HomeMy WebLinkAboutPOOL PLANS2.7 VS FLO PRO PERFORMANCE CURVES
,m 43
39
35
ow5ft°
HIG SEE _
" .
50
:gg _
S
17
13
211
10 _ .__ - _4
L
0 o
0 10 20 30 40 50 60 70 60 m IN 110 In I30 IQ ,60 160 in ISO 190 200
Flow Rate Gallon, P,, Menu, IGPMD
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.
13. NO OVERHEAD OPEN WIRE OVER POOL WATER.
14. CARTRIDGE FILTER SHALL HAVE A FILTRATION RATE NOT TO EXCEED 3 G.P.M. /
S.F. OF FILTER AREA. NO BACK -WASH REQUIRED.
15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE
BEFORE STARTING THE PROJECT. CONTRACTOR SHALL VERIFY LOCATION OF
ELECTRICAL SERVICE BY F.P.&L. COMPANY.
16. SPECIAL ATTENTION SHALL BE GIVEN TO EXISTING FOUNDATION TO PREVENT
UNDERMINING -
Waterway Technical Bulletin: VG82008
640-18XX V
B" Round Tru H9 Drain and Frame
Watemay drain mmrs are compdam to the latest Consumer Safety Product
Commission requiremens(CPSQ. listed and Certified and Tested In stria accordance
to the requirements of ASME AT I2.19S-2007and ASME A112.19sie2008 as defined
%: �Vi.IV �•`-a;Ai
in CPSC letter dated April & WIT 1. CelOfied by. Underandars Laboratories, In"
2929 E. Imperial H41%W,, Wee IOD. Sma, CA 929216729.
Watelwry 60311a V terms mce sand names are available M:
ii
U White M Bla k O Gray Q DRkGmy O Settle
MBIA9
Aeeooduok"a" mwea, "mnkbneelue,"mob .w,.ra>:Nvwuawwrmvnn;asme;n
., ,rra"rol.
eaManl"n"dmbb WpWL .rr ..
- Wud"ukpoebamiabkobaav"n;e ..... � ., ,
M,vYyYPN"ikbel"sYen vm, , ueu. , v„n� no.i mpn
o � ^.• .. ••....
.a.wa�m"k.a<w.meekwrmaseml�w*«w. Ws®.m.dtmsmN=.+•.alm:.u+emwu..,cswaN�aa�
A"MyeMUBA1anH1ml.
4ud#u Besniptan She Tatal Open Ant Flea Fbb Ogre
WaAFbb Rate Rmflate OM
5"ar,ace. GPM
GPN 51.51ft/u
6,11111 XV TM So Y - I" 1S3
96 68
-.
Panlla Oewipdon
Sri'
02-714
Hb2c00y 8'Nlb0ahaw
rTa
Pks5Relaitc
Bi3-714M e'iv0o00kparze
M9�1`
wanxx
GI0 .
�t�rtuay
ANSI-7/ANSI-I5
EC PUMP = 2.7HP JANDY VARIABLE FLO PRO VARIABLE
OW SPEED - 36 GPM MAX
IGH SPEED = 120 GPM @ 46 TDH
" SUCTION PIPE @ 120 GPM = 5.63 FT/SEC.
8 FT.ISEC. MAX. - SUCTION LINES)
" BRANCH PIPE @ 60 GPM = 4.13 FT./SEC.
6 FT./SEC. MAX. - PRESSURE LINES)
.5" PRESSURE PIPE @ 120 GPM = 8.43 FT./SEC.
(10 FT./SEC. MAX. - PRESSURE LINES)
200 SQ. FT. CARTRIDGE FILTER X 0.375 = 75 GPM
BACKWASH VALVE NO
(1) #5 REBAR
OR (2) # 3 REBAR
REBAR SHALL BE COVERED
6" BY A MINIMUM OF 2.5"
NO SCALE
WHEN PROVIDED SHALL
BE AT 20" MAX. BELOW
THE WATERLINE
20" max.
N.T.S.
OUTSIDE ANGLE OF REPOSE 18" MIN.
(ENTIRE PERIMETER)
6' AND FURTHER =4" THICK WALLS3REBAR
REBAR O.C.EACH
O.C. EACN WAY
3' TO T = 6" THICK WALLS W/#3 REBAR 1& 12" . EACH WAY
D TO 3' 8' THICK WALLS W/#3 REBAR @ iT' O.C. EACH WAY PAVER DECK OR CONCRETE DECK C
W.L.
