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SCANNED
BY
St. Lucie County
s12E. 22%3• X ns-s•
OUT". 3' TO R
p FZKb R: 14'•I.P.
2) GL I+'. PA6CD 1 MEW: jD .tlp G.TS.
P 6tiitW -PTT5 ]6 "P" rvU:OVCi:
SCANNEDCD6, G'DECn Sn[V POR .2n.PIWr TF-µDTIfc MMP50: I. V
`, WATEW ALL I=&N'AILWAfI ' ' q DIPTLG (11 A0 ` An I•
BY a.9• A r p. IIG 10) A SG U II tlt
Nt Lucie County, ° 1 ` 6 Q �P:---
'�' EONTRLUER: INTn4l
I Y 5rAT INTELU1 EOR: PAl
°Fr Z SCAT VATn
T tr L Q tND EDGE TVJ"D.Do
°EHCF SUi MRi� ; DANpIGlDS.
TRfD ELIE .L4' :n ry SWI T5r2E: 1
u K EOnNG.
l Q +^ �u a.Y J' PINIILR iRC STEPS:
POO, FRCIOSLxP:.11
AUX. POOL SPECS
T 16 5'ZE: & 1 F
tr( 2S� 4r O YJ-1I' FERIMET[R: 15' $ mum,
CI ih
E LED I♦bd•� �y ..11 TUR110VEx
'R LlOWS ER T V IVAPS�: AR
O*'. OF 91 CtAMX,- F D
r i 1 T (TYP. OUGMT54) TILE�RaSED: JEi5: 1
5RLLwAY51EE. 3tl I.I.
A' rS sL2. Ipf aR&OlhR (21 LS nr
aTAG2D' oq 't• i Y� w5wOI: NO
TIIE BAER+ YLS
ADDITIONAL NOTE5:
0 9 •6'DEEP 5U15P1EU'FOR
(y Q 5,IMMER WATERFALL
SRUIM[R OI+AmrKWyyM w. CF(P. OC 21 • ADD EXTRA PENTMR
Irrr OP 21 vrL IfAR RR (p SUPER-FLO 2.0 M.P. FOR SPA
u+.2. G.G E WATERFALL PUMP ('OR ROLK
C P
VW.OITTS m WATERFALL
Q �u.{ /1 VW. Or'31V •ADp PENTAIR INTCLL-TOUL11
fr. " ICj � �rI CE4 2r s • ADD AUTO -FILL ALT 5r9TEM
i'oo� CHI 13�RR/ W
�o Dal+b aN �} Came N Mw
TOOL
INC.
r TOOL NO CLOSED
Ttt T1 -. p" r-aO k wv 7E L) nrC-
7/7
IK
LLNSE E LI
NSE iS>a93
6!I° IbrE:6Yb Reb1.
I:savLG•4iL1V]I
IELr2 REN90N5 . SCaL
STUART FL lWi S- C ae� CfFNAL_ ROA-A AN/AID
°R IM F
CESPEDES RESIDENCE °""" °" 1/8" - 1' i' �prov
1 oF4
DATF'°]9rIAIl
V,
SCANNED
BY
St. Lucie County
14'-G" L.F. OF
BENCH SEAT WITH
TILED EDGE
ROCK
•0
6" DEEP SHELF FOR
-ROCK WATERFALL
a
LED POOL
LIGHTS
TYP. OF 4)
9'-G" X 14', RA15ED I
W. (2) GLO-BRITE LED U,
8 THERAPY JETS, 3G" SPII
2 H.P. BLOWER, AND TILE
12' L.F. OF
BENCH SEAT WITH
—TILED EDGE
ROCK
PLANTER
LED POOL
LIGHTS
TYP. OF 4)
POOL SPECIFICATIONS
51ZE:
22'-3" X 49'-9"
DEPTH:
3' TO G'
PERIMETER:
142' L.F.
AREA:
9�70-5-ft�
VOLUME:
3G.280 Gals.
TURNOVER:
PUMP 5IZE:
INTELLI-FLO 2VST
FILTER:
CC-240
HEATER: (2) AQUA -CAL 501 20R
UGHT(5):
(4) 5G LED LIGHTS
INLETS:
4
CLEANING LINE:
YES
BABY PENCE
CONTROLLER:
INTELLI-TOUCH 15+3
INTEW-CHLOR:
PENTAIR IC-40
POOL FINISH:
T.B.D.
HANDHOLDS:
CLEAR
SWIMOUTSIZE:
14' L.F. 4. IQ' L.F.
DECK TYPE:
BY OTHERS
COPING:
TB.D.
TILE 5TEP5:
YES
AUX.
POOL SPECS
SIZE:
9'-G" X 14'
PERIMETER:
38' L.F.
AREA:
95 5q-ft.
VOLUME:
1029 Ga15
TURNOVER:
9 MIN
PUMP SIZE:
SHARED
HEATER:
SHARED
LIGHT:
(2) GLO-BRITE LED
THERAFYJETS:
8
RAISED:
181,
5FILLWAY51ZE:
38' L.F.
'AR BLOWER:
(2) 1.5 H.P.
AIR SWITCH:
NO
TILE BACK:
YES
ADDITIONAL
NOTES:
• G' DEEP 5UN5HELF FOR
LSKIMMER WATERFALL
CLEANING LINE W. (TV. OF 2) • ADD EXTRA PENTAIR
SKIMMER VAC LOCK PER �, SUPER-FLO 2.0 H.P. FOR SPA
(TYP. OF 2) 424.2.6.E9•
* WATERFALL PUMP FOR ROCK
POOL INLETS WATERFALL
0 (1YP. OF 3) •ADD PENTAIR INTELL-TOUCH
N PER PER
15+3. IC-40 SALT SYSTEM
424.2.21.5
� •ADD AUTO -FILL
C6NC��L����gENS�S4�ArI'ACHMENiS Q W.
ArE or.) , IlE �01 ENGINW
�rr�cro�a�I��ca, MGJId�°Pd
IV \�
lwZ"af�i 4I No'& 95
THESE PLANS AND ALL PROPOSED WORK , f
ST. LLCTE COL-NTY BUILD111 ION
RF,VFFNN'ED FOR CO.Y.T T ARE SUBJECT TO ANY CORRECTIONS
REVIEWED BY REQUIRED BY FIELD INSPECTORS THAT STAT OF
DATE S- I • l8
MAY BE 0 .•A
NECESSARY IN ORDER TO s. ' 4
PL.�NS AND PERMIT MUSTBE KEPT ON JOB COMPIPY WITH 4 APPIdOABLI1 COARBa � ���P-�• � a�
OR NO INSPECTION WILL BE MADE. 68 0 No iW59�44M
Coconut Creek, FL 33973
Phone: 954-617-8143
A00RESS.- DEVELOPMENT SITEAT GINN RANCH, .108�M»-010 REVISIONS SCALE
CONTAJE
ST. LUCIE COUNTY FL DRAWN Y:J A4i
JOB NAME CESPEDES RESIDENCE DRAWN 6Y:JE _ 1 OF4
DATE 69/012017
GtNCKAL NUl t5
FLORDA BUILDING CODE 2017 GM EDITION, SWIMMING FOOLS AND ALLAPPLICABLE
COUNTY AND CITY CODES SHALL GOVERN.
