HomeMy WebLinkAboutPLANSLLn
W
u
a
(DENCE
Q-
�v
O
-o�Ir�
5r6n
,R
tlllU 111HI1; DEEP
DECKJET
CONCRETE
TYPICAL 810" SWIMOUT
&
/ wJTILED EDGE
R FLOCRETE TOP
V
-.
1611
_
to
cy
y
lire". x wco
'
POOL TILED
i
EDGE
R.....
--------------------------------
-
—6'
3'0"
DEEP
0
' CHILDISAFETY BARRIER
E '
POOL & PATIO SPECIFICATIONS
MAX WIDTH: We" MAX LENGTH: 2B'O"
PERIMETER: 7510" AREA: 347
-
MIN. DEPTH: woo -
MAX. DEPTH: 5'6"
.
ELEVATION: -PLAN CENTER DEPTH:
EXCAVATED DIRT: HAUL CAPACITY: 9455 GALLONS
VAC STUB: 1 RETURNS.• 4
POOL CLEANER: DORADO SKIMMER: 1
OTHER PLUMBING: 2- DECK 7ETS PER PLAN
FILL LINE:
MAIN DRAIN: 3r CHANNEL
INTERIOR FINISH: BLUE GEM
E
WATERLINE: GW0234SB10 STEP TILE: 6W8234BB10
CANTILEVER: YES BULL NOSE:
RAISED BEAMS:
SPECIALTBP PATTERN:
- - -
LIGHT: 2-GLOBRITE LED TRANSFORMER: 1
JBOk: 1 TIMER: 1
CONTROLS:
PAM TYPE: CONCRETE & FLCICRETE - OVERPOUR
PATIO AREA- 740
FOOTINGS WITH STEEU PLAN
Ib .
- ..
DEEP FOOTINGS:
EXISTING PATIO: RACRETE EXISTING PATIO AREA: 320
PLANTER:PLANTER LENGTH:
RAISED PLANTER: PLANTER LENGTH:
TREE REMOVAL STUMP REMOVAL:
TERMITE TREAT: YES
DONE BY. R&F PEST CONTROL
Pam: PENTAIR SUPERB O SIZE: 1.5H.P.
FILTER:. PENTAIR CLEAN & CLEAR 100
SIZE
CHLORINATOR: PWAIR I-CHLOR 30
.
BENCH: HANDRAIL:
- -
la ....
-
SWIMOUT: 8'0° w/EDGE TILE _ LADDER:
CLEANING KIT: DELUXE
GAS TYPE: SIZE:
. - - -
HEATER: TANK:
-
GAS HOOKUP:
FORMBOARD SURVEY: NO
---- .._. -
FINALSURVEY: NO
-
COMPACTION: YES -
'�•,, SPASPECIFICATIONS--
-,,
-.-
AREA' '`•.��
SPLCLWAY'
ELEVATION: -
GLA5S.BLOCK:
JETS: .�'-�
Mmm�T
TRANS: `,
��I1s
i^
LIGHT:
_
snx, ,
le f PUMP.
POOLS BY GREGr INC.
...
l7 DID I%DESIGNER. ARI ADAMS : CELL:
EXISTING COVERED
PATIO
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COLINTY
8886 & FEDERAL HWY PORT Sr. WCIE, F
OFF:772.337.9713 Mr.21 EMAIUARIGOTPOC
COMMENTS
PIONEER SCREEN CO. II
FLOCRETE
E TOP
BOCC
IL AF
FILE COPY
PAYUK ELECTRIC
SWIMMING POOL FOR
,,
�. ,,
pPLL Rp
P V\ c E N SF
*' No. 68212 * '
_ =
_ = O%-
T
�iChent
SCRNNED
RECEIVED.
B,IY
LUd V1J11
JUL 2 6 2019
ST: Lucie Coun
County, Permitting
swwwre
RUSIN & SHARON SANDLIN
18101 WAGONwHEEL LANE
PORT SL LUaE, FLORIDA
817.703.7504
RUSIN657OGNAIL.CON
VA*1 Wagers, P.E.
FL Lic. No. 68212
I nave rewewW tids desiwVlayout and I On nw Wmal
to Proceed with the construction of tift protect
1801 Hazelwood Drive
Fort Pierce, FL 34982
PH: (772) 201-1634 . .
Scale: 1/4. I it
CPC 1458338
N& REMOVE GATE & Y" PER
♦r. MIN ' LOPE
WELL POINT PLUG FROM MIN
MAIN & ATTACH AUX. PUMP o�,R OR IOW _ -., (2) #3 REBAR OR
LINE WHEN EPnWRc POOL ML1e
6"x6' TILE
(1) #5 REBAR
GRATE SHALL 4" FI POOLS
—Pool constructior) complies with FBC 2017, ANSI-7. ANSI-15 BE SECURED IN INTERIOR 2500 FIBER MIX
—Water Velocity —Max 8ft/ec as per FBC 2017—R4501.6.3 WT TTOOLs FINISH 4g TV. wAu-3,000 PSI cuNTE
—Pool Barrier to comply with Section R4501.17-6th edition FBC ME REQUIREDFOR REMOVAL STEEL-TEX FORM 8 r
—Skimmers comply with FBC 2017—R4501.21.2 OR KW WALL �/'+7 �/
6' M. FLOOR ' . , J
—Soil bearing capacity assumed 2,000psi @95% compaction TRENCH DRAW 3.000 PSI y3 ®12' O.C.B.W. Q II
—Equipment Foundation 3 x7 conc. slab min 3.5" thick our in GUNITE NOTE FOR DEPTHS U
p r, GREATER THAN 6' ADD GREG, HNC
place or approved Hurricane Rated precast equipment pads TREADED } GREATER
covE BAR AD D.C.
