HomeMy WebLinkAboutConstruction PlansXNC.
I
t R i
r(f`..z - 10-25-19
M. Randall Rodgers, P.E.
FL Lic. No. 68212
" 1801 Hazelwood Drive
Ft. Pierce, FL 34982
PH: (772) 201-1634 -
�r
E
,0..,. a ��+�'- �{�„fi`'i}�.4 �� s4 �" iN., rt" k r!-2 tr' � �:.;j : `�'•- ,,.z asn^�i � x k.� .
r
a _
TO CODE
+ I2"
24" SHEER DESCENT
0IF
log
DEPTH W 114
1
s'
tifcy „
V It
\CP
;X d
BUBBLER
o
„aS
321111
6
32' 1"
DECK SQFT: 663
SHEER DESCENT LINE 2"
RETURN LINE 2.5"
MAIN DRAIN LINE 2.5"
—, VACUUM LINE 2"
1'
DEPTH T 6"
X 3' STEP TILE
"M
M
g•—
LE
*A
7
REVIEWED FOR
CODE CON IPLIANCE:
ST. LUCIE' � Tj�,
BO( t
I have reviewed and I give my approval to prodlied with the construction
of this project.
x
Customer Date
5 AX WIDTH: 14" 4" MAX LENGTH: 28'
DEPTH; 3' 6" TO 4' 11" PERIMETER: 73'
SHAPE: ALLEGRO SQUARE FEET: 331
DIRT FROM EXCAVATION: HAUL
LEAVE: NO LEAVE & SPREAD: NO
LEAVE -MOVE -THEN SPREAD NO
EXTRA FILL & COMPACTION NO
JOB ENTRANCE: FAR LEFT SIDE OF LOT THROUGH GATE
6 X 6 TILE: AY-623 ALEXANDRIA INT FINISH: BLUE GEM
STEP TILE: AY323 DIAMONED ON STEPS
FILTER: CLEAN & CLEAR 100 PUMP: SUPERFLO VS
0.10TOR H.P. 1.5 HP TIME CLOCK: IN PUMP
CHLORINATOR: ICHLOR 30
LIGHTS 2 GLOBRITES IN THE POOL TRANSFORMERS 1
DOOL CLEANER: DORADO VAC LINE 1
MAIN DRAIN: 32" CHANNEL SKIMMERS: 1
RETURNS: 4 SWIMOUT OR LADDER: NONE 4' 11"
HANDRAIL: NONE
FILL LINE: NONE OVERl;i e !.INE: NONE
SPA SPECS: NONE
SPA PUMP:- NONE SLIDE: NONE
HEATER: NONE TANK: N/A
VAC. HEAD: N/A VAC. HOSE 1
VAC POLE: 1 BRUSH: 1
LEAF SKIMMER: 1 TEST KIT: 1
n FRFLOW LINE: FILL LINE: NONE
RE REMOVAL: STUMP REMOVAL: NONE
WATER & ELECTRICAL SUPPLY: REAR OF HOUSE
ELECTRICAL HOOKUP: PAYUK LEFT SIDE OF HOME
BACKWASH LINE: STD BLUE FLAT LINE
PATIO: 663 SQFT FLO-CRETE COLOR: SANDSTONE
EXISTING PATIO. 385 SOFT GRIND & TOP TERMITE: STD
DECO -DRAIN: WHITE FOOTERS: STD
PLANTERS: NONE OVERPOUR: YES
SCREEN ENCLOSURE: NATHAN WYATT "BRONZE"
SAFETY FENCE COLOR: BLACK ON BLACK
CUT & CAP SPRINKLERS: NONE, ABANDONED PIPES ONLY
APPROX GALLONS: 9950
PUMP G.P.M. SEE ATTACHED
SOLAR BY: NONE
YES NO
6" X 6"
X
SHEET TILL:
®X_
OVERPOUR
X
MOSAICS
X—
Meaner: R08ERT WOOD
Address: 8886 S FEDERAL HWY
C-' a PORT ST LUCIE FL 34982
One: 772-337-9713 ext 20
Cell: 772-631-3948 _
Email: robertbwood@atlr.net T
License #: CPC 1458338
Name: CHRISTOPHER E N': SE
Address: 2453 JOHNSTON RO
City: FT PIERCE FL 34951
Cell: 772-284-4434