I. FBC 2017454.2.6. I CONFORMANCE STANDARD. DESIGN, CONSTRUCTION AND
WORKMANSHIP SHALL BE IN LONFORMIIY WITH THE REQUIREMENTS OF AN5VN5PI
3 ANSVNSPI 4 ANSVNSPI 5 AN5UN5PI 6 AND AN511APSP 7.
2. FEC 454.2.G.3 WATER VELOCITY- POOL PIPING SHALL BE DESIGNED 50 THE
WATER VELOCITY WILL NOT EXCEED 10 FEET PER SECOND (3048 MM)5) FOR
PRESSURE PIPING AND 8 FEET PER SECOND (2438 MANS) FOR SUCTION PIPING,
EXCEPT THAT THE WATER VELOCITY SHALL NOT EXCEED B FEET PER SECOND (2438
MM)5) IN COPPER TUBING. MAIN SUCTION OUTLET VELOCITY MUST COMPLY WITH
A45VA55P 7.
EXCEPTION: JET INLET FITTINGS SHALL NOT BE DEEMED SUBJECT TO THIS
REQUIREMENT.
3. FBC 454.2.G.S PIPING INSTALLATION. ALL PIPING MATERIALS SHALL BE INSTALLED
IN 5TWCT ACCORDANCE MTM MANUFACTURERS INSTALLATION STANDARDS.
EXCEPTION: PRIMER AND GLUE ON EXP05ED ABOVEGROUND PIPING NOT REQUIRED
TO BE -COLORED.
4. FEC 454.2.6.E ENTRAPMENT PROTECTION: FOR SUCTION OUTLETS SHALL BE
INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF AN5VAP5P 7.
5. FBC 454.2.8 VALVES: ALL VALVES ON POOL PIPING SMALL CONFORM WITH
SECTIONS 424.2.8.1 THROUGH 454.2.8.4.
6. FBC 454.2.9 WATER SUPPLY: UNLESS AN APPROVED TYPE OF FILLING 5Y5TEM 15
INSTALLED, ANY WATER SUPPLY WMICH IN THE JUDGMENT OF THE ADMINISTRATIVE
ADTMORRHY MAY BE USED TO FILL THE POOL, SMALL BE EQUIPPED WITH
BACKFLOW PROTECTION. NO OVER THE RIM FILL SPOUT SHALL BE ACCEPTED
UNLESS LOCATED UNDER A DIVING BOARD, OR PROPERLY GUARDED.
7. FBC 454.2.12.1 PRESSURE TEST: ALL POOL PIPING SHALL BE TESTED AND
PROVED TIGHT TO THE 5AT15FACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER
A STATIC WATER OR AIR PRESSURE TEST OF NOT LE55 THAN 35 POUNDS PER
SQUARE INCH (PSI) (241 KP) FOR 15 MINUTES.
EXCEMPTION: CIRCULATING PUMPS NEED NOT BE TESTED AS REQUIRED IN THIS
SECTION.
8. FBC A 54.2.14.4 CONNECTIONS. ALL WATER HEATING EQUIPMENT SHALL BE
INSTALLED WITH FLANGCS OR UNION CONNECTION ADJACENT TO THE HEATER
9. FBC 454.2.15 GA5 PIPING.- GAS PIPING SHALL COMPLY WTM THE FLORIDA
BUILDING CODE, FUEL GAS. SEPARATE PLFJ.LS AND PERMIT REOUIREO
10. FBC 454.2.1E ELECTRICAL.- ELECTRICAL WIRING AND EQUIPMENT 5HALL COMPLY
WITH crimrTm 7 OF HE FLORIDA BUILDING CODE: NFPA 70, NATIONAL
ELECTRICAL CODE, EXCEPT ARTICLE 80; AND NFPA 70, NATIONAL ELECTRIC CODE,
ARTICLE G60.
I1. FBC 454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENT. RESIDENTIAL
SWIMMING POOLS SHALL COMPLY WITH SECTIONS FBC 454.2.17.1 THROUGH
454.2.17.3 EXCEPTION: A SWIMMING POOL WITH AN APPROVED SAFETY POOL
COVER COMPLYING WITH A5TM F 1346.
12. PIPING- PIPING SHALL BE 5LH. 4D BEARING N:5.P. APPROVAL PER FIX 2017 R410 1
13. STEEL- REINFORCING STEEL WILL CONFORM TO A.S.T.M. 615 GRADE 60
14. SOILS- IN ACCORDANCE WITH FUC STM ED (2014) R401.4.1. SAND, SILTY SAND.
CLAY- SMO, SILTY GRAVEL AND CLAYEY GRAVEL. LOAD. BEARING CAPACITY OF
SOIL; BASED UPON RATIONAL ANALY515 AND KNOWN VALUES IN THE VICINITY, THE
IN -PLACE BEARING CAPACITY OF THE SOIL BENEATH THE PROJECT AND RELATED
STRUCTURES SHOWN WITHIN THESE PLANS IS 2000 FSF AFTER EXCAVATION AND
COMPACTION IN ACCORDANCE W Th CURRENT EDITION OF FEC. SHOULD ANY
MUCK, MARL OR OTHER ORGANIC SOILS BE DISCOVERED ON EXCAVATION, THEY
SHOULD BE REMOVED IN THEIR ENTIRETY. ALL CONSTRUCTION SMALL STOP AND
THE ENGINEER OF RECORD SHALL BE CONTACTED TO CONDUCT AN INSPECTION,
STRUCTURAL ELEMENTS ARE DESIGNED WITH A REQUIRED BEARING CAPACITY OF
2000 PSF, UNLESS OTHERWISE SPECIFIED. CONTRACTOR SHALL PROVIDE BUILDING
DEPARTMENT SOIL REPORT TO VERIFY BEARING CAPACITY FOR ALL STRUCTURES
BUILT WITHIN 15 FEET OF CANAL, LAKES OR OTHER BODIES OF WATER
15. CONCRETE- POOL WALLS t FLOOR WILL BE PNEUMATICALLY APPLIED CONCRETE W. A
MIN. 28 DAY COMP. STRENGTH OF 4,000 P.E.I.
16. TEMPERATURE- POOL OR5PA TEMPERATURE SHALL NOT EXCEED 102° F.
17. POWER UNES- OVERHEAD ELECTRICAL POWER LINES SHALL BE LOCATED A'MN. OF
10 FEET FROM POOL WATERS EDGE AND UNDERGROUND ELECTRICAL POWER UNES
SHALL BE LOCATED A MIN. OF 5 FEET FROM THE POOL WATERS EDGE OR IN
ACCORDANCE WITH NFPA 70. NATIONAL ELECTRICAL LODE. ARTICLE 680.
