HomeMy WebLinkAboutBuilding Plansin.
2"- M.D. LIN
2"- RETURN LINE
R
R
P /E AROUND
CORNER
P/E
+6.
+12•
2 iL 6 ft.
HH i HH
3'DEEP
6'DEEP
17'x34'
578 SF 102 LF
+6'
O
-8" O
m 6'X8'6" WET DECK
WITH BUBBLER
8 ft. 6 in.
HOUSE
8"X8" FOOTERS
18" ) R
r}R
(1) LED LT
Alarm to code
LED LT
Deck drain
9'walls
J
✓ VERIFY ACCESS IN FIELD
✓ LEAVE AND SPREAD FILL
✓ TRUE CLEAR SALT CHLORINATOR
✓ ELECTRIC BY PAYUCK ELECTRIC ....337-4197
SCREEN BY THE PORCH FACTORY
HOUSE
OCLE N S
OKEECHOBEE RD
08-31-2020
••nnnm.•
M. Randall Rodgers, P.E.
FL Lic. No. 68212
1801 Hazelwood Drive
Ft, Pierce, FL 34982
PH: (772) 201-1634
EQUIPMENT LIST
INCL SOL LED 2
- LIGHTs
INCL W T ANSFORME
INCL u w
1SKIMMER
1 MAIN DRAIN
NA HYDRO JETS
RETURNS
TRUE CLEAR SALT CHLORINATION
JAN Y VARIABLE SPEED 1.65 HP ME
ANDY15 GPM FILTER
17'x34'
578 SF 102 LF 18.615 GALS
119 K BTU RHEEM HEAT PUMP
WATERFALL PER PLAN
WET WITH RURBLER
SANZ RESIDENCE
2366 S BROCKSMITH
RD
FT PIERCE FL 218-0896
Louden
BONDED POOLS
OWNERS SIGNATURE
OWNERS HEREBY ASSUME AND AGREE TO THE
PROVISIONS OF THE CONTRACT FOR POOL
CONSTRUCTION, AND APPROVE THESE PLANS
WHICH ARE MADE APART OF THAT CONTRACT
TURNPIKE
NOS RENOVE (RATE N Yx• PER Fr. Mx SLOPE y
WELL POINT PLUG FROM WIN
DEAN A ATTACH AUK EUP on"Jo ON aP BE (2) #3 REBAR OR
UK WHEN EIPOW POOL WIDE /PPIMwIE •:. • • ."•..ti .� - O
:� (1) #5 REBAR
—Pool construction complies with FBC 2017, ANSI-7, ANSI-1 5 GRATE SHALL e am
s'xs" TILE
—Water Velocity —Max 8ft sec as per FBC 2017—R4501.6.3 BE SECURED IN INTERIOR ' ' 2 FIBER MIX
—Pool Barrier to comply with Section R4501.17-6th .edition . FBC THAPTTEOOLSso FINIS" JW Ton. WNJ _3,000 PSI cuNITE
comply .21.2 ARE REWIRED 8')
FOR REMOVAL STEEL-TEX FORM
Skimmers coon I with FBC 2017-R4501
-Soil bearing_ capacity assumed 2,000psi 495% compaction OR KRAFT WALL ;
—Equipment Foundation 3'x7' cons. slab min 3.5" thick pour in 6 TMP'
TRENCH DRAIN FLOOR � /3 ®lY O.C.B.W. Q»
place or approved Hurricane Rated precast equipment pads NOTE FOR DEPTHS U
—Water Heating equipment to comply with FBC 2017—R4501 TREADED
�2 ' „ GREATER THAN 6' ADD
PLUG w (1)13 COVE BAR 06- O.C.
