"
O.p
I a
0GJ
0C9
TOTAL
2.32 y
1.00
IEWIculake"fintal MMMeral Pi
F
TNe at
Erse
Flmn9ln'n,'r,v.
1,
727
0.00
O.00
0
ON
]co
3
007
0.00
D.00
'"016
050
0GO0.16
9
2
3
2
1.10
048
trldlaatrw
Rd
0.62
Son
007
0.1a
0.12
O.CD
3"
0.00
000
rtdWamr"
CDC
ON
C.x
am
Son
oco
4
0D0
000
R dWMI"
0.00
Doc
0CC
300
0W
3Co
W
000
000
Rd`I"
0.00
0.00
0.00
909
3C3
000
TOTAL
3.45
1.49
p o
d LOtrv'
I J1erl
Evil Los
3'4•
3
i3
1.05
0.80
Stied Jandy31Way Valve aWi1 76
6tragM Flow Size:
iz
o.00 o.lw
+s-•
r
o.ao 0.00
2
1.02
0.44
S"
0.on
0.00
Select Jandy 3-Way Valve 9W
Flow Size:
so t
Flow �.
000 0.00
r
000 o.m
2.5"
0.90 0.00
3"
0.00 0.00
Total 3-Way Valve Loss
1.02 0.44
Necl Jandy Filter Tyne and <_ize:
100 1 a43
Select Caretaker Imhoot Valve:
one to
9da4 Jattly Check Valve
Bbal .10WSim.
v.19ht
�'y rough
1.6•
0 911
000
r
0,00
0.00
25"
0o0
0,00
r
6.00
0.00
Stied Jandy Check Valve90,
9J. Flow Sire:
L5"
0.00
0.00
2-
0.00 10.00
2.5'
0.00t-09
.009.40.00
Select Jandy Heaver Type end Sae:
N.ra o 00
Selerl AguaPure 5a11 CHI'
1so h.,11 no m.rau
z
ago
Jana
I'ro Series
by ZODIAC
REVIEWED FOR
CODE COMPLIANCE
STo LUCIE COUNTY
BOCC
Ir"eQ
ind