HomeMy WebLinkAboutPOOL PLANSVSFHP165 PERFORMANCE CURVES
100
WATERLINE
BASIN
O 90
LL (a FILTRATION PUMP
O
F 70
Lu
LIJ
I.L. 00
M50 RPM
Q SO
w
= 40
V_
30 2750 RPM
Q Iwo RPM
} 20
1730 RPM
J 10
Q
~ 0
t- 0 10 20 M 40 m 60 70 M 30 100 110 IM in 140 IN 160 In IN 1M 2N
FLOW GPM
'IS" MIN. (NO SCALE)
*ENTIRE PERIMETER
BOND WIRE WIAPPR.
CLAMPS
(ONE ON EACH SIDE
OFPOOL4TOTAL)
PER N.E.C. 2014 SEC. 680.26
(WHERE ADOPTED)
I so1L
8 GAUGE SOLID COPPER
WIRE
I TT]I 1
MINIMUM 18" FROM EDGE
OF POOL AROUND ENTIRE
POOL PERIMETER BURIED
4" TO 6" DEEP
MISC. NOTES
1. ALL STEPS AND SWIMOUT BENCH EDGES
WILL HAVE 2X6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HAND HOLD TO BE INSTALLED AT AREA
WHERE DECK RAISED •8" ABOVE POOL
#8 GROUND WIRE
T
��iiHA �4WHER BONDING DETAIL
72" MAX
LWHERE APPLICABLE
u
48" MAX
PER NATIOW L ELEC7PoCAL CODE
WATE EPTH
111(r MIN.
a
STEP DETAIL
1. TREAD IS MIN. OF 10" WIDE.
2. RISER NOT GREATER THAN 12" EXCEPT
a •
IF MORE THAN (3) TREADS ARE USED.
3. ALL STEPS TO BE SOLID
GUMTE 4000 PSI.
STEP DETAIL
(NO SCALE)
N.T.S.
POOL RETURN LINES 2" TO FIRST TEE
POOL DETAIL
APPROVED MAIN DRAIN FRAMES AND GRATES
PER V.C.B. ASME/ANSI 112.19.8-2007
• .• APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR
RESIDENTIAL WITH THE 2017 SUPPLEMENTS AND THE
• ANSI/APSP-7 2006 FOR SUCTION ENTRAPMENT AVOIDANCE
MINIMUM (2) SUCTION LINES PER PUMP 3 FT.
SEPARATION OR SEPARATE PLANES
° e 3 FT. MIN.
• e
e °
2.6" SUCTION LINE TO
PUMP MAX 117 G.P.M.
6�MAX
TO FILTRATION PUMP 3" PLUMBING LINES
FROM SUMP WI 3" TEE
GRADE
1.V OVERFLOW
24- TO FRENCH DRAIN
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. IS ASSUMED FOR THIS DESGN.
NOTE; CLEAN FILL COMPACTED
TO 95% MAX. DRY DENSITY
UNDER DECK ONLY
OVERPOUR BEND INTO DECK
N=REMOVE GRATES (ORCAP TILE, @48"O.C. MAX.
WELL POINT P CH AUX M MAIN WHERE
DRAIN 8 ATTACH AUX. PUMP pppOCABLE �'
LINE WHEN EMPTYING POOL
6"X6" TILE
4" SLAB
INTERIOR 2500 FIRE
GRATE SHALL FINISH TYPICAL WALL
BE SECURED IN 4 /2 TYP. SECTION 8t
PLACE SO WALL WELL POINT
THAT TOOLS (NO SCALE)
ARE REQUIRED
FOR REMOVAL STEEL-TEX FORM
6" TYP. R KRAFT WALL
FLOOR
#3 @ 12" O.C.B.W.
THREAD
E NOTE: FOR DEPTHS
PLUG REATER THAN 6' ADD 1-
#3 COVE BAR @ 6" O.C.