GRAVEL B TO PUMP '�A
-
TYP. WALL SECTION & WELL POINT FOOTER DETAIL
(MO SCALE) (NO SCALE)
WHEN PROVIIDED
SHALL BE AT 20" MAX
BELOW THE
W-AIERLINE
SWIMOUTS
(NO SCALE)
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
MAIN DRAIN
POOL DETAIL
(NO SCALE)
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
Vacuum (m Hg) X 1.13
Feet Of Hand
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4' THICK WALLS W/t3 REM 012' O.C. EACH WAY
3' TO 6' - 6' THICK WALLS W/#3 REBAR 012" O.C. EACH WAY
0' TO 3' - B' THICK WALLS W/ 3 REEM 012' O.C. EACH WAY
I?
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
PoolBond PB-2008
Install in Plumbing T at least 3' Below
Water level in Return Piping.lnstall
in sprinkler box for easy access
WATER BOND DETAILS FOR
NICHLESS LIGHT SYSTEM
nOC,
V
t
Z'W/
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED
• SHORING IS fMTALIED AT EXCAVATION AND SHORING SHOULD BE
," Q� SUFFICIENT TO SECURE SOIS FROM EROSION OR SETTLEMENT
7
NO UNDERMINING OCCURS OR 040M ER APPROVED IF ANY DOES
• COPACnON TEST OF THE BACKFIUED MATERIAL ARE PROVIDED
PROR To THE PaMONG OF THE PATIO
MISC. NOTES
1. ALL SHIPS AND SMMXIT BENCH EDGES
WILL HAVE 26 CAPTIVE BMW OF OPPOSITE
COLOR OF GEM FINISH FOR VISNLRY
2- HANDHOLD TO BE INSTALLED ARE WHERE
DECK RASED +6' ABOVE POOL
10" MIN ".
•.
STEPS
(Nn SCALE)
STEP DETAILS
1. TREAD IS MIN OF 10" WIDE
2. RISER NOT GREATER THAN 12' EXCEPT P
MORE TFBN (3) TREADS ARE USED
3. ALL STEPS TO BE SOLID GUNIIE 3DDO P.S.I.
CtV�
PIPING SCHEMATIC
HAIR &
MNER
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL amE CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
CDMPLWff WHIN
2017 FLORIDA BUILDING CODE
LISTED TO SUE/ANSI All .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
%fPO U9ED FLOW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUIB
The maximum flow rating for this suction felting with the center port plugged and outer pats
open is 308 GPM (flat) and 212 RPM (wa0) when using 2.5' plumbing and 268 GPM (floor)
and 192 GPM (wall) when using 2' plumbing. The maximum flow rating for this suction
fitting with the outer pats 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.
POOL PATIO
DECK
3'— ""
1 NOW OF WATERLINE THE
WMERU E -
MAX [
7
13 STEEL 0 12- O/C E.W.
14
6' THICK
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'
WNL4
SBNI.
NE
sun
IFA
Go 1.W.L'
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: XXX ft XXX x 7.48(gal/Ft) = XXX gal
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: XXX gal / XXX = XXX + 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 22 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 Drain Configuration
Punq) Modd PENTAIR SUPERFLO VS H.P. 1.5
ToW H.P: H.Px seMcsfactor. I H.p. mum must be 2 speed orvarbible speed
FMw Make PENTAIR C&C She 100
Faernilaran Gazedm6hr.Um AowrAspaNgel./380nil.=RDWHem
DiWde G.P.M. by Cemidge =.375 mSmW =15 m D.E = 2
TlmeController make ON PUMP Modd ------
Controls must opew a miNmum of Two speeds.
The Nneu nrmrl n:rriAo k mIM nvrml mo rwmd n•Ne rrallw •I:irl:ausb loco
WATER LEVEL
':'';-. ``. a.•; •-.}.; s,�..,,-._"i; ....,-..
Q `��wTA11pLL Rp'AIi
........0 �.,
✓.'
•'
` 12 VAC FROM
V.
M. 16&e(�'ERS, P.E.
:M
POWER SUPPLY
SIZE AS DETERMINED
FL LiwnsejN 69212
BY LICENSED ELECTRICIAN
_
No. 6821MI HazelA-oddive
_
UNDERWATER
FtPiace*L34982
LIGHT
i. '
o'
(772)2U1-H&
•''
DESIGNED FOR:
.'•.
