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GLOBAL POSITIONING SYSTEM GPS NOTES
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1: G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTI<)
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G.P.S.2. RECEIVER lYf PE: TWO (2) DUAL FREQUENCY TOPCON I IIPER GA -II
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SYSTEM WITH CI'IANNELS (L'I & L2).
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LOCATION r�
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3. 1'HE ORIGINAL GPS RTK MEASUREMENTS LOCATED ON APRIL 29, 2016.
.
TYPICALLY, A BANE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL
NOT TO SCALE
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00
STATION Ull IILF_ A ROVING RECEIVER LOCATES EXISTING MONUMENTS,;
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IMPROVE E1`I1'S AND/OR TOPOGRAPHIC DATA AND CONTROL THROUGHOUT
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-Il IE PROJEG ]'AREA. REAL-TIME COORDINATE COMPUTATIONS AND PRECISION
I-
FILE
INFORMATION ARE DETERMINED VIA RADIO/MODEM LINK WITH THE BASE
CO PY
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.STATION AND RECORDED AS THREE DIMENSIONAL (3D) POSITIONS.
�gyyg�q
STREE �� ALJI- RESS
SCANNED
41, G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING'
CARLSON SURVEY 2808AND A CARLSON SURVEY 4- DATA COLLECTOR.
.2300 CANOE CREEK 'LANE, FORT PIERCE, FL :3495,3
BY
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County
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5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS:
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�
HORIZ-ONTAL.: •10MM F 1PPM (RMS)
VERTICAL:20MM 1°'I PPM (RNIS).
>
x 6,95
j N %2
i PA BICEL III
I
387,00' _
N 90'00'00" E
s I%2
PARCEL III
WELL 8& SrPTi.c
IN BACK YARD
OUT of RANGE
x L50
EGA L DESCRIPTION
FILE COPY
0,041
x 1.50
wAn1:r
1
04
x 2.06
x
0,04
Z WOODS COWREo
o •' WIRY 3, PARCEL 1;
tl' x 4,11
25'S�TBACi� iN .34 TanNst'onNz�a LOT 7, CANOE CREEK, ACCORDING TO TIIC MAP OR f LAr I IEREOF, AS RECORDED IN PLAT BOOK 18, PAGE 9,
6, 9
rrro/IR 4 . rnc•i.WN ' ' s'9eP�5 1 p' 4Z s ( CT OF THE PUBLIC RECORDS 01- ST LUCIE COUNTY, FLORIDA.
D%�1 COPY
NO IDDt iw, TREE LINE y 5 p No to LE Y
NOD 4 d SUBJECT TO THAT CERTAII\I GRANT Cl-EASEMENT FROM R. N. KOBI_EGARD III AI'�ID CHARLENE W. KOBLEGARD,
191.18 4 46 4,51 103.7 - - -
COLLAfJ AS TRIJ� I -El- DATED APRIL 28 1981 WHICH IS RECORDED IN OFFICIAL RECORDS
V 89°50'56" E N E 9'50 56 E o WIFE, T A ,
1 x 4.14 Donlrtr,BT 3,37 HIS WI 0 DALE
8001< 358; PAGE 2590.
2,6b
L
00- `3,9 ,7SLTNAII&DISK PARCEL 11;
Lb It 79U3
3 2_-
• o � IJFGREEK-LANE- 3R 3,65 — FEET SOUTH OF THE NW CORNER OF THE SW Y4. O THE SW ), OF SECTION 4 TOWNSHIP 36 SOUTH
, „' � BEGIN 300 F T 4 n
N 89 50 56 E DROPINLT17
pp 6oR/w 20'ASPRALT: RANGE, 40 EAST; THENCE RUN EAST 1;1f'1.30 FEET TO 1I-I I. PC)B; THENCE CUP,111NUE EAST 271 FEET; THENCE
.9 FND NAIL & DISK - 2
NO ID : RUN SOUTH 100 FEET TO THE NE CCRIJER OF LOT 7, CANOE CREEK, AS IPd PLAT BOOK 18, PAGE 9, OF THE
' 2 ]HE 22. .. h PUBLIC RECORDS- OF ST. LUCIE COUPJIY, FLORIDA; THENCE RUN WEST �71 FEET f0 T11E NW CORNER OF SAID
r%LEv=s.9r DROP INLET i" LOT 7; THENCE RUN NORM 1100 FEET TO .POB, ALL LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA.
