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POOLDETAILFOR
ROVED WITH THE 2017 FLORIDA BUILING
RESIDENTIAL 6T"EDITIONANSIIAPSPD720 60DE FOR
IL
SUCTION ENTRAPMENT AVOIDANCE
0
APPROVED MAIN DRAIN
FRAMES AND GRATES PER
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V.G.R. ASME/ANSI 112.19.8-2007
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MINIMUM (2) SUCTION LINES PER PUMP 3_FT.
LL
SEPARATION OR SEPARATE PLANES
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w
•
3 FT. MIN.
_
2" RETURN •
-
V
LINE TO
Q
FIRST TEE
•
Z
O
II
L
2.5" SUCTION LINE
MAX 117 G.P.M. TO FILTRATION PUMP
R FPS e
18" MIN.
( ENTIRE PERIMETER)
PAVER DECK OR CI
W-L.
YSFHP165 PERFORMANCE CURVES
n� FILTRATION PUMP
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,o 27501
i
N - FIL ION
17301FM PUM HIGH
10 -S EED
4
0 10 20 1 40 60 60 70 90 90 100 110 IN 130 140 I50 160 fro IN 190 X
" PLUMBING LINES
FROM SUMP W! 3" TEE FILTRATION
PUMP LOW
6 FPS MAX PEED
N.T.S.
I-
___ _ SOIL
MI SOLD COPPER BOND -- -
(ONE ON EACH SIDE OF 8 GAUGE SOLID
WIRE W/ APPR. CLAMPS COPPER
POOL 4 TOTAL) _ WIRE
EQUIPOTENTIAL BONDING GRID DETAIL_ MINIMUM I8"FROM EDGE OF POOL NO FURTHER THAN
24" AROUND ENTIRE POOL PERIMETER BURIED 4" TO 6'
DEEP
PER N.E.C. 2017 SEC. 680.26
(WHERE ADOPTED)
HEAT
PUMP
ELECTRIC PUMP ELECTRICAL DIAGRAM
W/BUILOVERLOAD SWITCH W/}#6
THHN CU
WITH414 3/4" CONDUIT
ED- 10 AMP POOL PANEL
W.P. DISCONNECT W/(3)- Nd THHN CU WITHIN i"
ELECTRICAL CONDUIT
VARIABLE SPEED FLOPRO PUMP
N SOLID CU GROUND WIRE MOTOR
TO EXISTING PANEL W/BUILT4N OVERLOAD SWITCH WR-
-� #10 THHN CU WITH4N %•' CONDUIT
&P.S.T. TOGGLE 9 TIME CLOCK
swlrcx-"-
W.P. DISCONNECT
(O POOL REQUILIGHTRED)
W.P.
NOT REQUIRED)
W.P. DISCONNECT
TRU CLEAR SALT SYSTEM
-WIBUILT4N OVERLOAD SNATCH W/}
#10 THHN CU WITH4N'/." CONDUIT
1. ALL ELECTRICAL TO COMPLY WITH 2O17 NATIONAL ELECTRIC CODE.
2.3412 THHN CU WITHIN %" MIN. CONDUIT FOR POOL LIGHT (S)
FLOW GPM
7
00
9 ft.
COMMERCIAL STAINLESS
STEEL HANDRAIL
SAFETY BARRIER
FENCE NO CLOSER
THAN 20" FRONR
WATERLINE
3.5' DEEP
41 ft.
30' PICTURE FRAME
28 ft.
c
m
� 4=
1+ M IA
: TILED STEP EDGES
VAC
L_l '. COLOR LlED LIG T
m
V. 1.5"
N
7ft. 13 fL6 in. _
CID
CONCRETE FLOCRETE WITH OVERPOUR COPING
fL PECO DRAIN 1 R. 4
•---'--•-•--•'------13R'J-------------- "
L.
_._._._._._.
FLO-CRETE COVERED
LANAI AREA
28 ft. 10 in.
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.
OUTSIDEANGLEOFREPOSE
N.T.S.
WAND FURTHER=4" THICK WALLS WM3 REBAR Q 12" O.C. EACH WAY
GENERAL NOTES:
X TO 6' = 6" THICK WALLS W/#3 REBAR @ 12" O.C. EACH WAY
0' TO T = 6" THICK WALLS WM3 REBAR 4912" O.C. EACH WAY
1. SWIMMING POOL CONSTRUCTION TO COMPLY W/ FLA. BLDG. CODE AND WITH ALL LOCAL ORDINANCES AND ZONING
MISC_NOTES
REGULATIONS.
