HomeMy WebLinkAboutPLANS2.7 VS FLO PRO PERFORMANCE CURVES
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FIev NHa-GaIWnc Pw NinW IGPNI
ANSI-7/ANSI-15
:C PUMP = 2.7HP JANDY VARIABLE FLO PRO VARIABLE
)W SPEED - 36 GPM MAX
GH SPEED = 120 GPM @ 46 TDH
SUCTION PIPE @ 120 GPM = 5.63 FT/SEC.
FT./SEC. MAX. -SUCTION LINES)
BRANCH PIPE @ 60 GPM = 4.13 FT./SEC.
FT./SEC. MAX. - PRESSURE LINES)
i PRESSURE PIPE @ 120 GPM = 8.43 FT./SEC.
FT./SEC. MAX. - PRESSURE LINES)
0 SQ. FT. CARTRIDGE FILTER X 0.375 = 75 GPM
ICKWASH VALVE NO
RAISED AREA ELEV. & GRADE
N.T.S. RAISED SAND SET PAVER DECK
U\DE
Watere�dy Technical Bulletin: VG82008 640-18XX V
8"Round Tm No Dmin and Fnme
Waterway dminmvcaarecmnpiwt to the later Conwmer Safety Pmdw _
Commission requimmenD(CPSQ. Lund and Cenlfied are Tested In Drictacmrdance
t fte ul"m OfASMEA11219.8-2W7and ASMEA112.193a200B asdefined •i •
In CPSCIetterdated APn18,2011. CeNiW*. Underwriters Labm ueiz Inc,
2929 Elmpenal Highway,Suee I%Bree, CA 92821-6729.
I1- •li
Waterway 690-311x Ysedes covers andfNmes are avaiWble ln: "• "L-`
0 White ■ Mack D Gray Q DalkGmy 0 Beige
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Mdd No. Desuip8un Sin Tmd Opmlbea RamflrnAale W.GFI.Bne Ilw Bat,GPM
S4m0 lade GPM G?M 913MK
6a&18XXV T.Ha F` 14.8 12
PartNo. Deniptinn 12"
Odell 219MI A95t,* ssSWSum-32A,
Pm M224WV rNhailmh(mn
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VA17 MtAr#ry•WNo•780SppgsBRd,OM4d,093B0•Ph BB.%I.MMMterrrry€"Inwsy(/aliummknw.wtemaypWPnmm ®tma060
OUTSIDE ANGLE OF REPOSE N.T.S.
V AND FURTHER = 4" THICK WALLS WM3 REBAR @ Ir O.C. EACH WAY
Y TO 6. = 6- THICK WALLS W1#3 REBAR @ 1r O.C. EACH WAY
0' TO 3-= 8" THICK WALLS WM3 REBAR Ir O.C. EACH WAY
sR. �
3
_ ; 31L N.T.S.
m
0
Wq
/ 2 aAy
EXCAVATION INTO THE ANGLE OF REPOSE ISYILLOWABLE PROW DED:
` SHORING IS INSTALLED AT EXCAVATION 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 MARTIAL ARE PROVIDED
AT C.O.OF THE SWIMMING POOL
W.L.
FOOTER DETAII
(2) 05 REBAR
12" ova
__AR SHALL BE
NO SCALE COVERED BY A
MINIMUM OF 3"
SWIMOUTS
WHEN PROVIDED SHALL
BE AT 20" MAX. BELOW
THE WATERLINE
20" max.
18"-1
N.T.S.
18" MIN.
(ENTIRE PERIMETER)
PAVER DECK OR CONCRETE DECK
I
SOIL
#8 SOLID COPPER BOND
WINE . CLAMPS
ON EACH
(ONE ON EACH SIDE OF
POOLd TOTAL)
8 GAUGE SOLID COPPER WIRE
EQUIPOTENTIAL BONDING GRID DETAIL
PER N.E.C. 2014 SEC. 680.26 MINIMUM 18" (MAXIMUM 2a") FROM EDGE OF POOL AR(
(WHERE ADOPTED) ENTIRE POOL PERIMETER BURIED 4"TO 6"DEEP
-- -:1 ".5 ft.