NAVI) OF:L988
PARCEL III
THE NORTH J'z OF THE FOLLOWING DESCRIBED PROPERTY;'
BEGIN 300 FEET SOUT-1 OF THE NW CORNER OF THE SW Y. OF T1-1E SW )�. OF SECTION 4, TOWNSHIP 36 SOUTH,
RANGE 40 EAST; THENCE RUN EAST 1,452.30 FEET TO THE POINT OF BEGINNING; THENCE :CONTINUE EAST, TO
THE WEST SHORE OR THE NORTH FORK OF THE ST. LUCIE RIVER; THENCE MEANDERING THE SAID WEST SHORE
IN A' SOUTHERLY DIRECTION, TO A PCIIJT' LYING 100 FEET SOUTH OF THE POII+IT OF BEGINNING; THENCE RUN
1 -
_ c oi< 1� PAGE 9 PUBLIC
-WEST, TO THE NW CORNER ON LOT 8, CANOE CREEK AS [RECORDED IN PLAT B OF THE PU LC
RECORDS OF ST. LUCIE COUNTY, FLORID/�; TI-IENCE RUN NORTH, 100 FEET, TO THE POINT OF BEGINNING, ALL
LYING AND BEING IN S1. LUCIE GOUNI Y,FLORIDA.
TOGETHER WITH ALL OF GRANTORS RIGI-IT, TITLE AND INTEREST IN AND TO -THAT CERTAIN GRANT OF EASEMENT
DATED APRIL 28, 1981 RECORDED IN OF171CIAL RECORDS BOOK 358, PAGE 2590, PUBLIC RECORDS OF S1 LUCIE
COUNTY, FLORIDA.
x 4.73
x 1,50.
x 2.85 x 89. 1� SURVEYOR Q. MAPP;ER. Ii o w
L,130703 o 7 ADDITIONS:OR DELETIONS TO SURVEY E7311%Il ro ¢oU
z O EY MAPS OR REPORTS BY r s�,
'rl OT-IER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
/ a C WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. (� �N<
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t` 8, INFORMATION SHOWN HEREON IS BASED ON PLATTED -.AND FIELD 0 Z='
(7' ME SURED DATA. try to U) "�Z�
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tTj 9. THE LAST DATE OF FIELD .WORK WAS DUNE 10, ,2018. q � � N C,o`
�: _ �Uw
10.1 LANDS SHOWN HEREON WERE NOT ABSTRACTED BY, THIS OFFICE ��— �%' =� o 00E
- FOR RIGHTS OWN CR FI —OF—WAY; EASEMENTS OF RECORD,.. 0 - S 1 P ` � w -
ABF MPHY ACT DEEDS. l NDONMENT'S DEED RESTRICTIONS. 0 UR , Z. �° o
Nr
I1J <u
11.� ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED 'UPON U 0. r 0
CL
NO*TH AMERICAN VERTICAL DATUM (NAVD) OF 1988.' ZZ
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FILE COPY
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LEGEND & A sBREVIATIONS
DRAWN: AY1 CA
CHECKED BY :.CA
DATE1..' APRIL, 30,r 2017
HORIZONTAL SCALE
1 _3o,
OC POINT 01- COMMENCEMENT
ELEV ELEVATION PRM PERMANENT REFERENCE MONUMENT
GENERAL NOTES
1. THE .BEARINGS SHOWN HEREON ARE BASED UPON THE 'NORTH
>
~
i
BOUNDARY. OF CANOE CREEK,' AS RECORDED iN PLAT. BOOK 18,
PAGE 9, ST, LUCIE COUNTY PUBLIC RECORDS.
LJ
.
2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN
Z
2
H
LOCATED AND SHOWN
R.:
,HEREON.
3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND
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A
x 4;' 3
FOUNDATIONS WHICH MAY OCCUPY LANDS OF"OTHERS.
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IT IP '-
4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN
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1 =
NO ID 4�5
LOCATED ON THIS SURVEY.
\
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5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS.
CO
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S
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IN ZONES "AE-7", ACCORDING TO THE. FLOOD INSURANCE.:RATE MAP,
a
o
0
COMMUNITY PANEL NO. 12111 C 0276 J; EFFECTIVE DATE :FEBRUAR.Y
"
ply � �
16, 2012, THE -EXACT. DESIGNATION CAN ONLY BE DETERMINED BY
t-]
_ AN ELEVATION CERTIFICATE:
6. REPRODUCTIONS OF THIS MAP ARE NOT VALID .WITHOUT THE
Q
((`� �( � RAISED SEAL ,OF A 'FLORIDA LICENSED
SI NATURE AND ORIGINAL S S
`4 M
0
�41<
w y
A
p
ARC LENGTH
NO OR #'
NUMBER
A/C
AIR CONDITIONER
NTS
NOT TO SCALE
BM OR �
BENCHMARK
CHID
OVERHEAD UTILITIES
C
CALCULATED FROM FIELD MEASUREMENTS
ORB'
OFFICIAL RECORDS BOOK
CBS
CONCRETE BLOCK STRUCTURE
P
PLAT DATA
C/L
CENTERLINE
PG(S)
PAGE(S)
CM
CONCRETE MONUMENT
PLS
PROFESSIONAL LAND SURVEYOR
D -
DE ED
POB
-
POINT OF BEGINNING.