16. NATIONAL ELECTRIC CODE- ELECTRICAL AND ALL BONDING SMALL BE IN COMPLIANCE
WITH ARTICLE 980
19. CONTRACTOR MUST APPLY PROPER MEANS AND METHODS OF CONSTRUCTION TO
PROTECT ALL EXISTING STRUCTURES. UNLESS OTHERWISE NOTED, THE DESIGN
ENGINEER HAS NOT BEEN ENGAGED TO CONDUCT, NOR HAS HE CONDUCTED ANY
FIELD TESTS, EVALUATIONS OR 51TE VISITS WITH RESPECT TO CONDITIONS AS
THEY MAY EXIST AT THE SITE. THEREFORE, THE DE51GN ENGINEER 15 NOT
RESPONSIBLE OF, AND ASSUMES NOT LIABILITY FOR EXISTING STRUCTURES,
INCLUDING THE CONDITIONS OF EXISTING SEAWALLS AND APPLICABILITY FOR
EXCAVATION IN ITS PROXIMITY. SHOULD ANY EXISTING STRUCTURE BE
ENCOUNTERED, STOP CONSTRUCTION AND IMMEDIATELY NOTIFY THE DESIGN
ENGINEER AND BUILDING OFFICIAL PRIORTO PROCEEDING. THIS INCLUDES BUT IS
NOT LIMITED TO ENCOUNTERING THE FOLLOWING:
*WALL ANCHOR RODS
'FOUNDATIONS OF SEAWALLS, BUILDINGS, POWER POLES
'BURIED VAULTS AND DRAINAGE STRUCTURES, AND OTHER
BELOW GROUND STRUCTURES
20. SHOULD THE INTEGRITY OF A SEAWALL BE FOUND TO BE INADEQUATE OR BECOME
COMPROMISED, THE CONTRACTOR SMALL IMMEDIATELY ENGAGE THE HOME OWNER
IN CORRECTIVE MEASURES AS DIRECTED BY A LICENSED QUALIFIED SEAWALL
CONTRACTING SPECIALIST. THESE PROCEDURES SMALL BE IN FULL COMPUANCE
WITH RECOMMENDATIONS MADE BY THE DESIGN ENGINEER AND LOCAL BUILDING
OFFICIAL THE CONTRACTOR AND OR HOMEOWNER SMALL SECURE THE STRUCTURE
WITHIN 48 HOURS, BASED ON SAID RECOMMENDATIONS; TO INCLUDE, BUT NOT
LIMITED TO. THE EMERGENCY INSTALLATION OF HELICAL PILES OR BATTER PILES.
21. NOTE 1- POOL LOCATION -THE DE5IGNER AND THE ENGINEER A55UME NO
RE5FONSIBNTY TO THE LOCATION OF THE POOL, PATIO AND EQUIPMENT
ENCROACHING INTO EASEMENTS, OR5EBACF5.
22. NOTE 2- PLAN PRDPERIY-THE PLANS REMAIN THE PROPERTY OF THE SPECIFIED
DESIGNER, ENGINEER AND CONTRACTOR AND CANNOT BE TRANSFERRED WITHOUT
WRITTEN PERM15510N FROM THEM.
ADDRESS:
0R ,-p'
EE c IS0OP:
�00N
WE AWG SOLD ER
WIRE, AROUND D POOL PERMETE
WITHIN 18--24- FROM WA
AND 4'-G' BELOW GRACE.TERS ED(
JUMPER SHALL BE INSTALLED IN AT
LEAST 4 LOCATIONS EQUALLY
e�
"��" "rP
�(/�- 0' FI
IN N��E'O. N1ShD
SPACED AROUND THE PERIMETER
OF THE POOL OR EPA W/APPROVEE
TERMINATION DEVICE
2) 03 CONT.
�:5 0�
1Y/ mllO�
AWG BARE SOUD COPPER
BONDING JUMPER
d3 ®12' O.C.E.W.
MIN. 3-COVER(CENTER)
STEELTD( FORM, MA50NITE
OR MIN. I/8' PLYWOOD
#3 @ 12' O.C.EW.
y BOTTOM CENTERED FOR
DEPTHS UP TO 6' DEEP.
G' MINIMUM THICKNESS
TYPICAL WALL 5ECTION
NOTE: SOUD COPPER WIRE 15 REQUIRED WHEN BURIED IN THE
5ANDSOIL UNDER A BRICK OR PAVER DECK TYPE SURFACE.
THE FOLLOWING PARTS MUST BE BONDED TO THE EQUIPOTENTIAL BONDING GRID:
B N A H IN M IN , D AL
EQUIPMENT (PUMPS, HEATERS, ETC.), E) REBAR IN POOL STRUCTURE, F) METAL
CABLES. G) METAL PIPING. H) FIXED METAL PARTS, 0 METALLIC SURFACES OF
TMUNE TILE
#3 CONT.
10' WALL < 12'
FLOOR WITH #3 Q
1 2' O.C.E.W.
(2) B' MAINDRAINS
WITH APPROVED
GRATES SECURED
WITH SCREWS
SEE PIPING
O" WALL WITH
T3 Q 12- O.C.E.W.
5PA SECTION
FlL O E HATER PUMP
(IF INDICATED) �MOTOR(5)
NOTE:
ANCHOR BOLTS THROUGH BASE WITH I -3/4' X 3/10 TAP CON SCREW OR
3/8' ANCHOR BOLT FOR POOL PUMP 4 FILTER
• HEAT PUMP - (4) ANGLE BRACKETS, EA2-1/2- IN LENGTH. EACH BRACKET
SHALL BE ATTACHED TO THE CONIC. WITH (1) 1-3/4 X t' TAP CON SCREW
OR J' ANCHOR BOLT) AND ATTACHED TO THE EQUIP WITH (1) k SELF
TAPPING SHEET METAL SCREW.
• POOL HEATER SHALL BE PROVIDED WITH A THERMOSTATIC OR HIGH
PRESSURE CONTROL SWITCH OR OTHER ACCEPTABLE OVER HEATING
PROTECTION DEVICE 50 POOL WATER DOES NOT EXCEED 104 F
• COMPLIANT WITH FLORIDA BUILDING CODE 2017
POOL EQUIPMENT ANCHORING �-
a
A# \ 111 '1 IA
AT GINN
JOBRAME' CESPEDES RESIDENCE
JOB*2017-010
CONTACT:JE
DRAWN BY: JE
DATE 09/01/Y017
MAIN DRAIN PER
-R4101.21.3
REVISIONS
WATER LINE
FBONDING
2- CONE).1 ° COND C LIGHTING
HE OR
REQUIRED
GLO-BRITE LIGHT DETAIL
BULINOSE BRICK
WATERUNE TILE G"� 18°
(2) #3 CONT.