9ft �
N.T.S. saL
III SOLID COPPER BOND -
WIRE W/APPR. CLAMPS
V' (ONE ON EACH SIDE OF
i POOL 4 TOTAL)
O4 8 GAUGE SOLID COPPER WIRE -
Wq
7 2rcaa I
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: _
`SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT E(2UIP0_TENTIAL BONDING GRID DETAIL NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES MINIMUM 18" (MAXIMUM 24"( FROM EDGE OF POOL ARC
' COMPACTION TEST OF THE BACKFILLED MARTIAL ARE PROVIDED PER N.E.C. 2014 SEC. 680.2E
AT C.O. OF THE SWIMMING POOL (WHERE ADOPTED) EN TIRE POOL PERIMETER BURIED 4"TO 6- DEEP
LU
V
a
I
ALL MACHINE
DIG
OOL DETAIL
APPROVED MAIN DRAIN FRAMES
AND GRATER PER V.C.B. ASME/ANSI
112.19.E-2007
38 ft. 4 i n . SCREEN BY PIONEER
(2) JANDY DECK JETS 2:5
1.5"
1.5"
R
30 ft.
TILED BENCH ---
EDGE
m "EEP 3.5' DEEP
"e
CO
COLOR LED COLOR LED
I' \ I / VAC LINE \ / �/►
4 ft. 2 in.
m
DECO DRAIN TO DRAIN WAY FROM THE HOUSE. DECO DRAIN TO BE ATLEAST
FROM HOUSE. DECO RAIN EXACT LOCATION TO BE DETERMINED IN FIELD.
10F FASCIA N
HEIGHT
X DOOR AND
WINDOW ALARMS
POOL BARRIER BY OWNER
5o1.17.1-
R4501.17.3 AND ANSI/NSPI-5-1995
SAFETY BARRIER PER FRC R4501.17.1-
R4501.17.3 & ASTM5034-95, ASTM D3787-
89, ASTM 653-96
FOR RESIDENTIAL AND THE ANSVAPSP-7 20a6 FOR SUCTION
ENTRAPMENT AVOIDANCE
MINIMUM (2). SUCTION LINES PER PUMP 3 FT.
SEPARATION OR SEPARATE PLANES
3 FT. MIN.
2.5" LINE TO FIRST TEE.
3" SUCTION LINE MAX 181
G.P.M. L
TO FILTRATION PUMP
LI
NES INES FROM
SUMP INESE
6 FPS MAX
N.T.S.
TRUSSED ROOF PATIO
REMOVE AND REPLACE
EXISTING PAVERS
MISC. NOTES N.T.S.
1. ALL STEPS AND SWI MOUT BENCH
EDGES WILL NAVE 2X6 CAPTILE BORDER
OF OPPOSITE COLOR OF GEM FINISH FOR
VISIBILITY
2. HAND HOLD TO BE INSTALLED AT ARE
WHERE DECK RAISED +6"
ABOVE POOL
UND WIRE
HANDRAIL BONDING DETAIL
48"MAX Fr
WHERE APPLICABLE
� G PER NATIONAL ELECTRICAL CODE
WATER DEPTHI-10" MIN.
TIS MI. OF 10"W DE.
12" MAX. OT GREATER THAN I2" EXCEPT IF MORE
0 o THAN (3) TREADS ARE USED.
3. ALL STEPS TO BE SOLID GUNITE 3000 PSI.
N.T.S.
*LOCATION OF GFI
RECEPTACLE
TO BE DETERMINED IN
FIELD PER NEC 680
EQUIPMENT VERIFY
PAD EXACT
PER FBC LOCATION IN
R4501.22 FIELD WITH
SUPERVISOR
LINE TO
:ST TEE
2.5"
LAYOUT
Nde T. S
P
O
POOLBONO M2008 N.T.S
WATER
ONDING WIRE
TO GRID
PB-2008
LOCATION OF WATER BOND
BY POOL EQUIPMENT
IN ACCORDANCE WITH 680.2 C POOL WATER SHALL BE IN DIRECT
CONTACT WITH AN APPROVED CORROSION -RESISTANT CONDUCTIVE
SURFACE THAT EXPOSES NOT LESS THAN 9INCHES (5800 MM) OF
SURFACE AREA TO THE POOL WATER AI ALL TIME.
EQUIPMENT LAYOUT N.T.S.
LEGEND D
1. 2.5" RETURN TO WATER FEATURE
2. 3" WATER FEATURE MAIN DRAIN LINE
3. 2.5" SPA MAIN DRAIN LINE FOR FILTRATION
4. 1.5" VACUUM LINE
5. 2.5" MAIN DRAIN LINE
6. 2" POOL RETURN LINE
A. JANDY 2.7 FHPM VARIABLE SPEED W/APPR HAIR & LINT
STRAINER
B. 1.5" TO WASTE OR TO GROUND
C. CARTRIDGE FILTER W/PRESSURE GAUGE AND AIR RELIEF
VALVE
D. VALVES (TYR)
E. JANDY "TRU CLEAR" SALT SYSTEM
F. ELECTRIC HEAT PUMP
ELECTRICHEATOVERLOAD
PUMP ELECTRICAL DIAGRAM
WBUILT-IN OVERLOAD SWITCH Wl3-#6 THHN
CU WITH -IN 3/4" CONDUIT
Bo AMP POOL PANEL
W/(3) - #4 THHN CU WITHIN 1"
W.P. DISCONNECT ELECTRICAL CONDUIT
N.T.S.