DEC OR'
DEGREE
-
FDOT
FLORIDA DEPARTMENT OF TRANSPORTATION
PSM
PROFESSIONAL SURVEYOR AND 'MAPPER
FIFE
FINISH FLOOR ELEVATION
R
RADIUS
FND
FDUND
RLS
REGISTERED LAND SURVEYOR
GPS
G OBAL POSITIONING SYSTEM
R/W
RIGHT-OF—WAY
ID
IDENTIFICATION NUMBER:
[
WATER METER
IP
IRON PIPE
&
AND
IR
IRON ROD
@
AT
IRC.
IRON ROD & CAP
L\
DELTA
LB
BUSINESS
U ILI TY POLE
LS
..LICENSED
LICENSED SURVEYOR
1h .
MANHOLE
M
MEASURED DATA
FIRE HYDRANT, -
NAVD
NORTH AMERICAN VERTICAL DATUM
NGVD
NATIONAL GEODETIC VERTICAL DATUN4
NOT-VAUD' WITHOUT THE SIGNAIUf
AND ORIGINAL RAISEDSEALOF A
FLORIDA LICENSED SURVEYOR &
MAPPER
r;
� 1
SEAL. .
-91
AIR" L�)Gv ;:AIR N OLD
PROFESS10NAL SURVEYOR & MAPP
FLORIDA. LICENSE NO. 4971 -
PRINTED DATE
SHEET `1 OF I
PRO ITCT 1 n
RAMBO RESIDENCEMAX WIDTH: 13' MAX LENGTH: 26' 4" _
RECEIVED DEPTH: 3'6" TO 576" PERIMETER: "1 1.
POOLS DEC Q 3 2018 SHAPE: FREEFORM SQUARE FEET: 279
by STDIRT FROM EXCAVATION: LEAVE
. Lurie County, Permitting LEAVE: YES LEAVE & SPREAD: NO
FILE COPY SCREEN ENCLOSURE THE PORCH FACTORY LEAVE -MOVE -THEN SPREAD NO
EXTRA FILL & COMPACTION NO
.EG, 30B ENTRANCE: GATED DRIVEWAY LEFT SIDE OF HOUSE
INC. SPA FLUSH ON RAISED 12'r DECK 18 LEVEL SPA BENCH
21- 6 X 6 TILE: GC62346B6 INT FINISH: HAWAIIAN
DECK SQFf: 625 STEP TILE: GC6234866 ON STEPS
FILTER: CLEAN & CLEAR 150 PUMP: INTELLIFLO VS
_ VACUUM LINE , 13' a" — —Y— • 32' 6" MOTOR H.P. 3 HP MAX TIME CLOCK: IN PUMP
CHLORINATOR: INTELLICHLORIC-20
z SH, =: ' ! ( gX SPA HYDRO LINE_ 2.5 IS-4 LIGHTS 2 GLOBRITE, 1 POOL,1 SPA TRANSFORMERS 2
9 - - -_
POOL CLEANER: DORADO VAC LINE 1
NICHELESS SPA LED AC ; R MAIN DRAIN: 32" CHANNEL SKIMMERS: 1
Z, RETURNS: 4 SWIMOUT OR LADDER: SWIMOUT
SPA MAIN DRAIN LINE 2•5" STEP TILE HANDRAIL: NONE _
x SPA RETURN LINE —2.5• 4 T ZI" MAIN DRAIN �r FILL LINE: NONE OVERFLOW LINE: NONE
CO TkE7t ortn-e a __ y
9 I + 1
: = C 18• 1 • •� "/- • F SPA SPECS: 6' CIRCULAR FLUSH ON RAISED PATIO
/ a = n . 3' 6"- - SPA PUMP SUPERFLO 2HP SLIDE: NONE
g X C I� 36" jLiWA 6 � � " 5' 6" HEATER: ULTRATEMP 120c TANK: N/A
SPA MAIN DRAIN 0" VAC. HEAD: N/A VAC. HOSE 1 _-
m C r A �53"� N VAC POLE: 1 BRUSH: 1
x & j*a _x BUBBLER j' 4` ' LEAF SKIMMER: 1 TEST KIT: 1
� � �- � � ' a \ �� � � ✓" t' NICHELESS POOL LED --. ` OVERFLOW LINE: NONE FILL LINE: NONE
} '3I ,. a CA UMBRELLA SLEEVE \\\ TREE REMOVAL: NONE STUMP REMOVAL: NONE
P x w 3' 7" STEP TILE
WATER & ELECTRICAL SUPPLY: REAR OF HOUSE
a ro 0
Iu 3 - +� C r •e,.,,. ,_ w ELECTRICAL HOOKUP: PAYUK LEFT SIDE OF HOME
ZipBACKWASH LINE: STD BLUE FLAT LINE
DEPTH 3' 6 -+
PATIO: 625 SQFT FLO-CRETE COLOR: GULL GRAY _
�I • ^Egg \' r"Fi u V de 12" \ ...._
'a&aSUNDE 12" EXISTING PATIO: LEAVE ALONE TERMITE: STD
-y �\ DEC-O-DRAIN: WHITE FOOTERS: STD
t ' I BUBBLER LINE
t .19 '1 ; x - RETURN LINE 2.5" PLANTERS: NONE OVERPOUR: YES
V •C
IV I SKIMMER LINE 2" SCREEN ENCLOSURE: PORCH FACTORY "WHITE"
8 u I - - CUT & CAPNSPR SPRINKLERS: ALARMS BY
['�HOMEOWNER
a t• F+3 d MAIN DRAIN LINE 2.5"
■ . G.� •__ % I I DEC-0-DRAIN APPROX GALLONS. 9500
20' PUMP G.P.M. SEE ATTACHED
aI `9 ❑ � SOLAR BY: NONE
\ ro R 3
= .. _ YES NO
G" z?