2. SWIMMING POOL TO BEAR ON ROCK OR UNDISTURBED SAND. ALL WALLS AND FLOORS SHALL BE GUNITED OR
1. ALL STEPS AND SWIMOUT BENCH EDGES WILL HAVE
POURED IN -PLACE CONCRETE W/ MINIMUM 3,000 P.S.I. CONCRETE (R 28 DAYS) COMPRESSIVE STRENGTH.
2X6 CAPTILE BORDER OF OPPOSITE COLOR OF GEM
3. ENGINEER SHALL BE NOTIFIED IF SOIL BEARING LESS THAN 2600 P.S.F., OR MUCK, SILT OR LOOSE, SOFT SOIL IS
9ft.
u
FINISH FOR VISIBILITY
FOUND. A SOIL BEARING CAPACITY OF 2,500 P.S.F. HAS BEEN USED IN THE DESIGN.
f
2. HAND HOLD TO BE INSTALLED AT AREA WHERE DECK
4. REINFORCING BARS SHALL BE NEW BILLET, GRADE 40.
RAISED *6" ABOVE POOL
S. ALL POOL PIPING TO BE P.V.C. SCHEDULE 40 MIN. AND BEAR THE N.S.F. APPROVAL.
'6ft,�
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.
m 3ft_
#8 GROUND WIRE
8. WATER SUPPLY & DISPOSAL SHALL BE INSTALLED SO THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC
-
WATER SUPPLY OR WATER DISPOSAL SYSTEM.
/
+I 12" MAX.
HaxORaK BONDING DETAIL
WHERE APPLICABLE
9. GRATE AT MAIN DRAIN SHALL HAVE A FREE AREA OF 4X THE AREA OF THE SUCTION LINE
/
POOLSONO PB-2006
48" MAX WATER o
PER NATIONAL ELECTRICAL CODE
10. HAIR & LINT STRAINERS SHALL HAVE A REMOVABLE SCREEN W/ A MINIMUM FREE AREA OF 3X THE AREA OF THE
/
SUCTION LINE.
/ g
N.T.S.
DEPTH
it. ELECTRICAL: INSTALL WIRING & DEVICES AS SHOWN IN "POOL DATA" HEREON. LIGHT CONNECTION TO CONFORM
/ •a
¢
WATER
`-t0" MIN, o
TO NATIONAL ELECTRICAL CODE- LATEST EDITION.
12. ALL METALLIC CONDUITS, PIPING SYSTEMS, REINFORCED STEEL, LIGHT FIXTURES & HOUSING, METAL PARTS OF
p
OODING WIRE
To GRID
o o
STEP DETAIL
1. TREAD IS MIN. OF 10" WIDE.
LADDERS, HANDRAILS, DIVING BOARDS & SUPPORTS TO BE BONDED TOGETHER & GROUNDED TO A COMMON GROUND.
PB-20os
'..
2. RISER NOT GREATER THAN 7Z' EXCEPT
BONDING CONDUCTOR SHALL NOT BE SMALLER THAN #6 COPPER.
/ =
LOCATION OF WATER BOND
IF MORE THAN (3) TREADS ARE USED.
13. NO OVERHEAD OPEN WIRE OVER POOL WATER.
c
EXCAVATION INTO THE ANGLE REPOSE IS ALLOWABLE PROVIDED:GUNITE
BI'_POOL EQUIPMENT
o 0
3. ALL STEPS TO 8E SOLID
4000 PSI.
14. CARTRIDGE FILTER SHALL HAVE A FILTRATION RATE NOT TO EXCEED 3 G.P.M. I S.F. OF FILTER AREA. NO BACK-
' SHORINGIS INSTALLED AT EXCAVATION AND SNORING SHOULD BE
WASH REQUIRED.
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE BEFORE STARING THE PROJECT.
CONTRACTOR SHALL VERIFY LOCATION OF ELECTRICAL SERVICE BY F.P.&L. COMPANY.
' NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
' COMPACTION TEST OF THE BACKFILLED MARTIAL ARE PROVIDED AT
IN ACCODANCE WITH 6S0.27( C ), POOL WATER SHALL BE IN DIRECT
STEP DETAIL
16. SPECIAL ATTENTION SHALL BE GIVEN TO EXISTING FOUNDATION TO PREVENT UNDERMINING.
C.O.OF THE SWIMMING POOL
C ONTACTWITHAN APPROVED CORROSION -RESISTANT CONDUCTIVE
SURFACE THAT EXPOSES NOT LESS THAN 9INCHES2(6600 mm') OF
-
SURFACE AREA TO THE POOL WATER AT ALL TIME
N.T.S.
SKIMMER
5'6" DEEP
BENCH EDGE
4
.
m
5"_ M
e
x.'
6ft. 1ft. 6
SWIMOUTS
WHEN PROVIDED
SHALL BE AT 20"
MAX. BELOW THE
APPROVED WITH FBC 2014 WATERLINE
20 max.
N.T.S.
POOL BARRIER PER FRC 4601.17-41.1,17.3 AND
ANSIINSPI-5-1996
SAFETY BARRIER PER FRC 4501.17-
4501.17.1,15 & ASTM5034-95, ASTM
D3787-89, ASTM 663-96
*LOCATION OF GFI
RECEPTACLE
TO BE DETERMINED IN
FIELD PER NEC 680
BURIED POWER LINES
NO SCALE
FOOTER DETAIL
(2) #3 REBAR OR (1) #5
B"
8"
'REBAR SHALL BE COVERED BY
CONCRETE MIN 34NCHES'
PIPING SCHEMATIC
MUST HOLD 35 PSI FOR AT
NOTE: POOL PUMP MOTOR LOCATED ABOVE
--- - - __--
EAST 30 MIN.
ELECTRICAL 2017 NEC AND GFI
GRADE. PROVIDE SEPARATE CIRCUIT FOR
1/4" p
PER
(NO SCALE)
OUTLET PER 2(NO NEC
(NO SCALE)
PUMP MOTOR(S)AND HEATER(S) ETC
NOTE. GRATES
WELL POINT PLUG FROM MAIN
FT. SLOPE
-��
SSUR
NOTE: INSTALL 125V 15
PUMP
DRAIN & ATTACH EAUX.MPTYING
WHEN EMPTYING POOL
WATER LEVEL
R
RAIN TIGHT OUTDOOR
LINE
6"X6" TILE
FILTER GAUGE
ELECTRICAL PANEL AMP WEATHERPROOF
(SIZED PER LOAD) DUPLEX RECEPTACLE AT
CONCRETE FL ETE
TO MAIN SERVICE PANEL IN
APPROVED ONDUn-(SREO
GFI LEAST 10- AWAY AND
INTERIOR
DECK w/ 2500 FIBER
_
i 00
RETURN LINE
PER LOAD)
ourLEr NOT MORE THAN ZO'
GRATE SHALL
FINISH
MESH CONCRETE
Z r
FROM THE INSIDE WALL.
TOOOR TIME-C CK
BE SECURED IN
PUMP
WIRING TO POOL LIGHT IN
OF THE POOL
TYPICAL WALL
WASTE
APPROVED coNoun
PUMP
PLACE SO
UNDERWATE11
MOTOR
THAT TOOLS
SECTION 8L
LIGHT
SKIMME
ULAPPROVEDDECKBOX
7pyyETN
NOTES:
ARE REQUIRED
WELL_POINT
NICHE
POOL PANEL AND SWITCHES MUST BE AT
FOR REMOVAL
(O SCALE)
(i)
I(
(2)MAIN DRAIN
LEAST VFROM THE INSIDE WALL OFTHE POOL
STEEL-TEX FORM
MIN. 3'APART
(2) ALL ELECTRICAL WIRING AND EQUIPMENT
POOL HT SWITCH • MUST INSTALLED IN ACCORDANCE WITH THE
UNDERWATER EITHER INDOOR OR 2017 EDITION OF THE NATIONAL ELECTRICAL
\
as
ORKRAFTWALL
#3 12" O-C-B,W.
LIGHT OUTDOOR
THREADE
@
CODE
PLUG
NOTE: FOR DEPTHS
POOL FINIS
HAIR &LINT
APPROVED WIRING IN 1"
SCH 40 PVC W/ #8
(3) PROVIDE PROPER WORKING CLEARANCE
TER THAN 6' ADD 1-
CATCHER
BONDING CONDUCTOR
SPACES FOR ELECTRICAL EQUIPMENT AS PER
TO PUMP -►
#3 COVE BAR @ 6" O.C.