TILED BENCH
EDGE
3.5' DEEP
COLOR LED
DECO DRAIN TO DRAIN AWAY FROM THE HOUSE. DECO
DRAIN TO BE ATLEAST V FROM HOUSE. DECO DRAIN
EXACT LOCATION TO BE DETERMINED IN FIELD.
COOL DETAIL FORK ,E"AL AND ME ANSI/APSP'72W6 FOR SUCTIONnON
ENTRAPMENT AVOIDANCE
1PPROV® MAIN DRAD7 FRAMES
,AND CRATER PER V.G.& ASMFIANSI
112.19.&2W7
MINIMUM (2) SUCTION LINES PER PUMP 3 FT.
SEPARATION OR SEPARATE PLANES
• 3 FT. MIN.
2.5" LINE TO FIRST TEE.
Y' SUCTION LINE MAX 181
G.P.M.
TO FILTRATION PUMP
3" P LINES FROM
SUMP W
SUMP W/ 3" TEE
6 FPS MAX
N.T.S.
C
N
40 ft.
301
+12"
3"
*-W DEEP 3n
TILED STEP
UMBRELLA SLEEVE
•
loft.
TRUSSED ROOF PATIO
TRAVERTINE SAND SEl
ON CONCRETE PATIO
COLOR LED
TILED BENCH
EDGE
ft.
R?E•yU�A9
BY SURFSIDE
SCREEN BY PIONEER
K 10' FASCIA
HEIGHT
DOUK ANU WINDOWS
ALARMS BY OWNER
POOL BARRIER PER FRC R4501.17.1-
R4501.17.3 AND ANSIINSPI-5-1995
SAFETY BARRIER PER FRC R4501.17.1-
R4501.17.3 & ASTM5034-95, ASTM D3787-
89, ASTM 653-96
co
W
TO I
TEE
GENERAL NOTES
1. SWIMMING POOL CONSTRUCTION TO COMPLY W/ FLA. BLDG. CODE AND WITH ALL LOCAL ORDINANCES
AND ZONING REGULATIONS.
2. SWIMMING POOL TO BEAR ON ROCK OR UNDISTURBED SAND. ALL WALLS AND FLOORS SHALL BE GUNITED
OR POURED IN -PLACE CONCRETE W/ MINIMUM 3,000 P.S.I. CONCRETE (@ 28 DAYS) COMPRESSIVE STRENGTH.
3. ENGINEER SHALL BE NOTIFIED IF SOIL BEARING LESS THAN 2500 P.S.F., OR MUCK, SILT OR LOOSE, SOFT
SOIL IS FOUND. A SOIL BEARING CAPACITY OF 2,500 P.S.F. HAS BEEN USED IN THE DESIGN.
4. REINFORCING BARS SHALL BE NEW BILLET, GRADE 40.
5. ALL POOL PIPING TO BE P.V.C. SCHEDULE 40 MIN. AND BEAR THE N.S.F. APPROVAL.
6. BACK -WASH SHALL BE IN COMPLIANCE WITH LOCAL ORDINANCES.
7. DISPOSAL OF POOL WATER SHALL CONFORM TO LOCAL ORDINANCES. SURFACE GRADING SHALL CONTAIN
WATER WITHIN PROPERTY LINES. PONDING SHALL NOT PERSIST FOR MORE THAN ONE HOUR.
8. WATER SUPPLY & DISPOSAL SHALL BE INSTALLED SO THAT THERE IS NO CROSS CONNECTION WITH A
DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM.
9. GRATE AT MAIN DRAIN SHALL HAVE A FREE AREA OF 4X THE AREA OF THE SUCTION LINE
10. HAIR & LINT STRAINERS SHALL HAVE A REMOVABLE SCREEN W/ A MINIMUM FREE AREA OF 3X THE AREA
OF THE SUCTION LINE.
11. ELECTRICAL: INSTALL WIRING & DEVICES AS SHOWN IN "POOL DATA" HEREON. LIGHT CONNECTION TO
CONFORM TO NATIONAL ELECTRICAL CODE- LATEST EDITION.