2 I EXISTING LANAI 2405QFT TO BE 6" X 6" _x—
/ L y = LEFT AS IS SHEET TILE
OVERPOUR
.r X
- _ I MOSAICS _X-
4
M` V
5.WM
Iex . r
� - � .il' i i rL POOLS by GREG Inc.
P fY m 12' 6" SCANNED
Designer: ROBERT WOOD
£ BY
WINDOW & DOOR ALARMS Address: 8886 S FEDERAL HWY
St. Lur"ia countT
# 2 �d � 3G —
WATERLINE TILE: GC62348B6 �0Iz1A& -let City: PORT STLUCIE FL 34982
STEP TILE: GC62348B6 THESE PLANS AND ALL PROPOSED WORK REVIEWE CO R COMPLIANCE
N Phone: 772-337-9713 ext 20
ARE SUBJECT TO ANY CORRECTIONS REVIEWED FOR COMPLIANCE
LE COPY
FLO-CRETE: GULL GRAY REQUIREDAY BE BY FIELD INSPECTORS
ORDERT O THAT DA EE D Cell: 772-631-3948
CONCEALED TH FASTENERS OR ATTACHMENTf:
EXPANSION JOINTS: WHIPL.YWITHALLAPPLICABLECODES" PLANS AND PE MIT MUST BE KEPT ARE THE RESPONSIBILITY OF THE Email: robertbwood@altnet SITE OR NO INSPECTION(S) WILL ADE fIONPRACTORORRECORD License #: CPC 1458338
INTERIOR FINISH:HAWIIAN
CLIENT INFORMATION
AUTOMATION: 8CS-IC20, SCREEN LOGIC
CHILD BARRIER: 2 ALARMS CLIENT APPROVAL Name: JOHNNY &SPRING RAMBO
Shane: QRi71LAR I have reviewed and I give my approval to proceed with the construction of this project. Address: 2300 CANOE CREEK LANE
PLUMB WATER FEATURES FIRST Width: 6F'
Perim: 3Ff X City: PORT PIERCE FL 34981
- Perimeter. IV
/ - Square Footage: 29 Cell: JOHNNY:318-706-9637
'`- Material:
.- Customer Date Email: johnny.scott.rambo@gmaii.com
- - _ - Spillway: I / 36"
-Pool construction complies with FBC 2017, ANSI-7, ANSI-15
-Water Velocity -Max 8ft/sec as per FBC 2017-R4501.6.3
-Dnnl Rnrricr DA5r11 17-R+h or'l;flnn FI
-Soil bearing capacity assumed 2,000psi @95% compaction
-Equipment Foundation 3'x7' cone. slab min 3.5" thick pour in
WHEN PROVIDED
SHALL BE AT 20" MAX
BELOW THE
WATERLINE
SWIMOUTS
2.5" SPA
PRESSURE GAUGES INSTALLED ON
FILTER PUMP FOR FINAL INSPECTION
Vacuum (In Hg) X 1.13
Fast Of Head
19
Pressure (PSI) X 2.31
Feet Of Head
Vacuum Head + Pressure Head
= Total Dynamic Head
HYDRO -STATIC RELIEF
DEVICE INSTALLED IN
AREAS THAT EXCEED 1'
WATER TABLE IN SHELL
TRENCH DRAIN
MAIN DRl31y
POOL DETAIL
(NO SCALE)
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER - 4" THICK WALLS W/'3 REBAR 012' O.C. EACH WAY
3' TO 6' - 6" THICK WALLS W/13 REBAR 012' O.C. EACH WAY
0' TO 3' - B' THICK WALLS W/t3 REBAR 012. O.C. EACH WAY
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2x6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR MSIBIUTY
2, HANDHOLD TO BE INSTALLED ARE WHERE
DECK RAISED +6' ABOVE POOL
F�
EXCAVATION INTO THE PD AT X REPOSE IS ALLOWABLE HOULDEB
" SHORING T INSTALLED AT EXCAVATION ER AND SHORING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
" NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
" COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED
PRIOR TO THE POURING OF THE PARO
STEPS
(NO SCALE)