Email: caver111469@gmaii.com
—Pool construction complies with FBC 2017 ANSI-7. ANSI-15
WHEN PROVIIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
(NO SCALE)
A
N
Vacuum (In Hg) X 1.13
Feet Of Head
1LWj11HI1L,,10iLW1,A
MAIN DRAIN
POOL DETAIL
(NU SCALE)
rnirsff M61E OF REPOSE
6• AND RRI ER - 4' THICK WAILS W/#3 REBAR 012' O.C. EACH WAY
3• To V - 6- THICI( WALLS W/13 RO Ni 012- O.C. EACH WAY
0• TO 3• - 8' Dora( %WLS W/j3 REBAR 012. O.C. EACH WAY
," m
A`
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
fB COPPER '
VERTICAL INSTALL
PoolBond PB-2008
Instal in Plumbing T at least 3' Below
Water level in Return PiipingAnstall
in sprinkler box for easy access
HATER BOND DETAILS FOR
3
3
5�
WAVATION MID THE ANLxE OF REPOSE IS ALLOWABLE PROVDED:
SFKNING IS INSTALLED AT EXCAVATION ALA SHORING SHOULD BE
FENT TO SECURE SOILS FROM N OMPROVEDD IF �I
r•
f
•SNNOOC1NDER OCCURS OCCIENGINEER DOES
"
•'
• COLPACRON TESL OF 11E BAaftLED MATERIAL ARE PROVIDED
'.. PRIOR TO THE PoUMIE OF THE PATIO
MISC. TES
1. ALL STEPS AND SWMOm RENCH OM
WEL HAVE 2x6 CAPIEE BORDER OF OPPOSITE
COLOR OF GEM 1Wu1T FOR VMUTY
2. HANIOLD TO BE NSTALIED ARE WHERE
DECK RASED +6' ABOVE POOL
STOS
!(Qt7E; REMOVE GRATE a
YIDL PONT n1A FROM MAIN fACW�011R
OIUN a ATTACH NIX. PUMP
LEE WHEN EPMNG POOL
6 x6
GRATE SHALL
BE SECURED IN IN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
r PER FL µN SLOPE
CAP ME
TILL
4' SLAB
TERIOR 2500 FIBER MIX
FINISH 4h- TYP. WALL-3,000 PSI GUNRE
..' STEEL-TEX FORM
OR KRAFT WALL
6• TYP. FLOOR .
TRENCH ORATI 3,000 PSI 13 • 12- O.C.B.W.
GUNITE - NOTE: FOR DEPTHS
t GREATER THAN 6• ADD
TREADED
PLUG i , ` (1)13 COVE BAR 06' O.C.
GRAVEN. B TO PUMP
TYP. WALL SECTION & WELL POINT
WATER LEVEL
(NO SCALE)
• •N E
EXISTING GRADE
OR 1 • TO 4
SLOPE
(1) #5 REBAR POOL PERIMETER
OR (2) #3 REBAR
RAISED AREA ELEV. & GRADE
(NO SCALE)
POOL PATIO
"
12 VAC FROM
.`3.:
?
POWER SUPPLY
`•.'
SIZE AS DETERMINED
z
d-
=•u x
BY LICENSED ELECTRICIAN
UNDERWATER•';,
LIGHT:-
`— 1' PVC
POOL FINISH - CONDUIT
STEP DETAILS >.
t. TAOID IS MN OF IV WIDE SCHEDULE 40 PVC SLEEVE
2. RISER NOT GREATER THAN 12' OLCEPT IF s==
MORE THAN (3) TREADS ARE USED - z• NO BONDING
3. ALL STEPS TO DE SOLID GUNRE 3000 P.S.I. OR GROUND
REWIRED
NICHLESS UNDERWATER LIGHT DETAIL
Na SCALE)
11
cwnN
(2) #3 REBAR OR
(1) #5 REBAR
N•
FOOTER DETAIL
(NO SCALE)
PIPING SCHEMATIC
CUSTOM MOLDED PRODUCTS INC.