TO PUMP -►
GRAVEL BED NO ScALE
FOOTER DETAIL
(2) #3 REBAR OR
(1) #5 REBAR
81. o0
8" REBAR MIN. 2%"
CONCRETE COVERAGE
NO SCALE
SWIM_OU_TS
WHEN PROVIDED
SHALL BE AT 20" MAX.
BELOW THE
APPROVED WITH FBC 2014WATEERRLINE
I
20" max.
18"-1
2" RETURN TO
16T TEE
W�
a a
D.'
W °60
O_,
8
= N F U
0i
apW
z a=Q.
U L7
=_W
ap
cy J
ain
in
0FX
W
O0
a r,
N.T.S.
7
4=
M
1.5" SCN 40�
18"
SAFETY BARRIER PER FRC 4501.17-4501.17.1.15 &
ASTM5034-95, ASTM D3787-89, ASTM 653-96
&
R4501.17.1 THRU R4.501.17.3
POOL BARRIER PER FRC 450'1.17-41.1.17.3 AND
ANSI/NSPI-5-1995
BABY BARRIER FENCE PER PLAN AND
SCREEN ENCLOSURE (SEP. PERMIT)
2" LOOP
4�
2.5" SCH 40------ POOL
DEEP
3" SCH 40
'
(2) 8" DIA. MAIN DRAINS
TIED TOGETHER - 36" APART
N
(DRAINS TO BE COMPLIANT WI
ASMEIANSI
145 GPM @ 2.8 FPS
THRU EACH GRATE
LED
LIGHT
I
SKIMMER
3X4
PAD
POOLBOND PB-2008
DECK
WATER
2" SCH m
Vac
1"SCH 40
Z' SCH 40
49 ft.
DANDY DECK JET
(TYP OF 3)
1.5" SCH 40-®
OVERPOOR COPING
I
<'
R- x
u
a
3 FT
DEEP
FLO-KRETE
A
48" HIGH APPROVED BABY FENCE
DECO -DRAIN EXACT PLACEMENT OF DECO DRAIN TO BE DETERMINED IN FIELD.
BONDING WIRE
TO GRID
LOCATION OF
WATER BOND
LOCATE IN -FIELD
MUST HOLD 35 PSI FOR AT
LEAST 30 MIN. .
SCHEMATIC
(NO SCALE)
FILTER
(2) MAIN DRAIN
MIN. Y APART
PUMP
HAIR & LINT
CA rCHER
(COMPONENT OF I
DEIMO EXISTING PAVERIHAUL
FLO-KRETE
ELECTRICAL DIAGRAM AND
NOTE: POOL PUMP MOTOR LOCATED ABOVE
GFI OUTLET PER 2014 NEC
GRADE. PROVIDE SEPARATE CIRCUIT FOR
PUMP MOTOR(SAND HEATER(S) ETC
(NO SCALE)
NOTE: INSTALL 126V 15
RAIN nsxT ouT000R
LECTRICAL PANEL AMP WEATHERPROOF
(SIZED PER LOAD) DUPLEX RECEPTACLE AT
TO MAIN SERVICE PANEL IN
G.F.I LEAST 10' AWAY AND
APPROVED NDUIT(S�D
ouTLEr NOT MORE THAN 20'
PER LOAD)
.moon THE INSIDE WALL
WIRING TO POOL L'ONT IN
TIME-C KFROM
OF THE POOL
APPROVED CONDUIT
PUMP
MOTOR
UL APPROVED DECK BOX
FOR DIRECT CONINE
NOTES:
TO WET NICHE
(1) POOL PANEL AND SWITCHES MUST BE AT
LEAST 6 FROM THE INSIDE WALL OF THE POOL
• (2) ALL ELECTRICAL WIRING AND EQUIPMENT
POOL LI HT SWITCH* MUST INSTALLED IN ACCORDANCE WITH THE
UNDERWATER EITHER INDOOR OR 2014 EDITION OF THE NATIONAL ELECTRICAL
LIGHT OUTDOOR CODE
APPROVED WIRING IN i"
(3) PROVIDE PROPER WORKING CLEARANCE
SCH 40 PVC W/ aSPACES
BONDING CONDUCTOR
SPACESFOR ELECTRICAL EQUIPMENT AS PER
OF NFPA 70
Ill"""IWE HAVE REVIEWED THE POOLISPA PLAN
AND APPROVE ALL ELEVATIONS, DEPTHS,
AND DIMENSIONS TO BE CORRECT UNLESS
OTHER WISE NOTED ON PLAN.