01 rl 4
GRAVEL BE TO PUMP -
TYP. WALL SECTION & WELL POINT FOOTER DETAIL RPOi)667 ( SCALE) (NU SCALE)
90
q
8 COPPER
�� 1 ROW OF WATERLINE TILE
WHEN PROVIDED PRESSURE GAUGES INSTALLED ON
SHALL BE AT 20" MAX FILTER PUMP FOR FINAL INSPECTION HEATER"UER 3'—O" WATERLINE » uaNr wNhc
BELOW THE WATERUNE AND HORIZONTAL INSTALL aLaMMATaN
PUMP W/ MR k SLOB
VISUALLY SET APART Ili
FROM POOL UM STRAINER —,1 i13 STEFll 0 lY 0/C EN. NOT
m,, ao,
y �tNS FLOOR SLOPES 6' THICK r AT4
/ pOOL FLOM gnaE SMh hE ¶Mx 11•
�S J8 COPPER IEAsaruaY UNM nn
i8" 3 ro GRIDAT HEATER T Naas st.,
w 1W" SlaeE a TIE FLOOR ERall
BY-PASS THE SIINOw END WILL
VEMCAL INSTALL101111 THE DEEP NEA SRU
Vacuum (In Hg) X 1.13 Pressure (PSI) X 2.31 9 war EcOM I M IN 7 r°°I
Feet Of Head Feet Of Head
PoolBond PB-2008
TYP. Install in Plumbing T at least 3" Below E
POOL SOLID Vacuum Head +Pressure Heod Water level in Return Piping.Install Pap, °N
STEEL GUNITE = Total Dynamic Head in sprinkler box for easy access G �Wo vitro 34'-0"
SWIMOUTS WATER BOND DETAILS FOR PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(NO SCALE) (NO SCALE)
NICHZESS LIGHT SYSTEM
Poo PAT* CUSTOM MOLDED PRODUCTS INC.
WATER LEVF].
WM-STA11C REl.lff M �'.` ... •'.:,......•_'�'; SINGLE CHANNEL DUAL
auBEr CARP 25506-32X VGB
DEICE INSTALLED IN S.'+ PER FRC4501.6.s COMPUANT 32" CHANNEL DRAIN
AREAS THAT EXCEED 1' f iCOMPU..
WATER TABLE IN SHELL FLORIDAW DIN
12 VAC FROM 2017 OPoD1 BANDING COOS
W >• :i POWER SUPPLY LISTED TO ASMEANSI A11219.8
TRENCH DRAIN
UNDERWATER ?
L1GHT ••s•-
PVC
32• CHANNEL DRAIN AND SUMP »
2
1•
25506-320-000
- CONDUIT
•THREE 2• SOCKET x 2.5' SPIGOT PORTS
To cravfr Ma
POOL FINISH, _
•'
'DEBRIS GUARD INCLUDED
'38.79in? OPEN AREA
'.
SCHEDULE 40 PVC SLEEVE
9AMPO LISTED ROW RATES
2"
PENTAIR GLOBRITE- W TER
'WHITE PVC BODY
AMP 30 7 '-, NO BONDING
'COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUMP
MAIN DRAIN
OR GROUND
FUSION -FUSION POOL - REQUIRED
The maximum flow Sting for this suction fitting with the center port Plugged and outer ports
MODEL G4/U
open is 308 GPM (floor) and 212 GPM (wall) when using 2.5• plumbing and 268 GPM (floor)
POOL DETAIL
NICHLESS UNDER�PATTE)R LIGHT DETAIL
and 192 GPM (well) when using 2• plumbing. The maximum flow rating for this suction
withouteropenis 200 (floor)andGPM
ticte(floo�)pa
D
(wall) when using 2168
plumbingplugged a18 GPM d GPM (WORM
Pipe Size
6 fps
8fps
1'
16
9pim
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
gpin'',
0.04'
181
gpm
0.07'
4'
234
gpm
0.03'
313
gpm
0,05'
6'
534
gpm
0.02'
1 712
gpm
0.03'
OUTSIDE ANGLE OF REPOSE VSFHP165 PERFORMANCE CURVES
6' AND FURTHER - 4• THICK WLIS III ROW 0127 D.C. EACH WAY Determine System Flow Rate: MiniFlRate Required: 35
3' To 6' - 6' THICK WALLS W/13 REBAR 012" O.C. EACH WAY } mumow gpm per skimmer
O' TO 3' 8• THICK WALLS W/%3 REBAR 01Y O.C. EACH WAY O m_ 1. Calculate Pool Volume: --- H -- x 7.48(gal/Ft) _ - - - Of
$ g (Surface Area) (Average Depth) (Volume in gallons)
LL 1101 2. Determine Flow Rate: 18,615 gal / 3W 57 + XXX = XXX
e tL O '70 (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
B ft `uLLi �
W Determine Pipe Sizes:
3 ft. a.sawPrA Trunk Piping to be 2 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 82 gpm Maximum System now Rate.