POOLS
by
_ .ARE HNC
DECK 1 ROW OF WA70dRE TEE
WATERLINE -
HAIR a I
INEH MAz t
,,,�, ,,,,,.• —11 +3 STEEL W 12. O/C EW.
5wa�MI CMP 25506-32X VGB
PER 1RC4501.G6 COMPLIANT 32' CHANNEL DRAIN
OOMPtANT wlm
2017 FLORIDA BUILDING CODE
USED 10 ASMIEJANSI A1121g.8
32' CHANNEL DRAIN AND SUMP
25506-320-000
*THREE 2• SOCKET x 2.5' SPIGOT PORTS
*DEBRIS GUARD INCLUDED
*38.79in? OPEN AREA
%ft LISTED ROW RATES
*WHITE PVC BODY
'COVER GOES OVER BODY TO GIVE FINISHED LOOK To Pule
The maximum flow rating for this suction fitting with the center port plugged and outer parts
open is 308 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
fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 168 GPM
(well) when using 2.5• plumbing end 184 GPM (floor) and 176 GPM (wall) when using 27 plumbing.
RETURN TO POOL
THREE-WAY
WATER TO SHEER VALVE
DESCENT
d
-- - - FlLTER
SUCTION FROM POOL
TYPICAL SHEER DESCENT DETAIL
CHU SCALE)
CODE
ST. LI
B• THICK
TYPICAL SECTION THRU POOL
(No SCALE)
Pipe Size
6 fps
8fps
1'
16
gprl
0.14'
21
gpm
6.23'
1,5'
37
gpm
0,08'
` 50
gpm
0.14'
2-
62
gpm
0.06'
82
0,10'
2.5'
88
gpm
0.05'
117
gpm
0.09'
3'
136
gpm
0.04'
181
gpm
0.07'
4'
234
1534
gpm
0.03'
313',
gpm
0.05'
6'
gpm
0.02'
712
gpm
0.03'
Determine System now Rate: Minimum Flow Rate Required: 35 gpm per skimmer
1. Calculate Pool Volume: X)(X ft X)-(X- x 7.48(gal/Ft) = XXX of
(Surface Area) (Average Depth) (Volume in gallons)
2. Determine Flow Rate: XXX gal / XXX = XXX + XXX = XXX
(Volume) (Turnover Minutes) (Pool Row Rate) (Feature Flow Rate) (System Flow Rate)
Determine Pipe Sizes:
Trunk Piping to be 2.5 inch to keep velocity • 8 fps max. at 117 gpm Maximum System Flow Rate.
Return Piping to be 2.5 inch to keep velocity 0 8 fps max. aL 117 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
Pump Model PENTAIR SUPERFLO VS H.P. 1.5
Total H.P: H.P.xsMIoa Miar.1114iormonandbe2spesdarvariahlespead
Flier Make PENTAIR C&C Size 100
Filter min, arm based on 81v. bmmovwrlaw rite pod gai 1380 free. =1TmzRate
Divide G.P.M. by Cartridge =.375 or Sand =15 a D.E. = 2
Time Controller make ON PUMP Model ------
® ConnisaxstopeafeamminmmdMvspeeds
EWED FOFI I The overrides ndtoon
e e normal cydaar24 Irswidceffa less
;OMPLIANCE
CIE COUNTY
BOCC
DESIGNED FOR:
POOLS BY GREG
AVERILL RESIDENCE
2453 JOHNSTON RD
FT PIERCE, FL
11111111111,
,Op,LL RC
;"YBENS
1801 Rauh
* Pi7g
c77re77��e77,
0, FTATE(O
;0". LoR1D
***ELECTRIC NOT TNCI
PREPABFDBY:
STEVE HORST
DRAFTING &
3
, PENTAIR
TDH CALCULATOR
Pool Information PBG-AVERILL-HIGH SPEED
Flow Rate: 88.12 GPM
Total Piping Lengths:
Suction Lift 2 Ft
Inlet Side: 52 Ft
Discharge Side: 122 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
Inlet Piping: 2.4451n
p g
Inlet Pi
Piping: 8 FVSec
Discharge Piping: 2.445 In
Discharge Piping: 8 Ft/Sec
i Piping Head Loss at 88.12 Gal/Min-
(not incuding fittings or valves)
Inlet Piping: 2.55 Ft
Discharge Piping: 5.97 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: 88.12 Gal/Min Inlet Piping: 2 5 In
Your Head Loss: 34.77 Ft Discharge Piping: 2.5 In
Maximum Flow Rate
at Maximum RPM: 89.12 Gal/Min
Ensure the drain cover max flow rating is not
exceeded.