12. ALL METALLIC CONDUITS, PIPING SYSTEMS, REINFORCED STEEL, LIGHT FIXTURES & HOUSING, METAL
PARTS OF LADDERS, HANDRAILS, DIVING BOARDS & SUPPORTS TO BE BONDED TOGETHER & GROUNDED TO
A COMMON GROUND. BONDING CONDUCTOR SHALL NOT BE SMALLER THAN #8 COPPER. ,.� g wI1
13. NO OVERHEAD OPEN WIRE OVER POOL WATER. COMPCiOMPLIANCE
14. CARTRIDGE FILTER SHALL HAVE A FILTRATION RATE NOT TO EXCEED 3 G.P.M. / S.F. OF FILTER AREA. NO
BACK -WASH REQUIRED. ST. LUCIE COUNT
15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE BEFORE STARTING THE BOCC
PROJECT. CONTRACTOR SHALL VERIFY LOCATION OF ELECTRICAL SERVICE BY F.P.&L. COMPANY.
16. SPECIAL ATTENTION SHALL BE GIVEN TO EXISTING FOUNDATION TO PRFVFNT IINnFRMININr
• APPROVED WITH THE 2017 FLORIDA BUILDING CODE
6M EDITION FOR RESIDENTIAL
SPECIFICATIONS
MAX. WIDTH 23' MAX. LENGTH 30'
MIN. DEPTH 3.5' MAX. DEPTH 5'
SHAPE CUST ELEVATION T.B.D
FILL FROM EXCAVATION HAUL
TILE INTERIOR FINISH GEM FILTER CS200
PUMP MAKE PER FBC .uuov zaHP vs FLO PRO
PUMP HP: POOL 2.7HP VS FLO PRO SPA NA
FILTRATION PUMP COMPLIANT WITN ANSUAPSPACC.152011
LIGHTS POOL 2CLR LED SPA NA
TRNFORM: POOL 300 WATT SPA NA
MAIN DRAIN: POOL 2 SPA NA
SKIMMER (1) TIMER INCL
RETURNS: POOL 3 SPA NA
LA YUU I
At
N T 'LOCATION OF GFI
RECEPTACLE
TO BE DETERMINED IN W
P FIELD PER NEC 680 V
`' EQUIPMENT VERIFY 0
PAD EXACT Q
F PER FBC LOCATION IN I
R4501.22 FIELD WITH
30" MIN, SUPERVISOR
CLEARANCE
IN FRONT SMALL MACHINE
H OF
SUBPANEL DIG
MISC NOTES
N.T.S.
N.T.S.
POOL PATIO
1. ALL STEPS AND SWIMOUT BENCH
EDGES WILL HAVE 2X6 CAPlILE BORDER
WATER LEV�
OF OPPOSITE COLOR OF GEM FINISH FOR
'
VISIBILITY
2. HAND HOLD TO BE INSTALLED AT ARE
WHERE DECK RAISED ♦6"
ABOV POO
M
-
POOLSOND P114006 N.T.S
WATER
ONDING WIRE
TO GRD)
PB-2008
LOCATION OF WATER BOND
BY POOL EQUIPMENT
IN ACCORDANCE WITH 680.2 C POOL WATET SHALL BE IN DIRECT
CONTACT WITH AN APPROVED CORROSION -RI SISTANT CONDUCTIVE
SURFACE THAT EXPOSES NOT LESS THAN 9 INCHES (5800 MM) OF
SURFACE AREA TO THE POOL WATER AT ALL TIME.
IIPMENT LAYOUT N.T.S.
2" VACUUM LINE
3" POOL MAIN DRAIN
2" SKIMMER LINE
2.5" POOL RETURN LINE TO FIRST TEE, 1.5" TO POOL
JANDY TRUE CLEAR SALT SYSTEM
THERMEAU S125 HEAT PUMP
1.5" TO WASTE OR DISCHARGE TO GROUND
2.7HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIR AND LINT STRAINER
CARTRIDGE FILTER W/ PRESSURE GAUGE AND AIR RELIEF VALVE
VALVES (TYPICAL)
INSTALL PERMA-CAST WATER BOND OR APPROVED EQUAL TIED TO PUMP
ROUND W/ #8 SOLID COPPER & APPROVED LUG (MIN. 9 SQ. IN SURFACE AREA
XPOSED TO WATER) PER MFGR'S SPECS (FIELD VERIFY LOCATION)
ELECTRIC HEAT PUMP ELECTRICAL DIAGRAM
CU #6 THILT4N OVERLOAD SWITCH W/3-HN
CU WITH -IN 3/4" CONDUIT --
80 AMP POOL PANEL
W/(3)-#-0THHN CU WITHIN 1-
W.P. DISCONNECT ELECTRICAL CONDUIT
VARIABLE SPEED FLOPRO PUMP MOTOR
#8 SOLID CU GROUND WIRE WISUILT-IN OVERLOAD SWITCH Wn-#10 MINN
TO EXISTING PANEL CU WITH IN W' CONDUIT
>
S.RS.T. TOGGLE
SWITCH > S�MECLOCK
DISCONNECT
(N POOL LIGHTS
(GFI NOT REQUIRED)
W.P. DISCONNECT
TRU CLEAR SALT SYSTEM
CU WITH -IN I -IN OVERLOAD SWITCH W/3
CU'/." CONDUIT -#10 THHN
1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE.