Main Drain Cover( SEE ABOVE ) System Flow Rate must not exceed approved cover flow rate.
-� • -� • -� • "^`h (Make and Model) See Engineering Page for Drain Configuration
Z ToaoAPA1 ..-
xc,� ! C7 i.v�wxww wxwwh� -� ao m a >a Too nb In Ton I's 10 sup 12W UIa TWO toe Pum Model JANDY FLOWPRO VS H:P. 1.65
a(fAVATKM PEED THE ANGLE OF REPOSE IS ALLOWABLE PROVDID: r iy FLOW GPM P
��� • SIMNG IS INSTALLED AT IXGWATIN AND SIDMNG SHOULD BE LOW 57 PM Total HP: H.P.xsenicelacfm. l H4Lar oletbe2speedwvalftspmd
Q� SUFFICIENTOUNDERMINING
RM SECURE SOILS R EN EROSION R SETTLEMENT
HIGH 74 GPM Filter Make JANDY CS S'ae 150
* • NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
' COMPACTION TESL OF THE BACKFILLED MATERIAL ARE PROVIDED I Filter min. area based on 6he Wmover Dowrale pod gal./31D ma, = Flow Raw
PMMN TO THE POURING OF THE PATIO ! Divide G.P.M. by Carbidge=.375 or Band=15or D.E.=2
Time Controller make ON PUMP Model-------
Con6ds must operAe a minimum of speeds.
The higher override a not to exceedone nomal ear24hrs wNdiever'sless
1. MISC. S SEERS AND swuaa aBNa EDGES THREE-WAY
TO POOL THREE-WAY ``�.PNpALL R04D
WILL HAVE 2x6 CARLE BORER OF OPPOSE WATER TO SHEER VALVE �� Q . y�C E IVSF•
COLOR OF GEM FINISH FOR VISIBRRY DESCENT 4. -•.IP
2. MNDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6' ABOVE POOL M. � fd.[.ROT1TMW2
To' MIN :FLU&iwNo. 68212
... " '3801 IwoodDri
.. _ 7
e� --_ . _ 08-31-202�p8nce,PL 34982* •: ��;
_ dLTE O
DrfIGNIDIOR:
- -- - FILTER �. „• ���.
STEP DETAILS
LOUDEN POOLS
� R rRE4 T�
1. TREND IS MIN OF 10• WARE
2 RISER NOT GREATER 11i9N 12' EXCEPT IF
SANUESIDENCE ***ELECTRIC NOT INCLUDED***
MORE THAN (3) TWADS ARE USED 2366 S BROCKSMITH RD 3. ALL STEPS TO BE SOLID tXWNTE 3000 __ P.S3. SUCTION FROM POOL FT PIERCE, FL STEVE HO: SHUT:
STEPS 2
TYPICAL SHEER DESCENT DETAIL DRAFrI NG &
(NO SCALE) (NO SCALE) DESIGN SERVICES
(772)201-70 horststeve@yalm m G
Total Dynamic Head Calculation Worksheet japay"
ries
company LOUDEN Job #:O Date.'
Job Name: SANZ-NIGH SPEED Address.
City/Townr Stare. FL Zip Code.
