HomeMy WebLinkAboutApproved PlansSWIMOUTS
WHEN PROVIDED
SHALL BE AT 20" MAX.
BELOW THE
WATERLINE
T
20" max.
8"--I
3 ft. 0 in.
C:)
N.T.S.
T DEEP
30 ft. 7 in.
Fv
TILED STEP
_EDGES CpLpR<.EO
VAC
L 18" MIN.
( ENTIRE PERIN
W.L.
#8 SOLID
COPPER SOyB- SOIL
WIRE W/APVR. -- -
CLAMPS
(ONE ON EACH 8 GAUGE SOLID COPPER
SIDE OF POOL WIRE
TOTAL) --
F_QUIPOTENTIAL ONDING GRID DETAIL
PER WE C. 2011 SEC, 680.26 MINIMUM 18" FROM EDGE OF POOL
(WHERE ADOPTED) AROUND ENTIRE POOL PERIMETER
BURIED 4" TO 6" DEEP
Id
TERMITE TREATMENT REQUIREp
r
6D
TILED BENCH
EDGE
SKIMMER
x1x6Z076T 2•
DOOR AND WINDOW 81 FASCIA
X ALARMS BY OWNER HEIGHT
POOL BARRIER PER FRIG R4501.17.1-
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
?IPINGSCHEMATIC
MUST HOLD35PSI FOR AT
NOTE: POOL PUMP MOTOR LOCATED ABOVE
- -
EAST 30 MIN.
''
ELECTRICAL DIAGRAM AND_GFI
GRADE. PROVIDE SEPARATE CIRCUIT FOR
(NO SCALE)
OUTLET PER 201_1 NEC
PUMP MOTOR(S)AND HEATER(S) ETC
(NO SCALE)
R SSUR
RAIN TIGHT OUTDOOR NOTE: INSTALL 125V 15
FILTER GAUGE
-
LECTRICALPANEL AMP WEATHERPROOF
(SIZED PER Loao) DUPLEX RECEPTACLE AT
TO MAIN SERVICE PANEL IN
GFI LEAST 10' AWAY AND
RETURN LINE
APPROVED ONDUIT(SIZED
PER LOAD)
OUTLET NOT MORE THAN 20'
i
TDOORTIME-C CK FROM THE INSIDE WALL
PUMP
WIRING TO POOL LIGHT
OF THE POOL
WASTE
APPROVED CONDUIT
PUMP
MOTOR
UL APPROVED DECK BOX
SKIMME
FOR DIRECT CONNECTIO
NOTES:
2) SEPARATE
TO WET NICHE
POOL MUST BE AT
)RAINS 36"
LI)
EAST I' FROMLTHEDINS DE WALL OF THE POOL
\PART
POOL LI HT
SWITCH' CAL WIRING AND EQUIPMENT
MUST INSTALLEID IN ACCORDANCE WITH THE
I'
UNDERWATER EITHER INDOOR OR 2008 EDITION OF THE NATIONAL ELECTRICAL
O
V
LIGHT OUTDOOR
CODE
HAIR & LINT
APPROVED WIRING IN 1"
•
(3) PROVIDE PROPER WORKING CLEARANCE
CATCHER
SCH 40 PVC W/ #8
BONDING CONDUCTOR
SPACES FOR ELECTRICAL EQUIPMENT AS PER
(COMPONENT OF PUMP)
HO-26 OF NFPA 70
OUTSIDE ANGLE OF REPOSE
F AND FURTHER = 4" THICK WALLS W/113 REBAR a 12" O.C. EACH WAY
3' TO 6' = 6" THICK WALLS W1#3 REBAR @ 12" O.C. EACH WAY
0' TO 3' = 8" THICK WALLS W/#3 REBAR @ 12" O.C. EACH WAY
f Oft.-
I
O 6 aft.
j j
WW
J
/ 2 aAV
EXCAVATION INTO THE ANGLE OF REPB'SE IS ALLOWABLE
PROVIDED:
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
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 ARE
WHERE DECK RAISED MW'
ABOVE POOL
G
MAX
WATER
DEPTH )-10" MIN.
Tq
12-
li
-MAX. B
THESE LJ1NS AND ALL PROPOSED WOrhT
ARE UBJECT TO ANY CORRECTIONS
REQ IRED BYIFlELD INSPECTORS THAT
YBII,NE
.,:CESSARY:IKORD.4010 '
CO P4YW.H:�LI ACPP.UCARL!CODES:
FUTURE w nq- si7
SEPTIC FVrFWE0 FOR d' n . E Tr�s?oN
LOCATION 4v1L°` { �'1
DATE Y
PLANS AND PET011T MUST BE KEPT ON JOO
OR NO EVSPECTION WILL BE N.:ys-.
EAD
LINE
EXISTING°
„.