• APPROVED WITH THE 2017 FLORIDA
BUILDING CODE FOR RESIDENTIAL 61.h ED.
POOL DECK TO HAVE
SCREEN ENCLOSURE.
SEPARATE PERMIT
PIONEER SCREENS
GENERAL NOTES
1. SWIMMING POOL CONSTRUCTION TO COMPLY Wl 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 WI MINIMUM 3,000 P.S.I. CONCRETE 1@ 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 2.600 P.S.F. HAS BEEN USED IN THE DESIGN.
L REINFORCING BARS SHALL BE NEW BILLET, GRADE M.
S. ALL POOL PIPING TO BE P.V.C. SCHEDULE 4I 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
S. WATER SUPPLY S 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 S LINT STRAINERS SHALL HAVE A REMOVABLE SCREEN WI A
MINIMUM FREE AREA OF 3X THE AREA OF THE SUCTION LINE.
IT. ELECTRICAL: INSTALL WIRING S 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 S HOUSING, METAL PARTS OF LADDERS, HANDRAILS,
DMNG BOARDS S SUPPORTS TO BE BONDED TOGETHER S GROUNDED TO
A COMMON GROUND. BONDING CONDUCTOR SHALL NOT BE SMALLER
THAN M8 COPPER.
11 NO OVERHEAD OPEN WIRE OVER POOL WATER.
10. CARTRIDGE FILTER SHALL HAVE A FILTRATION RATE NOT TO EXCEED 3
G.P.M.I S.F. OF FILTER AREA. NO BACK -WASH REQUIRED.
3X4 15 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT
PAD SITE BEFORE STARTING THE PROJECT. CONTRACTOR SHALL VERIFY
LOCATION OF ELECTRICAL SERVICE BY F.P.SL. COMPANY.
16. SPECIAL ATTENTION SHALL BE GIVEN TO EXISTING FOUNDATION TO
rREcEl\/ED
ENT UNDER
3 0 °01r9up PermltN�9
ANSI-15
REC. PUMP = 1.65HP JANDY VARIABLE FLOPRO VARIABLE SPEED
LOW SPEED - 36 GPM MAX
HIGH SPEED = 98 GPM @ 20 TDH
2.5" SUCTION PIPE @ 98 GPM = 7.48 FT/SEC.
18 FT./SEC. MAX. -SUCTION LINES)
3" BRANCH PIPE @ 49 GPM = 3.44 FT./SEC.
(6 FT./SEC. MAX. - PRESSURE LINES)
2" PRESSURE PIPE @ 98 GPM = 7.48 FT./SEC.
(10 FT.ISEC. MAX. - PRESSURE LINES)
200 SQ. FT. CARTRIDGE FILTER X 0.375 = 75 GPM
BACKWASH VALVE NO
COPING
SAVI NICHELESS
4" MIN.
LED LIGHT
NO NICHE 1" LIGHT
CONDUIT
UNDERWATER
UNDERWATEF
LIGHT
SP 10-22 WALL FITTING
LIGHT DETAIL
INSIDE PIPE
(NO SCALE)
1.5" SCH 40 PVC
SLEEVE
POOL FINISH
(NO SCALE)
CEFtTIFICATION OF COMPLIANCE
i•, 1 r • r.r
-
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pempaw. Rama A„li•YartrXseAtlan Oetlrt O
vs 8"
a•.,K, nA31a
as®IAIp: ss
O.r1w Am: 1006PM
wArw.w" "GPM
W"NMmoNaure.