Instmvions: pate can only be added to Ore yenow cells. Steps k1 d 2 are for calculatirrg Pool Valunre in Gallons and Of estab Z Mdia
romover mfe in Gallom Per Minute (GPM) Mae ESETb lto is alreadyestayushed,hackwb rth GPM cellar theend o/Step#2andinput
flow rate, then proceed for
Pressing the RESET Wtlon wig clw erg inpuNd irdpmalionto starts new workslwet Wodsheeican be
saved roah/e or printed /or (afore refe,nee {
,n Pleasing are oweThdttonwM ea System TDN Calculation Results
TOW Friction Loss in FL of 51.40
Calat.a.e Pm-4olunle: Mont t(TDH)
Total Frie6on Lms n PSI 22.25
will, Reduction P.,. 'r-
41 Reduction 5.50
OH ""eP;. 44.90
N.,.,tee
7.16
3.10
RdWaw
7.15
0.00
MOO
OLOD
000
2
6.46
2.00
rR
520
0.00
0.00
0.5
QT4
ODD
2.r
0.00
0.00
0.00
0.00
am
0.00
o.N
0.00
r
000
0.00
ON0.N
0.000.00
am
ON
4"
ON
minC.N
e,1 •w
0.00
0.N
o N
g.00
j :0.00
ON
000 I 0.00 1 ON
Step # 6
Snot Total Feet Fktbn los in Frkhon Lastn
ef M R. of Water P4
amp
. <awnd 8:..
Select Jandy 3-Way Valve
j1 nape.
Snalght Flow Size:
1.5"
0.00 0 N
Y 4
4A8 1 9%
26"
0.00 0.00
3^
0.00 0.00
Select Jandy YWay Valve 9W
Flow Size:
so=
wow L_
000 0.00
z-
000 Odo
0.00 0.00
3^
0.00 0.00
Tpol YWry Valve Loss
4.48 1.94
ehct Jallnrty Filter TYPe and Size:
CS 5C 2 ]5 1 19
lea Jandy Backwash Valve:
f3
YIRn xea de v4 xw
Nona 0.00
Select Caretaker In -floor Verve
N.ac 0.00
.00
ILN 0.00 ODD0.00 0
TOTAL 13.62 6.89
Select Jandy Check Valve
90" Flow Size:
90" Fbw
I tA"
0.00
0A0
r
0:N
0.00
2.5^
0.00
BAO
Tole Check Valve Lou
0.00
0-00
Step rY lO
Selat lie- Fletm Las lire FHNmIPwm
Ft.NWafer Pffi.
Jared
Proy�eries
by7ADIACa
Total Dynamic Head
T (�
Calculation Worksheet
�lj�pn&
Compwry. OUDEN
Job d:O Das.�
Job Name. ANZ-LOW SPEED
Athbeas.
City/Town.
SlsteE== Zip Code.
Instructions: Data can only be added b the w cNls. Steps #18
2 are /or cabula0ng Poal Volume in Galons and for esta6/ishing a
tumoverrafe in Gallons Per Minule (GPM), if the hmovermte is slreadyestablished, click on me GM cefl at the end of Step #1 Wrd input
Be. rah., then proceed fo Shp 03. Pressing the RESET batten wiN cha-a0 inputerl infomwtion to starts raw w.rk h..t Workaheef can be
saved M able orponted for foram ratemrree
- s 'I•-`o+.z'�I System TDN Calculation Results
-
kshee«
• �
Tool Friction loss in Ft. of 32.99
alcaee Pea Volume:
Weer (TDH)
0 1 1
Total Friction Loss In PSI 14.28
0 1
6 hour turnover rate is required h compty wOb
Mrwl� APSP 15 and Tee. 2A Standards
wars. Plomh Rmfnahna Recu/ts
e
iui�l�tover��fMen
Rows"'.«5)lv4 f.p-.. i
TOHRe4uc0N
4.50
4
s
"
57
System
TOH �
28.49
15 & Tide 245landaNs
• ' S has su :wn velocity tant.wed by APSP
/.5^
d.95
0.184
0.N
ON
Y
SAT
0.053
000
O00
_
25"
add
0023
0.00
0.00
1`
+IAS
0008
0.00
ON
d"
_
fA3
0.0N
0.00
ON
j G
OE3
0000
0.00
0,00
r
':mtAL
0.00
0.00
4PSP
15 A Tithe 245tandMds
57
Ca!Cak I uialTotal Latigth of R [um Pip I Oetl loc
: dT FaaldkfMfY
1IA,e.95.95
0.164
10
1.84
0.60
r
5.47
0.053
140
7.48
3.24
Z6"
3.80
0.023
ON
O.N
a"
2A5
0.00d
0.00
o.N
4•
fA3
0.002
ON
0.N
S.