STEP DETAILS
1. TREAD IS MIN OF 10' WIDE
2. RISER NOT GREATER THAN 12' EXCEPT IF
MORE THAN (3) TREADS ARE USED
3. ALL STEPS TO BE SOLID GUNITE 3000 P.S.I.
NMLE. RE' GRATE &
WELL PoINY PLUC FROM MVN
ORMN @ ATfAGH Au'. PUMP OUR
UN
WHEN EMPTYING POOL
6"x
GRATE SHALL
BE SECURED IN IN
PLACE SO
THAT To
ARE REQUIRED
FOR REMOVAL
TRENCH DRAIN
TREADED
PLUG
Y*' PER Fri_ SLOPE-►
OR
6'
R CAP TIE '. . 4'.
CAP TILE .,
TILE
°°SLAB
(2) #3 REBAR OR
TERIOR 2500 FIBER MIX
(1) #5 REBAR
POOLS
FINISH - 4>' TYP. WALL-3,000 PSI GUNITE
�- STEEL-TEX FORM
Jsr\
OR KRAFT WALL
6" FLOOR ': , �
8" � �
1■1/l II
J
-�-
3,000 P51 #3 0 12' O.C.B.W.
00
GUNRE NOTE: FOR DEPTHS
.2R GREATER THAN 6' ADD
(1)#3 COVE BAR ®6° O.C.
r1
Q
( (
GREG
U
tip' � INC.
-
GRAVEL BE TO PUMP --►
TYP. WALL SECTION & WELL POINT FOOTER DETAIL
(NO SCALE)
OVERPOUR OR CAP TILE
WHERE APPLICABLE
6"x6° TILE
SPA BENCH 18"
BELOW WATER LINE
GRATE SHALL
BE SECURED IN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
TRENCH DRAIN
GRAVEL
�- 4' SLAB
2500 PSI FIBER MIX
4> - TYP. WALL-3000 PSI GUNITE
FLOOR STEEL-TEX FORM
••'x •:• .''j,":..:. OR KRAf7 WALL
•,. .., � :•r^>• #3 0 12° O.C.B.W.
TO PUMP -►
SPA WALL SECTION
(NO SCALE)
VENT LINE NOT TO BE
FURTHER THAN 40 Er
FROM POOL 25' MAX
Tp JET WE
LENGTH TO FILTER
PUMP PUMP
i
TO AIR •: w. TO AIR
VENT CHANNEL =.d.a% VENT
DRAIN -'
SPA DETAIL
(NO
I8 COPPER
TO GRID
HORIZONTAL INSTALL
#8 COPPER
TO GRID
VERTICAL INSTALL
PoolBond PB-2008
Install in Plumbing T at least 3" Below
Water level in Return Piping.lnstall
in sprinkler box for easy access
PATER BOND DETAILS F01
NICHLESS LIGHT SYSTEM
POOL PATIO
WATER LEVEL
12 VAC FROM
POWER SUPPLY
SIZE AS DETERMINED
BY LICENSED ELECTRICIAN
UNDERWATER
:.�
' 1' PVC
POOL FINISH .. CONDUIT
SCHEDULE 40 PVC SLEEVE
No BONDING
OR GROUND
.i REQUIRED
NICHLESS UNDERWATER LIGHT DETAIL
(NO SCALE)
HEATER FILTER
CHLORINATOR
AL
HEATER
BY-PASS
SA
N
DiW
nR0 OR
3 xsi 00� °
PIPING SCHEMATIC
PUMP W/ MR &
UNT STRAINER PUMP W/ MR &
T- LINT STRMNER
CUSTOM MOLDED PRODUCTS INC.
SINGLE CHANNEL DUAL OUTLET CMP 25506-32X VGB
PER FRC4501.6.6 COMPLIANT 32" CHANNEL DRAIN
COMPLAINT WRH
2017 FLORIDA BUILDING CODE
LISTED TO ASME/ANSI A112.19.8
32" CHANNEL DRAIN AND SUMP
25506-320-000
'THREE 2' SOCKET x 2.5' SPIGOT PORTS
*DEBRIS GUARD INCLUDED
"38.79in? OPEN AREA
*IAMPO LISTED FLOW RATES
*WHITE PVC BODY
*COVER GOES OVER BODY TO ONE FINISHED LOOK To PUMP
The maximum flow rating for this suction fitting with the center port plugged and outer ports
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
filling with the outer pods plugged and the center pod 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.