DEC 10 2008
This paauel has ken INN M ANSVMME 112198W (aaawkum Aa-M) W§10al ul the
Viginla Galram Porn 1" 1098) Pool am Spa salel9'Aa fATha kr. llnh•rarirmlahwaraaa.
Ino, 2925E im,M I With",bWre 10s, Rua, (A 92821O19
This predNl is (em&tl a amp12 Nlh 4141140 the MrylnM Graham take, NG13M1) Nal am SP
SaIM Mt. A M Mihelnl rewhsla Iss ahax ma M larM M ww ."vwry hsmmcasswp
iowww.hl llih pusim h mmn6nu"a h9Yaerwry Plat Whr (A MIN
])RFan SPogir IhN.Ova.(A 93PY519Pa.M1
�.,,, uxrwaier'nry:lnv'Fv nn wx wa5v� reiwaryYv atrTn .�.mm
OVERPWR
BEND INTO DECK
NOTE: REMOVE GRATES
(OR CAP TILE,
@ 48" O.C. MAX.
WELLPOINTPLUGFRX.sam
WHERE
DRAINS ATTACH YING PUMP
PUMP
APPLICABLE
DNE WHEN EMPTYING POOL
6"X6" TILE
- ec.
i
4" SLAB
INTERIOR
2500 FIBE
GRATE SHALL
FINISH
TYPICAL WALL
BE SECURED IN
4 /2' TYP. SECTION &
PLACE SO
WALL WELL POINT
THAT TOOLS
ARE REQUIRED
No SCALE)
FOR REMOVAL
STEEL-TEX FORM
6" TYR
R KRAFT WALL
FLOOR
#3 @ 12" Q.C.B.W.
THREADE
NOTE: FOR DEPTHS
PLUG
REATER THAN 6' ADD 1-
#3 COVE BAR @ 6" O.C.
TO PUMP -►
GRAVEL BED
(NO SCALE)
'IF4
MAX. WIDTH 13 MAX. LENGTH 26'
MIN. DEPTH 3' MAX. DEPTH S.
SHAPE CUST ELEVATION T.B.D
FILL FROM EXCAVATION: HAUL
TILE: INCLUDED
INTERIOR FINISH: GEM FINISH
POOL PUMP: 1.65 VS FHPM wm+AMsvapsvnc�la w1+
JA DY "AQUA -PURE" T SYS EM
DECK DRAIN INC
GALLON CAPACITY -POOL 10,053 GAL.
TURN -OVER RATE 6 hrs
TERMITE TREAT INC BARRIER INC
MAX. WATER VELOCITY - 6 ff./s FROM TRUNK LINES
TO 8 RJs SUCTION LINES 10f13s MAX RETURN LINE
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL - 338 $Q. FT. 78'
A. ALLEN ENGINEERING LLC, CA NO. 33042 2367 7TH
STREET, LA VERNE CA, 91750 TO THE BEST OF MY
KNOWLEDGE, THESE DRAWINGS AND
SPECIFICATIONS COMPLY WITH THE APPLICABLE
MINIMUM BUILDING CODES
AARON H. ALLEN PE, FL. REG NO.86620 FL.
JOB NAME: DARLING
ADDRESS: 3300 BENT PINE DRIVE
FT. PIERCE, FL.
PERMIT NO.: _
DATE DRAWN: JULY 9, 2019
CHECKED BY: AARON H. ALLEN
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
SCALE: 1/4" = V
G SCANNED
Rff St. Luce County
CONCRETE
POOLS, INC.
1 ROW OF WATERLINE
3
'R '
R
STEEL @ 12" O/C E.W.
FLOOR SLOPE
FLOOR SLOPES SHIALL-K
REASONABLY UNIFORM AND
COMPLY VATH ARTICLES S.6 7
THRU 883
22'
:4DRAI
CYCO:LAC
26'
TYPICAL SECTION THRU POOL
(NO SCALE) e w
WALLS
SHALL
NOT
SLOPE
GREATER
THE"
•
CILE COPY
REVIEWED FOR
CODE COMPLIANCE
T. LUCIE COUNTY
BOCC