1' PVC
ST T .,
POOL FINISH
:. �. CONDUIT
i
POOLS BYGREG
T'• F
'AArN„I THIC NOT INCLUDED***
SCHEDULE 40 PVC SLEEVE
'�-
REVIEWED FOR
SANDLIN RESIDENCE
NO BONDING
•-1e�' OR GROUND
CODE COMPLIANCE
18101wAGONwHFELLN
PREPARED BY:
SIiEriT:
REQUIRED
ST. LUCRE COUNTY
PORT ST LUCIE, FL
&ST
STD VALE
Z
NICHLESS UNDERWATER
LIGHT DETAIL
BOCC
IN
DESIGN SERVICES
(NO )
(772)201.7846 hmt.steve@yabw mm
>PENTAIR
TDH CALCULATOR
Pool Information PBG-SANDLIN-HIGHSPEED
Flow Rate: 81.67 GPM Total Piping Lengths:
Suction Lift: 2 Ft Inlet Side: 58 Ft
Discharge Side: 88 Ft
Maximum Pipe Velocity Allowed: Piping Sizes:
(consult your local code) Inlet Piping: 2052.In
Inlet Piping: 8 FVSec Discharge Piping: 2.052 In
Discharge Piping: 8 FVSec
Piping Head Loss at 81.67 Gal/Min:
(not incuding fittings or valves)
Inlet Piping: 5.79 Ft
Discharge Piping: 8.78 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer. This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Required Minimum Pipe Sizes:
Flow Rate: 81.67 Gal/Min Inlet Piping: 2.0 In
Your Head Loss: 41.08 Ft Discharge Piping: 2.0 In
Maximum Flow Rate
at Maximum RPM: 81.67 Gal/Min
Ensure the drain cover max Now rating is not
exceeded.
Head Loss at
Maximum Flow Rate: 41.09 Ft
System Head Pressure Curve
80
70
60
—50
S
6
30
20
10 Superlolo VS - 3450 rpm
Clean System
Desired Operation Point
0
0 25 50 75 100
Volumetric Flow Rate GPM
Selected Components
Components
sratm.r
flee Gelb W"aial
rszs3wevaw 4 s.n
ceewar , 430
Piping
led 0= npab,eui
Mee sMe, st.ee
mayw.e.. s 10 9.10
aSarPe�w 0 5 im
xen.uyn 0 3 o
Pumps
Marne OeNy
SgeTb V9 ,
awmrea.seaseenpar M.awwMareev ee. O+ewam.ti�c�w.F rr �Ua xe,Mre�a�a smm l�n.�armsen-
arewpeeeataetn.m.,.xiv uammsrasrestarnw.ase, a�..sae.maxvdmv«.earo ue unwasew.mdwn..
rauere ulwewwmyswe. swaaana5�wiacawiapvesrwrwarrouaanew ax�.antaamwearona.mo+deasnw
.mxwerr.eenn.oweeam..n.aseroe�.mmaanmrxwwnemsm.a,�. moss Mm.senaw.wmermme
6aWnwkaplgY4MMbi6Na'Re C/tlMSe rWtlW�=x 9Nwme rvE ae MwuN'ro9�'YWP'r�Wrmaa�YlwE. Rl4rresmrca tle
apwbtlww>enrwvepranEaw-ri�Wk eneTMNW9aWYegaoW
PENTAIR
TDH CALCULATOR
Pool Information PBG-SANDLIN-LOW SPEED
Pool Volume: 9155 Gal
Total Piping Lengths:
Turn Over Time: 4.50 His
Inlet Side: 58 Ft
Suction Lift 2 Ft
Discharge Side: 88 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
Inlet Piping: 2.052 In
Inlet Piping: 8 Ft/Sec
Discharge Piping: 2052.In
Discharge Piping: 8 Ft/Sac
Piping Head Loss at 33.91 Gal/Min:
(not incuding fittings or valves)
Inlet Piping: 1.14 Ft
Discharge Piping: 1.72 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer
This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Required Minimum Pipe Sizes:
Flow Rate: 33.91 Gal/Min
Inlet Piping: 1.5 In
Your Head Loss: 921 Ft
Discharge Piping- 1.5 In
Maximum Flow Rate
at Maximum RPM: 81.67 Gal/Min
Ensure the drain cover max flow rating is not
exceeded.
Head Loss at
Maximum Flow Rate: 41.09 Ft
15
5
0
System Head Pressure Curve
O 10 20 30
Volumetric Flow Rate ('
Selected Components
Components
xeatal
11m
oi.I
aslt ¢an
Zx2.0
Yx wM
4
4
am
am
Man oran
Viii"'
1
'A'cesawlam
1
oe
Piping
Mee
Ow6
ttM
3sN ay.N
80epet
10
10
LIB
45aeye,h
0
0
5
r twwp�
0
s
az1
on
Pumps
Nee
r
su0nrcvs
epb
1
alwu.en.awatrw,ae0ww.owwerrrsse � xa.
are ledab/albdfeWlaitllYLaYwbWNFmWWakrP
SuperFlo VS - 16M rpm
Clean System
Desired Operation Point
40 50
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
.�`�1pN� AIL•L� R�
�` e'.•'•�CEN'•
�
* : M.
_ No. 68212