WATERLINE
TILE #3Q 12-O.C.E.W
(SEE TYPICAL
WALL SECTION)
5WIMOUT/ BENCH DETAIL
ULLNOSE BRICK
WATERLINE TILE G'
\ MIN. 240 SQ4N.
` SURFACE AREA ON
\FIRST STEP
#3Q 12-O.C.E.W
SEE TYPICAL
ECTION) WALL
/\ (NOTE: STEP STEEL NOT REQUIRED)
ENTRY STEP DETAIL
THE G.
HOSE BIBB
NOTE: AUTO FILL LOCATION TO
BE DETERMINED IN FIELD
TEE
BY PLUMBER I SHUT
BY
BY POOL
COMPANY
1-1/2'
TO POOL
POOL
I- STUB OUT
FILL
AUTO WATERPILL DETAIL
MW
ENGINEERING INC.
CA 030702
2) #3 CONT.LE
TOPOR FRONT3
Q G'O.C.E.WE.
r_�
W3
Q G' O.C.E.WNo.53895IN.
IB'IAPIN
LOOR
-'� a I' •• d'�
SUN5HELF DETAIL
p�o STATE OF :wz
iT •^�:
'
_
WATERLINE
/•Yss/OIVALI�C,
1 :7 SLOPE `T
MAXIMUM
MARK E. WEBER, P.E.
LICENSE #53895
6810 North State Road 7,
)INAL POOL SECTION A -A
CPhoneCre4- FL 3143
Phone: 954b17-8143
SCALE
2 OF 4
COMMON BONDING GRID PERMITTED TO BE:
-5TAUCTURAL 1bNFORCING STEEL ROD5 THAT ARE BONDED TOGETH
-50UD CAPPER CONDUCTOR NO.8 OR LARGER
AS PER NEC 68016 111 EQUIPOTENTIALBONDING. POURED CONCRETE,
PNEUMATICALLY APPLIED ORSPRAYED CONCRETE, AND CONCRETE BLOIX WITH
PAINTED OR PLASTERED COATINGS SHALL ALL BE CONSIDERED CONDUCTIVE
MATERIALS DUE TO WATER PERMEABIUTY AND POROSITY
mmom � r
1iD1F3 fat
FFIPi
VATFA
W1IN
M,(SF
ma
FN�
IET)f. <• B R
BONDING DETAIL
W
n
AQUA5TAR V13G SERIES 32' CHANNEL DRAIN WITH
ANTI -ENTRAPMENT SUCTION OUTLET COVER AND THREE PORT
MANUFACTURED SUMP RATED AT 243 GPM AT 3 FPS
NOTE: NO BRANCH PIPING WITH THI5 INSTALLATION
MAIN DRAIN CHANNEL SECTION
SUCTION OUTLETS COVER/GRATE MUST CONFORM TO
M05T RECENT EDITION OF A5MFJANSI A] 12.19.8
WATERWAY G40-I 81a V
(153 GPM MAX. - FLOOR THRU GRATE ® 2.72 ft/sec)
(9G GPM MAX - WALL THRU GRATE Q 1.73 ft/sec)
8' ANTI -ENTRAPMENT SUCTION
OUTLET COVER 4 FRAME
MAIN DRAIN
3'-0' SUCTION LINE TIED
TO PUMP TOGETHER AS
SHOWN
0 8.G5'� (PIPE 512E PER PLAN)
.975'
1 1.53 SQUARE INCH
OPEN AREA
ADDRESS:
PIPE
JOBNAME CESPEDES RESIDENCE
ENERGY EFFICIENCY COMPLIANCE ANSUAPSP-16 AND FBC
POOL CAPACITY: 36280 GALLONS
TURNOVER RATE: 101 GPM AT LOW SPEED (MIN. 36)
TURNOVER HOURS: 5.0 HOURS
MAX. FiLTR. FLOW RATE: 101 DEFAULT SET
AUX LOAD: JETS
FILTER: ICARTRIDGE
VARIABLE SPEED PUMP CONTROLLER TO BE PROGRAMMED TO DEFAULT
(ONE COMPLETE FILTRATION IN 6 HRS. MIN.) WHEN NO AUX POOL LOADS ARE
OPERATING WITHIN 24 HRS AND PROGRAMMED WITH TEMPORARY
OVERRIDE CAPABILNY FOR SERVICING
MAX SYSTEM FLOW RATE: 170
MFU: PENTAIR
TYPE: VARIABLE SPEED
MODEL: INTELLIFLO 2VST011055
CURVE'A': 18 GPM @ 850 RPM APSP DATABASE
CURVE-C': 25 GPM @ 850 RPM APSP DATABASE
MAX. SYSTEM FLOW RATE DETERMINED FOR MAX SPEED AND
AND LOWEST HEAD ON PUMP CURVE
SUC. BRANCH: 4 @ 4.28 FPS (MAX 6 FPS)
SUC. TRUNK 3 Ca) 7.38 FPS (MAX 8 FPS)
RETURN: 3 p 7.38 FPS (MAX 10 FPS
RETURN (PRESSURE) PIPING SHALL NOT EXCEED 10 FPS (SECTION R4101 7 FBC)
SUCTION BRANCH SHALL NOT EXCEED 6 FPS (APSP/ANSI-7)
PC
SUCTION TRUNK SHALL NOT EXCEED 8 FPS ANSP/ANSI-
PC
PC
G
I
i
I
'
I
__i
-i_t
y��RR
°R °
°�PLp
�9 60% A°9 G
P
NP 11P
ol
0L0 OL° z
¢ ,L
3/4" PVC
(2) 6 THHN WIRE
(2) I O THHN WIRE
— (3) 2p20 FOR PUMP
GO AM — (1) 1 p20 FOR UGHT5
POOL — (I) I p20 FOR CHLORINATOR
200 AM
--- (2) 2p50 FOR HEAT PUMP
PANEL
PANEL — (1) 1 p20 GFI BREAKER
— (1) 1 p20 FOR AIRBLOWER
1/2" PVC CONDUIT
AIR BLOWER
IOC PUMP
IOl PUMP
(3) 1 2THHN
CHLORINATOR
(3) 12THHN
IOL LIGHT
(3) 1 2THHN
)ECK BOX
(3) 1 2THHN
ELECTRIC HEAT PUMP
9 OUTLET
ELECTRIC HEAT PUMP
(3) 1 2THHN
(2) 5 THHNWIRE
_
(2) 1OTHHNWIRE
ELECTRICAL DIAGRAM
¢J��P�Liy3��j
3
JOB S`Y#770
CONTACT: JE
DRAWN BY: JE
1/9 1
P PL° PR 00
roof
APE y 6PI PR
P1R Y °R I
PU PM0
P
REVISIONS ) SCALE
I yo)
P°0
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Oft
19
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00
P��P I 11I1
NGINEERING INC.