0.63
0.0N
TOTAL
ON
9.32
000
4.03
kuwOeTag1.01wp6K0T
, '
...
an 7eRm
Dees
1s
s
4.41
1 91
0
r e
4A1
0.00
ON
0000.00
O.OQ
5y
r
b
3
2
3.96
1.72
°nM�tn
3.20
ON0.00
0.32
0.46
0.00
2.5^
0.00
0.N
D dwam.W
OW0.N
0,01)
0.N
OM
O.N
r
o.N
600
Frkban law ..
ON
ON
o.N
0A0
ON
0.00
rtaxnaw
4"
0.00
0.N
rrlman(sn
0.N
0.00
Ow
O N
0.N
0.N
wa Water
d'
0.00
000
Fnmwr liar
0.N
GOO
O.Ip
ON
0.00
000
Retelater
TOTAL
8.40
3.64
n. S1ep # ti
Fcer Fnct6te lnss lire FreOtgr Los lire
Ftofwrter p51
Fp'Q1an Y A m�
Step It 7
Ins,t Meta maurxunmod
NdfvlCete
Frkmntoaln
Rim FyebrO Reamey"ll
dftmGVe
Ftawater
r-xwn wmms>1
rw �
i
�►Y ,
�n.�-ram a��-�
arVWe Gpo{}Ivwkerd
FdU:en o k.
ceSes 3waY Yalvs
of Water RfNOa loss m V5t.
00�®'
=1za-
M�
Clre&V.I.. Iiputxarnber d
TAK
t sin rt
rnwon Loss "I
Step
Step # 9
1.
Sefect Flrter Fm L
R iW &re
None I I Ono
ISeI <i Garetaker iro0... Valve.
l 0.04
iCk way:r�..„„,m.Mr,
3.vay VaM IMuteombwM
A, &. 3-way val.
7r L
FL of Water
Fnalen Lwa nPs[r,'.
Select Jandy Cl,ehk Valve
N"Flax Siu:
1.S
�,
11.811
Q{Caj/ Fiow
f..d�l1Ro-d,-,i+
OAO
r
0.N
o.N
2.5"
OAO
OAO
Total Ghehk Valve Loss
0.00
000
Step # 10
FrtymL ie srkPah Ldam.
er
Step # 12 -
sewer sarocal FF1nimL n
Fe. d w
Jared
, �o�eries
,¢OD7ACa
e
1 orto
5 z
g
o. w. Si
w
fa Qm
u4
�
W
�aE".iK
S
3
z U�
O
M0.�a
zmW
k a
akaa�++
�E a
rC..�e a
to
i$
WWU f7`�
F�fl
z
p'
zwy
JAM
Qdz
Cwa
0
D. a
a
w
/flit
pF
P
Men
Z
E� I
00
�mY
N
U
rn pmjU
0
�
O
�m
e G
YYY
MI
\111/
A
.4
M8
Q�
_
pryfo
M
zekoN�,
ceoN�ya�FOoaeiii�..ie
o{°CD<�q•'
.0e.VU.�a
0
z
V��RF^.s��t9T5
(ErozcZA
io
-s
WFF0.�3'r
z0.�z�deom<..-naee
O
o0a0 zU
iQ0C�nNN047
CE0Oz
lia
pG
W
OR
M
SE
l�A7L/TV/L�l+�+l\(�7POOLS
SANZ RESIDENCE
2366 S BROCKSMIM RD
FT PIERCE, FL
� vvGElllgF:.•ICeP
ate: IS
M. $1N0M RODWSlMI2
;L License Na 68212
B01f1 ffr0wood Dme*
1-2020? oa, ma<
1_WTE OF
C.
***ELEC C NOT INCLUDED***
STEVE HORST
DRAMNG & 13