CONCRETE
6~
SLAB'
"'
a
cc
w ,
in
POOL PATIO
WATER LEVEL
FROM
Z00 POWER
1" LIGHT SU PLY
g CONDUIT
NDERWATE NO UNDERWATEF
LIGHT NICHE LIGHT DETAIL
(NO SCALE)
APPROVED
GROUNDCLAMP
CONTINUOUS BOND WIRE
POOL FINISH COMMON TO POOL STEEL,
RAILS & EQUIPMENT
V
ci
I
HEATER
PREWIRE ONLY
'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
CONCRETE DECK
NOTE: REMODFROMMAIN
OVERPOUR BEND INTO DI
WELL POINT PLU(OR CAPTIDRAIN8ATTACAUXWHERE
LINE WHEN EMAPPLICABLE
POOL DETAIL
AND CHATPER
MVANST 11 .IA8-20
2.5" SUCTION UNE
MAX 147 G.P.M.
#8 GROUND WIRE
HANDRAIL BONDING DETAIL
WHERE APPLICABLE
STEPS PER NATIONAL ELECTRICAL CODE
I1. TREAD IS MIN. OF 10" WIDE.
2. RISER NOT GREATER THAN 12" EXCEPT IF
MORE THAN (3) TREADS ARE USED.
3. ALL STEPS TO BE SOLID GUNITE 3000 PSI.
APPROVED WITH THE 2014 FLORIDA BUILDING CODE
FOR RESIDENTIAL AND THE ANSI/APSP.7 2006 FOR
SUCTION ENTRAPMENT AVOIDANCE
MINIMUM_(2j SUCTION LINES PER PUMP
FT. SEPARATION OR SEPARATE PLANES___
3 FT. MIN.
1 T LINE FIRST TEE.
1.5" TO POOL
e
File cc "",y
x
0 APPROVED WITH THE 2014 FLORIDA BUILDING CODE
5TH EDITION FOR RESIDENTIAL
SPECIFICATIONS
MAX. WIDTH 13' MAX. LENGTH 24'
MIN. DEPTH 3' MAX. DEPTH 5'
SHAPE CUST ELEVATION T.B.D
FILL FROM EXCAVATION HAUL
TILE INTERIOR FINISH GEM FILTER CS200
PUMP MAKE PER FBC 4501.20 JANDY
PUMP HP: POOL 1 HP VS FLO PRO SPA NA
FILTRATION PUMP COMPLIANT WITH ANSIIAPSPIICC-15 2011
LIGHTS POOL 1 CLR LED SPA NA
TRNFORM: POOL 300 WATT SPA NA
MAIN DRAIN: POOL 2 SPA NA
SKIMMER (1) TIMER INCL
RETURNS: POOL 3 SPA NA
JETS-. POOL SPA NA
VALVED VAC LINE INCL FILL LINE NA
DISCHARGE LINE TO GROUND
CHLORINATOR JANDY T_RU CLEAR SALT
HANDRAIL NA LADDER NA
DIVING BOARD NA SLIDE NA
HEATER PREWIRE ONLY
VACUUM HEAD INCL POLE INCL
VACUUM HOSE INCL BRUSH INCL
LEAF SKIMMER INCL TEST KIT INCL
TREE / STUMP REMOVAL NA
REMOVE EXISITING CONCRETE NA
PUMP POOL PATIO INCL
SCREEN ENCLOSURE BY PIONEER
ELECTRICAL INCL _
3" PLUMBING LINES FROM POOL PATIO CONCRETE FLOCRETE
SUMP W/3"TEE EXISTING PATIO NA
D FILTRATION PUMP 6FPS MAX DECK DRAIN INC
GALLON CAPACITY -POOL GAL.
VS-FHP1.0 PERFORMANCE CURVES GALLON CAPACITY -SPA NA
TURN -OVER RATE 6 hIS
100 TERMITE TREAT INC BARRIER INC
6p MAX.. WATER VELOCITY - _6 k./S FROM TRUNK LINES
2 p FILTRATION PUMP TO 8_k./s SUCTION LINES 10LQB MAX RETURN LINE
LL SKIMMER MIN. -FLOW 25 GPM
O 1D SURFACE AREA OF POOL - 265SQ. FT 66L_N FT
66
3450 RPM
Q
m
W
2
40
V
21:.FN
1000 RPM
ILT
Q20
PUMPO-_:-._-
17301PM
10
HIGH
Q
SPEED
(�
NX
0
{-
0 10 20 40
s6 6o N 60 MI too 110 1m 130 140 too 160 170 IN 190 2
FILTRATI
ON PUMP
FLOW GPM
LOWI
CERTIFICATION OF COMPLIANCE
SPEED
I I MI
(Dnten6: 1 - - -
140-231 v
xIingPwn:
ODend AnU-VaHex3unian0utle[
He,
6`
ORGAw:
1133in'
MR#Isfv
55fleMONXIIAC
iWGPM
YA4FIBSIM,
646PM
OADHIamBIzdme
IIEC
10 2
1/4" PER FT. SLOPE
6X6TIL 4" SLAB �� J� '
INTERIOR 2500 FIBERMEX
GRATE SHALL FINISH TYPICAL WALL
BE SECURED IN
PLACE SO
THATTOOLS
ARE REQUIRED
FOR REMOVAL
PLUG SC
GRAVELSED
6" TYP.