BENS CC
� : R • �
�I 1 STATE OF
�SS�O�{1L ERA
�1Y41'g, P.E.
CENSE #53895
6810 North State Road 7,
Coconut Creek, FL 33073
Phone: 954-617-8143
3 OF 4
14-0 L.F. OF
BENCH SEAT WITH
TILED EDGE
I
ADDRESS: DEVELOPMENT SITEAT
ST. L UCIE COUNTY FL
rOB"""CESPEDES RESIDENCE
ROCK
G" DEEP SHELF FOR
-ROCK WATERFALL
LED POOL
LIGHTS
IYP, OF 4)
(TYP. OF 2)
CONTACT:JE
DRAWN BY. JE
DATE: 04/182017
LEANING LINE W.
VAC LOCK PER
424.2.G.G
Rl
'OOL INLETS
(TYP. OF 3)
PER PER
424.2.21.5
REVISIONS
SCALE
NOTTOSCALE
9'-G" X 14'. RAISED 18•
W. (2) GLO-BRffE LED LIGHTS,
8 THERAPY JETS, 3G" SPILLWAY,
2 H.P. BLOWER, AND TILE BACK
1 2' L.F. OF '
BENCH SEAT WITH
—TILED EDGE
ROCK
PLANTER
LED POOL
LIGHTS
fYP. OF 4)
(TYP. OF 2) I Mw
ENGINEERING INC.
CA #30702
t%'JltUM EFTF10
%2,�; •4C E fV s� ottl�
No 538
Q w : Luz
STATE tij:
pT �t OR
ss �r
B11111151ONA®e+''�,
MARK E. WEBER, P.E.
LICENSE #5389S
6810 North Stets Road 7,
Co onut Creek, FL 33073
Phone: 954617-8143
4 OF4
L.
ROCK
FEB 0 S 2018
.ST, Lucie CouD[y, Permitting
SCANNED 4'-G" L.F. OF
%M
� BENCH SEAT WITH
BY TILED EDGE
t_ude County
G" DEEP SHELF FOR
-ROCK WATERFALL
21
-
POOL SPECIFICATIONS
'iIZE: 22'-3" X 49'-9"
OEPTH: 3' TO G'
PERIMETER: 142' L.F.
9'-G' X 14'. PA15ED I
AREA: 970 Sg-ft.
VOLUME: 3G.280 Gals.
W. (2) GLO-BR1TE LED U
TURNOVER: -
8 THERAPY JETS, 305PI
2 H.P. BLOWER, AND TILE
PUMP SIZE: INTELLI-FLO 2VST
FILTER: CC-240
HEATER: (2) AQUA-CAL5Q 120P
UGHT(5): (4) 5G LED LIGHTS
INLETS: 4
7LF.
CLEANING UNE: YES
BABY PENCE
CONTROLLER: INTELLI-TOUCH 15+3
PENTAIR IC-40
BEITHINTEW-CHLOR:
POOL FINISH: T.B.D.
HANDHOLD5: CLEAR
5WIMOUTSIZE: 14' L.F. * I O' L.F.
DECK TYPE: BY OTHERS
s;
COPING: TB.D.
ROCK
PLANTER
TILE STEPS: YES .
POOL ENCLOSURE: NO
V—AREA
� AUX. POOL SPECS
Y
—,G' r
SIZE: 9'-G" X 14'
-i
3*
PERIMETER: 36 L.F.
IS'
yi
Rg
AREA: 95 Sq-ft.
VOLUME: 15
029 Ga15
o
2p,.
LED POOL 19
-
TURNOVER: 9MIN
PUMP 51ZE: SHARED
UGHT5
FTF. Of 4)
LED POOL
HEATER: SHARED
LIGHT: (2) GLO-BRITE LED
1
9%
•
h
LIGHTS
(TYP. OF 4)
THERAPY JET5: 8
RA15ED: 18"
5PILLWAY51ZE: 38'L.F.
=3 /S'2+
N 3
:
p•
52•�s"P.'�"��°-�°
AIR BLOWER: (2) 1.5 H.F.
AIR SWITCH: NO
A,
%
i N
TILE BACK: YES
ADDITIONAL NOTES:
5' 9°
• G" DEEP 5UN5HELF FOR
SKIMMER
WATERFALL
CLEANING LINE W.
(1YP. Of 2)
• ADD EXTRA PENTAIR
SKIMMER
(TYP. Of 2)
VAC LOCK PER
R9,
5UPER-FLO 2.0 H.P. FOR SPA
,
424.2.G.Gs•
4 WATERFALL PUMP FOR ROCK
WATERFALL
N
POOL INLETS
R) P. OF 3)
• ADD PENTAIR INTELL-TOUCH
PER PER
15+3 4; IC-40 SALT SYSTEM
OS00� �0 SOdO�IdN00
424.2.21.5
• ADD AUTO -FILL
M10allglSNOMUINd24Y
Q W
IWH?YV I� Sli�NSdS� O� I��5NO9
MW
ice'
ENGINEERING INC.
THESE
Q
O®�g8i12 9tF6"f°
E v�R'
( '+�l p
PLANS AND ALL PROPOSED WORK
0°�� '
a«SF
ST.LUCT_LGOL�T�"RUILi?1\GD ov
ARE SUBJECT TO ANY CORRECTIONS
REVIEWED FOR co�;PLIAN _
REQUIRED BY FIELD INSPECTORS THAT
tao 53
REVIER'ED BY
-'
MAY BE NECESSARY IN ORDER TOcm
� * •
DATE 5-(-(
PLANS AND PERMIT MUST BE CEPT ON JOB
COMPLY WITH" 00131D, =
m
w�r�
OF ;
OP.NO I 'SPECTION WILL BE. ;ADE.
�s seu3 6ss
ADDREsB: DEVELOPMENT S/TEAT GINN RANCH
-
cos#20+7-00
REVISIONS
SCALE-
ST. L UCIE COUNTY FL
°°"T"°T; JE
r
-
DRAWN9Y:2017
_
9 OF4
JO"A'AME CESPEDES RESIDENCE
DATE; 09/01/2017
SPILLWAY VERIFY
FLORIDA BUILDING CODE 2017 G" EDITION, SWIMMING lilw'J AND ALL APPLICABLE
COUNTY AND CITY CODES SHALL GOVERN,
I. MC 2017454.2.6. I CONFORMANCE STANDARD: DESIGN, CONSTRUCTION AND
WDRRMANSHIP $MALL BE IN CONFORMITY WITH THE REQUIREMENTS OF AN511NSPI
3 ANSMP14 ANSVN5P1 5 AN5VN5PI 6 AND AN5VAF5P 7.
2. F6C 454.2A.3 WATER VELOCITY. POOL PIPING SHALL BE DESIGNED 50 THE
WATER VELOCITY WILL NOT EXCEED 10 FEET PER SECOND (3048 MM5) FOR
PRESSURE PIPING AND E FEET PER SECOND (2438 MM)S) FOR SUCTION PIPING,
EXCEPT THAT THE WATER VELOCITY SHALL NOT EXCEED 8 FEET PER SECOND (2438
MM5) IN COPPER TUBING. MAIN SUCTION OUTLET VELOCITY MUST COMPLY WITH
AN5VA55P 7.