(T:1A00(*yeAl.
a )
(• A
H *.
•11 �l i
W'
RAISED AREA ELEV. & GRADE
(NO SCALE)
DECK
1 ROW OF WATERUNE TILE -
WATERLINE
MAX5'-6
93 STEEL 0 12' 0/C E.W.
6' THICK
FLOOR SLOPES
FLOOR SLOPE SHM1 ar
RE OID Y DNwaRll AND
COMPLY wm NmCIFS 561
MA 5.6.3
THE SLOPE OF nE aaOR FR011
THE uwrru un WNI
TOWARDS THE DEEP AREA SWdl
an UCM 1 Poor M 7 Your
15'-10" 3'-C
!.. ">O 4
TYPICAL SECTION THRU POOL
(NO SCALE)
Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume: =:ft-__x 7.48(gal/Ft) = __gal PUMP
(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_ L5 _inch to keep velocity 0 8 fps max. at 117-gpm Maximum System Flow Rate.
Return Piping to be 2.5-inch to keep velocity 0 8 fps max. at 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 INTELLIFLO VS3050 H.P. 3
Total H.P.-H.Rx sente factor. i Hp. or more must be 2 speed orvariade speed
Filler Make PENTAIR C&C Size 200
Etter min. area baud on eal Wmoverflow rate pool gal./ 360 min. - Flow Rate
DI G.P.M. by Canddge=.375or Sand =15orD.E.=2
Time Controller make ON PUMP Model ------
Controls must operate a mkdmum of two speeds.
The higher speed override H not to exceed one annual mde or 24 hat. whichever is leas
Pipe Size
6 fps
8fps
1'
16 gpm 0.14'
gpm 0.23'
j50�
1.5'
37 gpm 0.06'
gpm 0.14'
2'
62 gpm 0.06'
82 QDM 0.30'
2.5'
88 gpm 0.05'
17 gpm 0.09
3'
136 gpm 0.04'
1e gp . 7'
4'
234 gpm 0.03'
313 gpm 0.05'
6'
S23 gpm 0.02'
712 gpm 0.03'
Determine Pipe Sizes: HYUHUS
Trunk Piping to be_ 2_5_inch to keep velocity 0 8 fps max. at 1 17 gpm Maximum System Flow Rate.
Return Piping t0 beinch to keep velocity 0 8fps max. at_ 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 H.P. 2
Total HP: H.P.x service factor. IH.p. a more must be 2 speed orvadable speed
Fitter Make N/A Size ---
Filter min, areabesed on 6'hr. turnovarflow rate pod gal. /360 min. = Flow Rate
Divide G.P.M. by Canddge =.375 or Sand =15 or D.E. = 2
Time Controller make N/A Model ------
Controls must operate a minimum oftwo speeds.
ThehlnhnrgnaminvArMAkt tmnvcaedmennrmelrvdear24hmwhkhevertsleas I
Pipe Size
6 fps
1'16
pm D,14'1.5'
37 gpm 0.08'
2'
62 pm 0.06'
WgpmO.14'
2.5'
88 m 0.03'3'
136 pm 0.04'
4'
234 pm 0.03'
313 gpm 0.05
5'
534 gpm 0.02'
712 glom 0.03'
DESIGNED FOR:
POOLS BY GREG
RAMBO RESIDENCE
2300 CANOE CREEK LANE
FT PIERCE, FL
ENGINEER: GREGORY ARIAS
PROFESSIONAL ENGINEER PE-7
10299'mar"mBlvd. 2
Royal Palm Beack, Fl_
(305)879- 541
***ELECTRIC NOT INCLUDED**'
PREPARED BY: SHEET:
STEVE HORST /
DRAFTING& 2,,f
DESIGN SERVICES /J�' 3
(772)201.7846 horst.steve@yahoo.cam
412
Pentair TDH Calculator Page 1 of 2
0 PENTAIR
TDH CALCULATOR PBG-RAMBO-HIGH SPEED
Pool Information
Flow Rafe: 1D0.79 GPM Total Piping Lengths:
Suction Litt: 2 R Inlet Side: 68 Ft
Discharge Side: 84 Pt
Maximum Pipe Velocity Allowed: Piping Sizes:
(oomuft your bcel woe) Inlet Piping: 2.445 In
Branch Piping: 8 FVSec Discharge Piping: 2.465 In
Inlet Piping: 8 FSec
Discharge Piping: B FVSec Piping Pi in Head Loss at 100.79GaUMin:
(not muieirq RnMgs crvaives)
Inlet Piping: 4.27 Ft
Dise harge Piping: 5.27 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
Suggested Minimum Pipe Sims:
now Rate: 100.79 0.11min Branch Piping: 3.0 In
Your Head Lose: 78.56 Ft Inlet Piping: 2.5 In
Maximum Flow Rate Discharge Piping: 2.5 In
at Maximum RPM: 10079 GaUMin
Engine the drain Cover max flow rating is oat
exceeded.