2.3412 THHN CU WITHIN'/," MIN. CONDUIT FOR POOL LIGHT IS)
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC, WITH #8 SOLID, BARE COPPER.
4. ALL POOL PUMPS TO GFCI PROTECTED PER NEC 680.22 (B)
N.T.S.
TRAVERTINE N T S
90 C)-s
Ile, Copy q1 q)19
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL - 502SQ FT 122LN I
A. ALLEN ENGINEERING LLC, CA NO. 33042,
2367 7M STREET, LA VERNE, CA, 91750
TO THE BEST OF MY KNOWLEDGE, THESE DRAWINGS AND
SPECIFICATIO14S COMPLY MINIMUM BUILDING CODES.
-'
-
/�l/�i SCAN�y'
}}� ����,+,B�//++
AARON H. ALLEN PE, FL REb?Nd-eNel6IULOHIItV
JOB NAME: VASILE
ADDRESS: 7152 MAIDSTONE DR. PORT
SAINT LUCIE, FL 34986
PERMIT NO.:
DATE DRAWN:JULY 29 2019
DRAWN BY: BOBBY AUSTIN
CHECKED BY AARON H. ALLEN
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
SCALE: 1/4" = 1'
epPoOun�
CONCRETE
LS,
INC.
'NOTE: REMOVE CRATES DECK'�1 1 ROW OF WATERLINE TILE
WELL POINT PLUG FROM MAIN -�'
DRAIN & ATTACH AUX. PUMP WATERL
LINE WHEN EMPTYING POOL
6"X6" TtLE 1 R 3.5'
TRAVERTI POOL PATIO@ 12"/C E.W.
1" LIGHT POWER INTERGROUND WIRE - SUPPLY GRATE SHALL i FINISHTYPICAL WALL
CONDUIT
HAND RAIL BONDING DETAIL ' (JNDERWA
WHERE APPLICABLE
48" MAX PER NATIONAL ELECTRICAL CODE LK
WATER DEPTH - --
T P0" MIN.
'.. 1. DISMIN.OF10"WIDE.
1P' MAX. 2 SER NOT GREATER THAN IT' EXCEPT IF MORE
o " TN (3) TREADS ARE USED.
3. L STEPS TO BE SOLID GUNITE 3000 PSI.
POOL
N.T.S.
UNDERWATER
BE secuREO IN
PLACE SO
NIN HE LIGHT DETAIL
THAT TOOLS
(NO SCALE)
ARE REQUIRED
PPHOVED
FOR REMOVAL
GROUNDCLAMP
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL,
� THREADE
RAIL s & EQUIPMENT
PLUG
GRAVEL BED
TO PUMP 10
SECTION & 12• CYCOLAC MAIN
WELL POINT
(NO SCALE) is,
STEEL-TEX FORM
R KRAFT WALL THE SLOPE OF THE FLOOR FROM 20' FLOOR SLOPES3`F1
THE SHALLOW END WALL REASONABLY UNIFO
#3 12 O.C.B.W. TOWARDS THE DEEP AREASNALL COMPLY WITHARTICI
NOT EXCEED 1 FOOT IN 7 FOOT NOTE: FOR DEPTHS TNRU &&S
Y3•
REATER THAN 6' ADD 1-
#3 COVE BAR @ 6" O.C. TYPICAL SECTION THRU POOL
(NO SCALE)
_ 4 %" THICK
5, LIGHT WALLS
HALL
6"THICK NOT
LO SLOPE
GREATER
THAN 11
3'