EXCEPTION: JET INLET FITTINGS SHALL NOT BE DEEMED SUBJECT TO THIS
REQUIREMENT.
3. FBC 454.2.6.5 PIPING INSTALLATION.- ALL PIPING MATERIALS 5HALL BE INSTALLED
IN STRICT ACCORDANCE WITH MANUFACTURERS INSTALLATION STANDARDS.
EXCEPTION: PRIMER AND GLUE ON EXPOSED ABOVEGROUND PIPING NOT REQUIRED
TO BE COLORED.
4. FBC 454.2.6.E ENTRAPMENT PROTECTION. FOR 5UCTION OUTLETS SHALL BE
INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF AN5VAFSP 7.
5. FBC 454.2.6 VALVES: ALL VALVE5 ON POOL PIPING SHALL CONFORM WITH
SECTIONS 424.2,8,1 THROUGH 454.2.8.4.
G. FBC 454.2.9 WATER SUPPLY: UNLESS AN APPROVED TYPE OF FILLING SYSTEM 15
INSTALLED, ANY WATER5UPMY WHICH IN THE JUDGMENT OF THE ADMINISTRATIVE
AUTIORITHY MAY BE USED TO FILL THE POOL, SHALL BE EQUIPPED WITH
BACKFLOW PROTECTION. NO OVER THE RIM FILL SPOUT SHALL BE ACCEPTED
UNLF5.5 LOCATED UNDER A DIVING BOARD, OR PROPERLY GUARDED.
7. MG 454.2.12.1 PU55UU TEST: ALL POOL PIPING SHALL BE TESTED AND
PROVEOTIGHT TO THE 5ATORZTION OF THE ADMINISTRATIVE AUTHORITY, UNDER
A STATIC WATER OR AIR PRESSURE TEST OF NOT LESS THAN 35 POUNDS PER
SQUARE INCH (F5I) (241 KPA) FOR 15 MINUTES.
EXCEMPTION: CIRCULATING PUMPS NEED NOT BE TESTED AS REQUIRED IN THIS
5ECTION.
8. MC 454.2.14.4 CONNECTIONS.- ALL WATER HEATING EQUIPMENT SHALL BE
INSTALLED WITH FLANGES OR UNION CONNECTION ADJACENT TO THE HEATER
9. MC 454.2.15 GA5 PIPING: GAS PIPING SHALL COMPLY WIT1 THE FLORIDA
BUILDING CODE, FUEL GAS. SEPARATE PLANS AND PERMIT REQUIRED
10. FBC 454.2. 16 ELECTRICAL- ELECTRICAL WIRING AND EQUIPMENT 5144E COMPLY
WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE; NFPA 70, NATIONAL
ELECTRICAL CODE, EXCEPT ARTICLE 80; AND NFPA 70. NATIONAL ELECTRIC CODE,
ARTICLE 680.
I1. MC 454.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENT. -RESIDENTIAL
SWIMMING FOOLS 5HALL COMPLY WITH SECTIONS F00 454.2. 17.1 THROUGH
454.2.17.3 EXCEPTION: A SWIMMING POOL NTH AN APPROVED SAFETY POOL
COVER COMPLYING WITH A5W F I G.
12. PIPING- PIPING SHALL BE 5CH. 40 BEARING N.5.F. APPROVAL PER FBC 2017 R4101
13. STEEL- REINFORCING STEEL WILL CONFORM TO A.S.T.M. 615 GRADE 60
14. SOILS- IN ACCORDANCE WITH FBC STH ED (2014) R401.4. 1, SAND, SILTY SAND,
CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL; LOAD, BEARING CAPACITY OF
SOIL; BASED UPON RATIONAL MALY515 AND KNOWN VALUES IN THE VICINITY, THE
IN -RACE BEARING CAPACITY OF THE SOIL BENEATH THE PROJECT AND RELATED
5TRUCTURE5 SHOWN WITHIN THESE PLANS 15 2000 FSF AFTER EXCAVATION AND
COMPACTION IN ACCORDANCE WITH CURRENT EDITION OF FBC. SHOULD ANY
MUCK MARL OR OTHER ORGANIC SOILS BE DISCOVERED ON EXCAVATION, THEY
SHOULD BE REMOVED IN THEIR ENTIRETY. ALL CONSTRUCTION SHAH STOP AND
THE ENGINEER OF RECORD SHALL BE CONTACTED TO CONDUCT AN INSPECTION,
STRUCTURAL ELEMENTS ARE DESIGNED WITH A REQUIRED MAKING CAPACITY OF
2000 PSF, UNLESS OTHERWISE SPECIFIED. CONTRACTOR SHALL PROVIDE BUILDING
DEPARTMENT SOIL REPORT TO VERIFY BEARING CAPACITY FOR ALL STRUCTURES
BUILT WITHIN 15 FEET OF CANAL, LAKES OR OTHER BODIES OF WATER
15. CONCRETE- POOL WALLS 4 FLOOR WILL BE PNEUMATICALLY APPLIED CONCRETE W. A
MIN. 26 DAY COMP. STRENGTH OF 4,000 P.B.I.
16. TEMPERATURE- POOL OR SPA TEMPERATURE SHALL NOT EXCEED 102° F.
17. POWER UNES- OVERHEAD ELECTRICAL POWER LINES SHALL BE LOCATED A MIN. OF
10 FEET FROM POOL WATERS EDGE AND UNDERGROUND ELECTRICAL POWER UNES
SHALL BE LOCATED A MIN. OF 5 FEET FROM THE POOL WATERS EDGE OR IN
ACCORDANCE WITH NFPA 70, NATIONAL ELECTRICAL CODE, ARTICLE GOD.