Head Loss at 78,57 Ft
Maximum Flow Rate:
System Head Pressure Curve
ISO
} 100
60
s
Imeliimo Vadade StooW, %e+SVRS. VF, or V9F - 34M rpm
Cleon Syaem
E: Desired Operation Point
0
0 50 100 150
Volumetric Flew Flats (GPM)
https://www.peiltairpartner,.;.com/marketing/tdh/index.aspx 11/21/2018
Selected Components
Components
Heal essM
Nerve Q." 1m.780aI1Min
Mfe1NCDlm N:-20 1 2.70
rxZS-3,oq.Ne 4 8.10
Men Don 1 1.75
Clem and Clear 1 9.58
UersTemp 1 39.12
1 hvhfteam 4 Ib2
Piping
MM OWtarge Head Losest
Name QeNIMy Quantity 100.7a0NMin
meeweeelbox 7 14 9,10
oftreaaN a 0 Oco
TeeThough 0 3 0.92
Pumps
Nuns Coerce,
InlenFb Variable speed, VS+SVR9. VF. 1
crVSF
A9Po badersarla and Axxe ma oxnetl byPonhir,Ira. MMNFba, NalACwnnS, Euy7bocbt, MroaToo,00, SWTMu ^and Em Selects'
we Meadow! arlrow bua ft aloletN Water Poa'wM SPA, A...Mdbr ns w1MMed canyanae, 0 Me Untied Slobs S,XV`-NM1
.nos UMea axpnolyiWeel. name And bmmb M d4N owto. NO Prey be uxedln Mile d oiwit we noluad No Mtliuro m aMNetlona
eMwNmmID.Msen Me ownerwMeae mmeseMWmtl.eM Female WarorPoslaMSpa. Mc. leow rumoerMWmtl. maybe Ms
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dgbtM Nunps epeddmtlma wflraRPrlorrefce FMbf b en ^.Val PppwMMN ariployer
* PENTAIR
TDH CALCULATOR PBG-RAMBO-Low SPEED
Pool Information
Pod Volume: 9500 Gel
Total Piping Lengths:
Turn Over Time: 4.25 His
Inlet Side: 68 Ft
Sudan Ult 2 Ft
Discharge Sloe: 84 Ft
Maximum Pipe Velocity Allowed:
Piping Sizes:
(osneultyourloraleode)
Inlet Piping: 2.445 In
Branch Piping: 6 FVSec
Discharge Piping: 2.445 In
Inlet Piping: 8 FVSec
Discharge Piling: 6 FVSec
Piping Head Loss at 3725GaUMin:
(not miaMp rumps or raNea)
Inlet PlpMg: 0.68 Ft
Discharge Piping: 0.83 Ft
F-oradvanced 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
Suggested Minimum Pipe Sizes:
Flew Rate:
37.26 G"i n
Brand, Piping:
2.0 In
Your Head loss:
17.80 R
Inlet Pilng:
1.5 In
Maidmmn now Rate
Discharge Piping:
1.5 In
at Maximum RPM:
100.79 Gatil
Ensme Me drain covermax flow raring is not
exceeded.
Head Loss at
78.57 R
Maximum Flow Rate:
System Head Pressure Curve
0 10 20 30 40 50
Vdunwok Flow Rate (OPM)
Selected Components
Components
Head Lou a
37.250aUMM
1
In1dRChbr IC-20
1
052
rx2.V3w,,ndVa
4
OA7
MeN pram
1
0.41
Clean and User
1
0 DO
Laorw p
1
10.20
1 Inch Resin
4
04
Piping
MM
Discheryle
Xead LOaM
Nam. Dismay
V aadNy
a1.M0aUMM
m 4'. dbew 7
14
1'"
45 degree emaw 0
0
O.00
Tee Thigh 0
3
0.15
Pumps
Name
ouamlry
Ime1NFxl Wrobls $Peed. V9+$YRS. VF.