(COMPONENT OF PUMP)
HO-26OF NFPA 70
GRAVEL BED
POOL PATIO
EQ...-LAYOUT
30" MIN.
CLEARANCE
IN FRONT
OF
SUBPANEL
EQUIPMENT
PAD
PER FBC
4501.22(9.2)
POOL
EQUIPMENT
ANCHOREDPER
FLORIDA
BUILDING CODE
2017 6'" EDITION
• APPROVED WITH THE 2017 FLORIDA BUILDING CODE
FOR RESIDENTIAL 61h EDITION
SPECIFICATIONS
MAX. WIDTH 16' MAX. LENGTH 28'
MIN. DEPTH _ 3.5' MAX. DEPTH 5.5'
SHAPE CUST ELEVATION T.B.D
FILL FROM EXCAVATION STOCKPILE
TILE GEM FINISH GEM FILTER CS200
PUMP MAKE PER FBC 4501.20
PUMP HP: POOL MFLO PR01.85 HP MAX BB GPM
TIMER INCL SPA 1.65 HP FLO PRO
LIGHTS POOL 1 COLOR LED SPA NA
TRNFORM: POOL 1 300 WATT SPA NA___
MAIN DRAIN: POOL 1 SPA NA
SKIMMER (1)
RETURNS POOL 3 SPA NA
JETS: POOL NA SPA NA
VALVED VAC LINE INCL AUTOFILL NA
DISCHARGE LINE_ TO GROUND
CHLORINATOR TRU CLEAR SALT SYSTEM
JANDY IAQUALINK_ NA
DIVING BOARD NA SLIDE_ NA
HEATER S125 T_H_ERMEAU ELECTRIC HEAT PUMP
VACUUM HEAD INCL POLE INCL
VACUUM HOSE INCL BRUSH INCL
LEAF_ SKIMMER INCL TEST KIT INCL _
SPA SIDE AIR SWITCH INCL
REMOVE EXISITING CONCRETE NA
PUMP POOL PATIO
SCREEN ENCLOSURE PIONEER
ELECTRICAL ED'S ELECTRIC
POOL PATIO CONCRETE FLO-CRETE
EXISTING PATIO FLO-CRETE EXISTING CONCRETE
DECK DRAIN NA
GALLON CAPACITY -POOL 11,470 GAL. _
GALLON CAPACITY_ -SPA NA
TURN -OVER RATE 6 hrs
TE_RMIT_E_ T_R_EAT_ INC BARRIER SAFETYFENCE
MAX. WATER VELOCITY - 6 ft./s FROM TRUNK LINES
TO 8 R./s SUCTION LINES, 10fpS MAX RETURN LINE
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL -405 SQ. FT 91 LN FT
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 MINIMUM BUILDING CODES.
Cl/23/ZMA
Aaron H. Allen PE, FL Reg. No. 86620 FL
JOB NAME: WEAVER "JASON MERRITT"
ADDRESS: 6310 ARAPAHOE
PERMIT NO.:
DATE DRAWN: JANUARY 8, 2020
DRAWN BY: TRAVIS LEONARD
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
SCALE: 1/4" = 1'
1 ROW OF WATERLINE
... w..
pir
CONCRETE
W
4LR' '""' `�""` a'i2" THICK
FROM 1/ LIGHT
1" LIGHT POWERWALLS
3 STEEL @ 12" O/C E.W. 5.5'SHALL
CONDUIT SUPPLYLOP 6"THICK SLOPE
NOT
UNDERWATER E&S A�_LL_BE GREATER
UNIFORM ANDLIGHT DETAIL ARTICLES&6.1 THAN11(NO SCALE) 5.61CYCOLAC MAIN DRAIN}APPROVED 25' 3'
GROUND CLAMP F THE FLOOR FROMLLOW END WALL
TOWARDS THE DEEP AREA SHALL p
CONTINUOUS BOND WIRE NOTEXCEEDIFOOTIN7FOOT 2V'
:OMMON TO POOL STEEL, V
RAILS & EQUIPMENT
TYPICAL SECTION THRU POOL
(NO SCALE) I
p ✓q Ricc��� "' 141I 020
st `c016CoAd^` j010 OC7 , Q
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