18. NATIONAL ELECTRIC COOP- ELECTRICAL AND ALL BONDING SHALL BE IN COMPLIANCE
WITH ARTICLE GW
19. CONTRACTOR MUST APPLY PROPER MEATUS AND METHODS OF CONSTRUCTION TO
PROTECT ALL EXISTING STRUCTURES. UNLE55 OTHERWISE NOTED, THE DE51GN
ENGINEER HAS NOT BEEN ENGAGED TO CONDUCT, NOR HAS HE CONDUCTED ANY
FIELD TESTS. EVALUATIONS OR 517E VISITS WITH RESPECT TO CONDITIONS AS
THEY MAY EXIST AT THE SITE, THEREFORE, THE DESIGN ENGINEER 15 NOT
RESMN515LE OF, AND ASSUMES NOT LIABILITY FOR EXISTING STRUCTURES,
INCLUDING THE CONDITIONS OF EXISTING SEAWALLS AND APPLICABILITY FOR
EXCAVATION IN ITS PROXIMITY. SHOULD ANY EXISTING STRUCTURE BE
ENCOUNTERED, STOP CONSTRUCTION AND IMMEDIATELY NOTIFY THE DESIGN
ENGINEER AND BUILDING OFFICIAL PRIOR TO PROCEEDING. THIS INCWDE5 BUT 15
NOT UMTED TO ENCOUNTERING THE FOLLOWING:
'WALL ANCHOR R005
-FOUNDATIONS OF SEAWALLS, BUILDINGS, POWER MILES
'BURIED VAULTS AND DRAINAGE STRUCTURES. AND OTHER
BELOW GROUND STRUCTURES
20. SHOULD THE INTEGRITY OF A SEAWALL BE FOUND TO BE INADEQUATE OR BECOME
COMPROMISED, THE CONTRACTORSHALL IMMEDIATELY ENGAGE THE HOME OWNER
IN CORRECTIVE MEASURES AS DIRECTED BY LICENSED QUALIFIED SEAWALL
CONTRACTING SPECIALIST. THESE PROCEDURES SHALL BE IN FULL COMPLIANCE
WITH RECOMMENDATIONS MADE BYTHE DE51GN ENGINEER AND LOCAL WILDING
OFFICIAL. THE CONTRACTOR AND OR HOMEOVMER511ALL SECURE THE STRUCTURE
WITHIN 48 HOURS, BASED ON SAID RECOMMENDATIONS; TO INCLUDE, BUT NOT
UMTED TO, THE EMERGENCY INSTALLATION OF HELICAL PILES OR BATTER MILES.
21, NOTE I- POOL LOCATION -THE DESIGNER AND THE ENGINEER ASSUME NO
RESPONSIBILITI' TO THE LOCATION OF THE POOL. PATIO AND EQUIPMENT
ENCROACHING INTO EASEMENTS. OR SETBACKS.
22. NOTE 2- PLAN PROPERTY -THE PLANS REMAIN THE PROPERTY OF THE SPECIFIED
DESIGNER ENGINEER AND CONTRACTOR AND CANNOT BE TRANSFERRED WITHOUT
WRITTEN PEW155ION FROM THEM.
ADDRESS:
SITEAT
JOB NAME: CESPEDES RESIDENCE
(1)8AWG
^WIRE. ALL
JUMPER SHALL BE INSTALLED IN AT
LEAST 4 LOCATIONS EQUALLY
SPACED AROUND THE PERIMETER
OF THE POOL OR SPA WMPPROVED
TERMINATION DEVICE
`-(2) #3 CONT
p 12-O.C.E.W.
I. 3' COVER (CENTER)
5TEELTEX FORM, MA5ONrTE
OR MIN. 118- PLYWOOD
2. O.C.E.W.
I CENTERED FOR
UP TO G DEEP.
MINIMUM THICKNESS
TYPICAL WALL SECTION
NOTE: SOLID COPPER WIRE 15 REQUIRED WHEN BURIED IN THE
SMD501L UNDER A BRICK OR PAVER DECK TYPE SURFACE.
THE FOLLOWING PARTS MUST BE BONDED TO THE EQUIPOTENTIAL BONDING GRID:
MEIALLIC PARTS. B UNDERWATER H IN METAL 11 IIN,
EQUIPMENT (PUMPS, HEATERS, ETC.), Q REBAR IN POOL STRUCTURE, P) METAL
CABLES, G) METAL PIPING, H) FIXED METAL PARTS, 1) METALLIC SURFACES OF
ELECTRICAL EQUIPMENT.
A
WALL WITH
Q 12-O.C.E.W.
SPA SECTION
-WATERLINE TILE
(2) #3 CONT.
DECK LEVEL
IC, WALL E 12- 2-
FLOOR WIR1 Y3 Q
4 2- O.C.E.W. 1
(2) E' MAINDRAIN5
WITH APPROVED
GRATES. SECURED
WITH SCREWS
SEE PIPING
LINE I NOTE: 'ILL LOCATION TO
BE DETERMINED IN FIELD
12V VAC UGHTING
NO NICHE OR I BY PLUMBER I SHUT
BONDING REQUIRED BY'.
BY POOL
COMPANY
GLO-BRITE LIGHT DETAIL
TO
Y n CONCRETE SLAB PER BULINOSE BRICK
F.B.C. 1820.3 WATERLINE TILE G'* 18, POOL
O (2) R3 CONT.
HEATER PUMP
FILTER BASE (IF INDICATED) f
MOTOR(5) WgTERL1NE .1,
NOTE:
ANCHOR BOLTS THROUGH BASE WITH 1-3/4' X 3116`TAP CON SCREW OR
3/8' ANCHOR BOLT POP, POOL PUMP E FILTER
• HEAT PUMP - (4) ANGLE BRACKETS, EA 2-1/2' IN LENGTH. EACH BRACKET
SHALL BE ATTACHED TO THE CONIC. WITN (1) 1-3/4' X f? TAP CON SCREW
(OR J' ANCHOR BOLT) AND ATTACHED TO THE EQUIP WITH (I) }' SELF
TAPPING SHEET METAL SCREW.
• POOL HEATER SHALL BE PROVIDED WITH ATHERM05TATIC OR HIGH
PRESSURE CONTROL SWITCH OR OTHER ACCEPTABLE OVER HEATING
PROTECTION DEVICE 50 POOL WATER DOES NOT EXCEED 104 F
• COMPLIANT WITH FLORIDA BUILDING CODE 2017
POOL EQUIPMENT ANCHORING
n
#3 (9 12' O.GE.W
(SEE TYPICAL
WALL SECTION)
SWIMOUT / DENCH DETAIL
TILE G.
0 p1 \ \ I ZFIRST AREA ON
/% (NOTE: STEP STEEL NOT REQUIRED)
ENTRY STEP DETAIL
ITRL1NE THE G'
43 CONIT.
TOP OR FRONT
0 6. O.C.E.W
83 Q G' O.C.E.W
*!7�
I MIN. 18' LAP IN
FLOOR
SUNSHELF.DETAIL
1:7 SLOPE
MAIN DRAW PER MAXIMUM
-R4101 .21 .3
JOBA2017-010
I CONTACT: JE I
DRAWN BY: JE
DATE: 0910112017
LONGITUDINAL POOL SECTION A -A
REVISIONS I SCALE
N05E BIBS
I - STUB OUT
FILL
AUTO WATERFILL DETAIL
MW
ENGINEERING INC.
CA #30702
��Q.� ���EN3F•,e,P%
' No.59895 i
?J , STATE OF ' W =
• ���
,,Moss/D N A3,
'1j 111111\\\``
MARK E. WEBER, P.E.