1
PrVSF
HLECTRICAL EQUIPMENT EHUNG, GROUNDING AND UWAIIATION MUST
CONFORM TO THE 2017 N.B.C. AND APPLICABLE LOCAL CODES
80e WIDE x OW HIGH z 80w DEPTH CLEAR WORKING SPACE IN
FRONT OF ANY PANEL BOARD PER 110.28(A), 110.28(2)
AND 110.28(3) OF THE 2017 NATIONAL ELECTRIC CODE
L UTEA 4AOOF G.F1
MIST No GE MORE
TNNI 20' RWIII POOL
EDGE ANO NOR
WIIMI 3' OF POOL EDGE
N.B.C. 2017 NBC. 080.E
POOL halt w/$.T.
mm-smo
NE.C. APPROVED
1' M CUNDUR
1/2' COte1R
tt88 SOLE COPPER MIRE
f0 EOWOIEM01 BOND
a IB SPUD COPPER
WIRE To OKM
ELECTRICAL DETAIL
AINTAIN-BOx(S)
MIN OF 8'
A90E POOL DECK
QL-
:FEZ \���*Iil��
NOTE: ALL RLSCTRICAL WORK SHALL
CONFORM TO N.H.C. 2017 SEC. 080
STAINgALNESSS STR®.
(SAME BDRAIL FOR
OG
- ANCHOR WITH
Ie saw CCPPEB
_ BOND CONE Vi
APPROVED CLAWS
18 $G10 COPPER
BOND WIRE all
APPROVED CAMPS
NICHE
18'MIN-24"MAX
CLIPS 4' TO 6' BRIM
sus -GRADE BOND TO
EOUIPI.W AL-MICRWw
POOLS
1-18 SOLID BARE COPPER
BOND NNS MIN APPROVED
DAN 0 (4) SINS OF
GIRMIE POOLS BOND TO
POOL SEE
EOUIPOTENTIAL BONDING DETAIL
PER FWRMA BUILDING CODE ADAPTION
OF THE N.B.C. 2017 SEC. 680.28
Pentair TDH Calculator Page 1 of 2
0 PENTAIR
TDH CALCULATOR PBG-RAMBO-SPA
Pool Information
Flow Rate: 95 GPM Total Piping Lengths:
Suction Lilt: 2 Ft InIMSide: 46 Ft
Discharge Skis: 54 Ft
Maximum Pipe Velocity Allmeed: Piping Sizes:
(insuh your o.I mole) Inlet Piping: 2.445 In
Brarah Piping: 6 FU8ac Discharge pipsgt: 2.445 In
Inlet Piping: 8 FUSac pion Head Loss at 85.00GaOMin:
Discharge Piping: 8 Rise,:Dw000dto08Nm0e or valves)
Inlet Piping: 2.59 Ft
DISOharge Piping: 3.04 Ft
For advanced pools that contain multiple suctions, this program may be
Inaccurate, Consult a hydraulics engineer, This program is for single pump
sytems with a single body of water.
Results: Your TDH Calculation
Suggested Minimum Pipe Sizes:
Flew Rate: 95.00 G.Min Branch Piping: 3.0 In
Y,xr Head Lose: 22.18 Ft Inlet Piping: 2.5 In
Maximum now Rate Discharge Piping: 2.5 In
at Maximum RPM: 9&00 GatlMin
Enema the drain c.vsrmax saw rating Is not
exceeded
heed Laseat 22.18 R
Maximum Flow Rae:
System Head Pressure Curve
40
30
0
iC 30
1
10
2hP, E., Single Speed (348025)
Clam S Mam
I Desired Operation Point
0
0 0 im
Volumetric Flew Rate (GPM)
https)/www.pentairpartnem.com/marketing/tdh/index.aspx 11/21/2018
Selected Components
Components
Head Lua M
Name OaMay 95.0aiaUMin
Who
Mien
0 m
W
Mara baI'
n i 1.5
14 inch RMum 0 4.66
Piping
Inch OlVadarge Heed Lase M
Name owsraty guanier 95atteaNMin
90Eegreeeaow, 6 11 6.80
45 dagrae Qow 0 5 0.57
Tee Ttft.0 0 3 O.m
Pumps
None auamlry
tip. E+,$We$Psed(3460i5) I
AN PoMab VaWmerke isle boos era.wind by Finish. Inc. InMtliFba. MbaCwnmm, EasyToucha, Mbdroiclee. $unTouda. arch Era Svro
M'WeiaTd saa oeAe a o, bBdwnellre PIFae9M ware FOd ant ape, MG sn Mta erflfxed can o.111 ail ureed$rame marW MMJ
Pounldea. article explsady lbrod nMnee md6reMeofMWpeMa IMtmey De usedM Mb ddcumenl ws rat uasdM Mtlkero m elMafan a
endorameMDeDvserr rile awnea alMeu nmwa rod NandsaMPonroir lYaror Pool Intl spa, Inc. Throw names lent DmMx maYDo me
DaWmeMa wmddeMtl hakmerA'e office MDtlpaMea Beaaua xe ere caarcoudYlmpmvMp owpmducle antl smWces, Penreir MaeNGa MO
ralN to shMPapeGecab'ons MMiflmw nofm. Pontabu an eidoppoduMw empbyar.
I