/;LOOR �P
TTO PUM -►P
n" SECTION &
WALLL WELL POINT
(NO SCALE)
STEEL-TEX FORM
rR KRAFT WALL
#3 @ 12" O.C.B.W.
NOTE: FOR DEPTHS
EATER THAN V ADD 1-
I COVE BAR @ 6" O.C.
ATWS WunNku (VOW) W Wd5N�E='v.�v E::.n
R L
3.
1. SWIMMING PARL CONSTRUCTRN TO COMPLY WI FLA. BLDG, CODE MO WITH ALL LOCAL DfUM XUSR SEA
ZONNGRR IATIONb.
3.8MMMNOPOOLYOBEARONROCKMUN MRBEDSRND.ALLW LSANO MSSHLLLDEGUNUED
ON POURED WDLAW CONCRETE Be MMMUM 3SW P.B.L CONCRETE W A DANA) COMPRESSNE STRENGTH.
6. FOR WEEABXALL Be NOTIFIED IF SOIL WARM. LEW THAN NEW PAY, OR ROOM, SAY OR LOOSE. SOFT SOIL
IS FOUND. A80RBENDHOCAPACIEYM 2}W MKS ARM MBEEN USED AS ME DESIGN.
4. RSMFORCMG BARS SMALL SE NEN GULLET. GFODE 40.
6.= POOL PIPING TO BE P.V.C. SCHEDULE 40 MF N. AND BEAR TEE N$APPROVAL.
.BAD ,MA.L BE IN CGLIPUANW RATE LOCAL ORIANANCEA
i. DISPOSAL OF POOL WATER SHALL CONFORM TO LOCAL ORDINANCES, SURFACE GRADING SHALL CONTAIN
. M WIININ PROPERTY LE EG PYYUPG SHALL NOT NEARBY FOR MORE AN ONE HOUR.
& WATER SUPPLY WSPOSAL MALL W6TALLED 60 THAT THERE IS NO CROSS CONNECTION WTOI A
DOMESTIC WATER SUPPLY OR NAME DISPOSAL SYSTEM.
e. GRATE AT MAIN IXGW SHALL HAVE A FREE AREA OF 4X THE AREA OF MESUCTNIN LINE
f 0. MAm STINT STEMNER3 SHALL HAVE A REMOVABLE SCREEN WI A MRllMUS FREE AREA OF SX THE AREA OF
THE SUCTION LINE.
It ELECTRICAL: WSEALL PREFER& DEV ES AS SHOWN IN 'POOL DATA' HEREDN. LIGHT CONNECTION TO
CONFORM TO NATIONAL EIELTUCAL CODE. LLTESTB ITAIN.
12. ALL MFTALLMAMULin. PPINO SYSTEM!, REWFORCED STEEL. WHT FUTURES S HOUSING, METAL
ARTS OF LARDERS. MANBRANS, OWING BOARDS& SUPPORTS TO BE BONDED TOGETHER S GROUNDED TO
COMMON GROUND. DEWLAP! CONDUCTOR SMALL NOT BE SWUNG MAN W COPPER.
13. NO WERHEADOPEN WIRE OVER POOL WATER.
CARTRIDGE FlLTER MALL HAVE A FILTRATION RATE MOTTO EXCEED 3 O.P.M. I S.F. OP FILTER AN U. NO
RAW...REOU.,
1S. CGNT ACTORSHALLVERIFF ALL DFM UV UOW AND CONDITIONS AT SITE BEFORE STARTING THE PROJECT.
CONTRACTORSHALLVERIFY LOCATION OF ELECTEICAL SUNG! By' '11. CONSPANY.
16. SPEC W L ATIENTKKI SHALL BE GIVEN TO EXISTING FOUNDATION TO PPENT UNDER....
JOB NAME: SMITH
ADDRESS:759 ALTURA ST PSL 34952
PERMIT NO.:
DATE DRAWN:MARCH 13TH 2O17
DRAWN BY: BOBBY AUSTIN
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
SCALE: 1/4" = 1'
RAY REINHARD
PE # 47041
RIPCOOLS,
1010 Easter Lilly Lane
Unit 203
Vero Beach, FL 32963
COIV omm 1 t
INC.
1 ROW OF WATERLINE TILE
STEEL @ 12" O/C E.W.
FLOOR SLOPES"
FLOOR SLOPES SHALL BE
REASONABLY UNIFORM AND
COMPLY WITH ARTICLES 6.6.1
THRU 5.6.3
CYCOLAC MAIN
THE SLOPE OF THE FLOOR FROM 2V
THE SHALLOW END WALL
TOWARDS THE DEEP AREA SHALL
" 24'
TYPICAL SECTION THRU POOL
(NO SCALE)
5' `I"" WALLS
SHALL
NOT
6" THICK SLOPE
GREAITER
THAN 11'
3'