LICENSE #53895
6810 North State Road 7,
Coconut Creek FL 33073
Prone: 954-617-8143
2 OF 4
I
COMMON BONDING GRID PERMITTED TO BE: �.
-STRUCTURAL REINFORCING STEEL RODS THAT ARL, 1)ED TOGETH
-SOLID COPPER CONDUCTOR NO.8 OR LARGER
AS PER NEC 680.26 tB) I2I EpU1POTEN11It _WINGND- POURED CONCRETE,
PNEUMATICALLY APPLIED OR SPRAYED CONOiETE, AND CONCRETE BLOCK WITH
PAINTED OR PLASTERED COATINGS SHALL ALL BE CONSIDERED CONDUCTIVE
MATERIALS DUE TO WATER PERMEASIUW AND POROSITY
13ONDING DETAIL
2' 8°
n
m
AQUA5TAR VBG SERIES 32' CHANNEL DRAIN WITH
ANTI -ENTRAPMENT SUCTION OUTLET COVER AND THREE PORT
MANUFACTURED SUMP RATED AT 243 GPM AT 3 PPS
NOTE: NO BRANCH PIPING WITH THIS INSTALLATION
MAIN DRAIN CHANNEL SECTION
SUCTION OUTLETS COVERJGRATE MUST CONFORM TO
MOST RECENT EDITION OF ASME/AN51 AI 1 2.19.8
WATERWAY G40-1 Ba V
(153 GPM MAX. - FLOOR THRU GRATE @ 2.72 Wsec)
(96 GPM MAX - WALL THRU GRATE @ 1.73 Wsec)
8° ANTI -ENTRAPMENT SUCTION
OUTLET COVER 4 FRAME
3'-O' MAIN DRAIN
SUCTION LINE TIED
TO PUMP To
AS
SHOWN
0 8.G5 (PIPE 51ZE PER PLAN)
.975'
1 1.83 SQUARE INCH
OPEN AREA
ADDRESS:
PIPE
JOB/wk CESPEDES RESIDENCE
ENERGY EFFICIENCY COMPUA"--,.4SOAPSRI5 AND FBC
POOL CAPACITY: GALLONS
TURNOVER RATE: iIn GPM AT LOW SPEED (MIN. 36)
TURNOVER HOURS: 6.0 HOURS
MAX. FILTR. FLOW RATE: 101 DEFAULT SET
AUX LOAD: JETS
FILTER: IcARTRIDGE
VARIABLE SPEED PUMP CONTROLLER TO BE PROGRAMMED TO DEFAULT
(ONE COMPLETE FILTRATION IN 6 HRS. MIN.) WHEN NO AUX. POOL LOADS ARE
OPERATING WITHIN 24 HRS AND PROGRAMMED WITH TEMPORARY
OVERRIDE CAPABILITY FOR SERVICING
MAX SYSTEM FLOW RATE: 170
MFU: PENTAIR
TYPE: VARIABLE SPEED
MODEL INTELLIFLO 2VST011055
CURVE W°: 18 GPM @ 850 RPM APSP DATABASE
CURVE °C: 25 GPM @ 850 RPM APSP DATABASE
MAX. SYSTEM FLOW RATE DETERMINED FOR MAX. SPEED AND
AND LOWEST HEAD ON PUMP CURVE
SUC. BRANCH: 4 @ 4.28 FPS (MAX 6 FPS)
BUD. TRUNK 3 @ 7.39 FPS (MAX 8 FPS)
RETURN: 3 @ 7.38 FPS (MAX 10 FPS
RETURN (PRESSURE) PIPING SHALL NOT EXCEED 10 FPS (SECTION R4101.6.3 FBC)
SUCTION BRANCH SHALL NOT EXCEED 6 FPS (APSP/ANSI-7)
SUCTION TRUNK SHALL NOT EXCEED 8 FPS ANSP/ANSI-7
�A
R7
I
120R
ON�� yov,
G
P E�
I,ARNP
6�0 0�0'w
It,
9
3/4'PVC CONDUIT
200 AM]
PANEL
I/2" PVC CON[
POOLPUMPo--
POOL PUMP
(3) 1
POOL LIGHTo--
DECK BOX (3) 1
GFI OUTLETo--
(3) I
JOBA2017-010
CONTACT:JE
DRAWN BY: JE
f
(2) 6 THIN WIRE
(2) 10
TIIN WIRE
— (3) 2p20 FOR PUMP
SO AM — (1) 1 p20 FOR LIGHTS
POOL — (1) 1 p20 FOR CHLORINATOR
— (2) 2p50 FOR HEAT PUMP
PANE — L (1) 1 p20 GFI BREAKER
(1) 1 p20 FOR AIRBLOWER
ELECTRICAL DIAGRAM
,0AIR BLOWER
12THHN
12THHN
8 THHNV, RE
10 THHNWIRE
IIZ•
gif
P III al �O PR fE�O
PENfPI�0fORiS
GPI P
PEN P190f0R 5
PN�
REVISIONS I SCALE
ELECTRIC HEAT PUMP
ELECTRIC HEAT PUMP
41Q
PUw cito y0)
PENf�N(� 01P3�P6 I PRO
PNI�P I M
NGINEERING INC.
C/gitit'ssa
No 53
i»
STATE F
6810 WdFffV*DgB9A8C
Coconut Creek, FL 3307
Phone: 954E77-8143
3 OF 4
ROCK
14'-G" L.F. OF
BENCH SEAT WITH
TILED EDGE-\
G" DEEP SHELF FOR
-ROCK WATERFALL
LED POOL
LIGHTS
fYP. OF 4)
21
X 14', RAISED 18"
--------- W. (2) GLO-15RITE LED LIGHTS,
8 THERAPY JETS, 3G" SPILLWAY,
2 H.P. BLOWER, AND TILE BACK
I
� 9
12' L.F. OF
BENCH SEAT WITH
TILED EDGE
ROCK
PLANTER
LED POOL
LIGHTS
(TYP. OF 4)
�. .. . .. .. ..N
i
(TYP. OF 2)
mw
I
(TYP. F 2) ER
CLEANING LINE W. I
VAC LOCK PER
ENGINEERING INC.
424.2.6.E ;
CA 030702
POOL INLETS
CM. OF 3) _
PER PER
424.2.21.5
� \ em
'
-
•4 Try
/
411
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9` STAT OF
�c
Q
1
a P
° /ONA%
MARK E. WEBER, P.E.
LICENSE 053895
6810 North State Road 7,
Coconut Creek, FL 33073
Phone: 954-617-8143
A°DRESS: DEVELOPMENT SITEAT GINN RANCH,
JOBB2017.03
REVISIONS
SCALE
ST. LUCIE COUNTY FL
/{(/
CONTACT: JE
DRAWN BY: JE
NOT7t7SCALE
4 OF"
JOB "A'"E CESPEDES RESIDENCE
DATE: 04l182017