VARIABLE SPEED FLOPRO PUMP MOTOR
#8 SOLID CU GROUND WIRE WBUILT-IN OVERLOAD SWITCH W13-#10 THHN
TO EXISTING PANEL CU WITH -IN Y" CONDUIT
S.P.S.T. TOGGLE
SWITCH STIMECLOCK
DISCONNECT
(3) POOL LIGHTS
(GFI NOT REQUIRED)
W.P. DISCONNECT
TRU CLEAR SALT SYSTEM
WBUILT-IN OVERLOAD SWITCH WM 910 THHN /�T(,/
30" MIN. CU WITH-INN'CONDUIT /,(/O -
04
CLEARANCE 1=tEVIEWE[
IN FRONT 1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE. 3. g�
H SUBPANOF 2. 3-#12 THHN CU WITHIN'A" MIN. CONDUIT FOR POOL LIGHT (S) .,+'Ol7JE COME
4. ALLLOUND POOL PUMPS TOG CALL BOXES, FI PROTECTED PER NEC 680.22 (B) TS, MOTORS, ETC, WITH #8 SOLID'BARE COP " L1 V 1/"v�IE C
BOCC
• BURIED POWER LINES N.T.S.
CONCRETE DECK
N.T.S. POOL PATIO
WATER LEVEL
NOTE: REMGVE GRATE& OVERPOUR
WELL POINT PLUG FROM BEND INTO D CK 48" Z
(OR CAP TIL
MAIN DRAIN & ATTACH AUX. .
UMP LINE WHEN EMPTWN WHERE .T
Poo APPLICABLE
FROM
6"X6" TIL 4" SLAB
T
POWER
INTERIOR
LIGHT
2500 FIBii
CONDUIT SUPPLY
GRATE SHALL FINISH TYPIC
UNDERWATE
UNDERWATER
BE SECURED
/Y TYP. 4
SECTION &
NO
IN PLACE SO
WALL
LIGHT
LIGHT DETAIL
NICHE
THAT TOOLS
WELD POINT
T
l
b
(NO SCALE)
ARE REQUIRED
taa
APPROVED
FOR R
MOVAL
STEEL-TEX FORM
GROUND CLAMP
6' TYP.
R KRAFT WALL
FLOOR
#3 @ 12" O.C.B,W.
CONTINUOUS BOND WIRE
THREADE
NOTE: FOR DEPTHS
POOL FINISH
�:
COMMON POOL STEEL,
PLUG
REATER THAN 6' ADD 1-
RAILS & EQUIPMENT
in COVE AR @ 6" O.C.
GRAVEL BED
TO PUMP0.
T.S.
• APPROVED WITH THE 2017 FLORIDA BUILDING CODE
6TH EDITION FOR RESIDENTIAL
SPECIFICATIONS
MAX. WIDTH 1806" MAX. LENGTH 30'
FILTER
IDY 1.65HP
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL - 478SQ FT 97LN FT
A. ALLEN ENGINEERING LLC, CA NO. 33042,
2367 7"' STREET, LA VERNE, CA, 91750
TO THE BEST OF MY KNOWLEDGE, THESE DRAWINGS AND
SPECIFICATIONS COMPLY MINIMUM BUILDING CODES.
;'Ixe /
AARON H. ALLEN PE, FL REG. NO. 86620 FL
JOB NAME:_BIEDKA
ADDRESS: 9046 PUMPKIN RIDGE RD.
SAINT LUCIE WEST, FL 34986
PERMIT NO.:
DATE DRAWN:JULY 22 2019
DRAWN BY: BOBBY AUSTIN
CHECKED BY AARON H. ALLEN
DESIGNER APPROVAL: _
CUSTOMER APPROVAL:
SCALE: 1/4" = V SCANNE0
R BY
j C o
St.LUcieCoL;,
CONCRETE
POOLS, INC.
DECK �/ 1 ROW OF WATERLINE TILE
C WATERLI4 /," THICK
3.5' PILE CO
#3 STEEL @ 12" O/C E.W. WA-
$H/-
FLOOR.SLOPE T�z• NO,
FLOOR SLOPES SHALL BE SLC ..
REASONABLY UNIFORM AND GREATER
COMPLY WITH ARTICLES 6.61
THRU 563 THAN
L:41
27' THE SLOPE OF THE FLOOR FROM
TYPICAL SECTION THRU POOL
(NO SCALE)
300