Head Loss at
Maximum Flow Rate: 34.78 Ft
System Head Pressure Curve
70
60
50
O_
z 40
a
30
20
10
O
0 25 50
Volun
Selected Components
Components
ru. as
Sia53�a)vyw
ka� anus
Piping
tl.ry
m e.y»euw
asa�eeeew
1ttlNay�
Pumps
tr.
swrcvs
se Lens r
ae.a.lx sarael
1
1 2e
5R
1
1 142
1 s.al
ye.1 oiwyr H.aelms•
Quwniy are.l3a
0 3 6 ,o
C
0 3 C.
0 5 tP
a`-rr
1
coke. R�Ry,RinrPa�wMla'eM.v.
S V perFlo VS - 3450 rpm
Clean System
Desired Operation Point
75 100 125
fM
ex^m Me
PENTAIR
TDH CALCULATOR
Pool Information PBG-AVERH.L-LOW SPEED
Pool Volume: 9950 Gal
Total Piping Lengths:
Tom Over Time: 4.50 His
Inlet Side: 52 Ft
Suction Lilt: 2 Ft
Discharge Side: 122 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(consult your local code)
Inlet Piping: 2.4451n
Inlet Piping: 8 FVSec
Discharge Piping: 2.445 In
Discharge Piping: 8 FVSec
Piping Head Loss at 36.85 Gal/Min:
(not incuding fittings or valves)
Inlet Piping: 0.51 Ft
Discharge Piping: 1.19 Ft
For advanced pools that contain multiple suctions, this program may be
inaccurate. Consult a hydraulics engineer.
This program is for single pump
sytemz with a single body of water.
Results: Your TDH Calculation
Required Minimum Pipe Sizes:
Flow Rate: 36.85 Gal/Min Inlet Piping: 1.5 In
Your Heath Loss: 7.97 Ft Discharge Piping: 1.5 In
Maximum Flow Rate
at Maximum RPM: 88.12 Gal/Min
Ensure the drain cover max flow rating Is not
exceeded.
Head Loss at
Maximum Flow Rate- 34.78 Ft }}
SysterA Head Pressure Curvo
O 10 20 30 40 50
Volumetric Flow Rate (GPM)
Selected Components
components
oesat
zazsawrre
taanoual
ar.,eea�
Piping
atsa.
90CyeBc40x
CSeeaeprLwi
T®Tl.grf
Pumps
xane
syAn. vs
x U,md
o.ry aaaerarn
t nta
e na
t as
t nm
rr a., er d
rrr ee+r arxerrn
1 a Le
1 a QOt
a s ax
agar
t
s:7 A:.E-sake-
sauweas:.wsawoanw
sib vveaM an grMsn u
n
DESIGNED FOR:
tip
84f�g z
_p �.�yStj pp�
Me i
0
0
&� PO o
U
all
o g"Xiat1 gP,
z ez
09 F ��
O
0.
Lij
J
s
a
Zp fai
Hm5
00 Mq g�'g
ef-0 $9 or.
w
��
pz j9j �$W Nx
c+z
•�, NP9�
aIGy O .x 60a
.if myy�n V W
�F 'Doe o
U
�o
y o w Si 1W
6i Cl
ro
z
POOLS BY GREG
AVERILL RESIDENCE
2453 JOHNSTON RD
FF PIERCE, FL
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
ROCC
P��ttOpLl. R
Q-PN�CEN,
1$�! Hmly
Piefce,
***ELECTRIC NOT INQ
PREPARED BY:
STEVE HORST
DRAFTING &
DESIGN SERVICES
M2)201.7M6 hmsL*ve@yaha
X3