HomeMy WebLinkAboutPOOL SPECIFICATIONFENCE TO PROPERTY
LINE IN REAR
48" HIGH
ALUMINUM RAIL
FENCE WITH 2
GATES UP TO
CHILD SAFETY
CODE
FOOTER DETAIL
(2) #5 EBAR
12" o 0
12"
EQUIPMEN
PAD H
PERFBC
4501.22(9.2
loll 11 : d I \
*LOCATION OF GFI
RECEPTACLE
TO BE DETERMINED IN
FIELD PER NEC 680
DIRECTIONS: OLEANDER TO EDWARDS
ROAD, TURN LEFT, TURN RIGHT ON JENKINS
RD, THEN LEFT ON OKEECHOBEE RD, RIGHT
AFTER TURNPIKE EXIT, TURN LEFT INTO
CREEKSIDE, MAKE FIRST LEFT ONTO
COBBLESTONE, HOUSE IS ON RIGHT,
HOMEOWNER IS JANE NORRIS (BOWDEN)
CELL IS: 332-2378
OUTSIDE ANGLE OF REPOSE
V AND FURTHER = 4" THICK WALLS W/#3 REBAR @ 12"
O.C. EACH WAY
T TO 6' = 6" THICK WALLS W/#3 REBAR @ 12" O.C. EACH
WAY
0' TO T = 8" THICK WALLS W/#3 REBAR @ 12" O.C. EACH
WAY
9 ft.
I
N
3 _
v o eo 3 ft.
/
/
/
/ x
� 4
Ou
u, (O
'/ O
QU
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
* NO UNDERMINING OCCURS OR ENGINEER
APPROVED IF ANY DOES
* COMPACTION TEST OF THE BACKFILLED MARTIAL
ARE PROVIDED AT
i
----------------------------39 ft,S_in_-------------------------------- ---- -- ----------- -- --- -
- --
POOL BARRIER PER FRC R4501.17.1-
-_ R4501.1.17.3 AND ANSI/NSPI-5-1995
TILED BENCH
EDGE
k'DEEP
KIMMER
COLOR
LED VAC LINE
c
7'X8' POLY ROOF
EXTENSION
SAFETY BARRIER PER FRC R4501.17.1-
t4501.17.3 & ASTM5034-95, ASTM D3787-
89, ASTM 653-96
TILED STEP \
EDGES
3.5' DEEP
SUNDECK WITH
6" WATER
.� DEPTH
EXISTING TRUSS COVERED
PATIO, PAVER OVERLAY TO
MATCH POOL DECK
AS CHILD
BARRIER
ft. 3 in.
ELECTRICAL DIAGRAM N.T.S.
Waterway Technicaletulletim VG82008 'r ^.� x 640 16XXV
I f_M1m
8"Round Te. Flo Dlain and Frame
Waterwaydrain covers are mmpllant to the latest Consumer Salety Product
Commissson requirements (CPSO. Listed and Certified and Tested In strictacmrdance
m the requirements of ASMEA112.19.8-2007and ASME A112.19,aa-2008 as defined
in CPSCIe ter dated April 6, 2011. Cemlfied by: Underwriters Laboratories, Inc,
2929 E.Imperial Highway, Suite 100, Brea. CA 92821.6729.
Waterway 640-311sV series coversand frames are available In:
❑ White 0 Black 0 Gray El Dark Gray 0 Beige
WAMINGI
Aruenel orlxolrmtiorvngfutlanoetlmperympnrm5emmdletsaedmaudmm Nmrmtpd.w Nargmramwlle rarpmemlrmmaded, nmm, macratma.
Ik�ameplaneli.e Aodlrwdll muNM1emgdkdantlmemnminmfm lmelnlapml, rmmod,aweed.
eaearxmhomnearimNanempdnt �MpazeNmaDetmmmmrkl,MWAgarnplmewtltlanamelfpmw"IkamaarNrn
�ONrNnirnmmlmplxedinmM1lambmaMdhvmnmaMd'aNlhkM1a9e'h,auw. ImmWaulM
•NolaunanfnlwpekArmthekamelmaeNr4 anmoronmehaLntfalmllaaWymn matltlidan,rvammolewnimeu4MpnpllryimldUetlinxmltlallrtMlM1XIeIeIGAHp,
. lkmatlMn rymAlbwTeWlnmeretlrNrmwnealeglAndnnlmaudmrwm IAfSrmtlmlhaMfVa[g.NdmumallotlmY�maeNNlrml,SnlealdWAmdn
Iwtledlpe AwWA161Al1zte.LME1.
Ma4eINa, Deralpfiaa Sim Thtalapen Ama FINMRaw Rate Walflo Rate FINBReGPM
Squarelen. GPM GPM @1.566n
6M 18R%V ➢rN 8" 14.8 153 96 6n '
maesp-
Pal Na. Description
vame A190051 BASlainless S[ei `nav-3l ws/a
642-2400V TNFin Orin Gmal
7150 642-114X ii'NFlo N,11,m,re
m
8I4-0W51�
542-2400v --'' _ k g
,ini i Iirtl'IEItJIIi
ttttttttttttXtttttttt�tGi!//r5 ,
MANUAL MOTOR STARTER SWITCH
POOL PANEL W/ 60 AMP 1 HP VARIABLE SPEED JANDY PUMP
BRKR & (2)-#4 & (2) #10 GND MOTOR WITH BUILT-IN OVERLOAD
THHN CU IN 1" RPVC CONDUIT SWITCH W/3-#10 THHN CU WITHIN'/2"
S.P.S.T. TOGGLE SWITCH - - MIN. CONDUIT (GFCI PROTECTED)
(1) POOL LIGHT r TIME CLOCK
W. P. DISCONNECT
(GFI NOT REQUIRED)
JUNCTION BOX 12 VOLT TRANSFORMER
1. ALL ELECTRICAL TO COMPLY WIT 20 ATIONAL ELECTRIC CODE. ELECTRICAL CONTRACTOR TO VERIFY
ADEQUATE CAPACITY AT POINT OF CONNECTION
2.3412 THHN CU WITHIN'/2" MIN. CONDUIT FOR POOL LIGHT(S)
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. w/#8 SOLID, BARE COPPER.
4. PROVIDE W.P.G.F.I. OUTLET 10' MIN. -20' MAX. FROM WATER'S EDGE.
5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B)
MISC. NOTES
1. SHORING TO BE INSTALLED WHEN
POOL SHELL IS CLOSER THAN 5 FT TO
HOME, OR EXCEEDS THE ONE TO ONE
RATIO OF THE ANGLE OF REPOSE
POOL SHELL
N.T.S.
POOL WILL CONFIRM TO THE APPLICABLE
STANDARD, DESIGN, CONSTRUCTION, ANG
WORKMANSHIP SHALL BE IN CONFORMITY
WITH THE REQUIREMENTS OF THE ANSI/
APSP/ICC3, ANSI/APSP/ICC4, ANSI/APSP/ICC
ANSI/APSP/ICC6, AND ANSI/APSP/ICC7
2X4 @ 24" O.C.
'/2' PLYWOOD
l DIRT
RING DETAIL
HOME FOOTER
W.L.
#8 SOLID COPPER BOND
WIRE W/ APPR. CLAMPS
(ONE ON EACH SIDE OF
POOL 4 TOTAL)
1. 2" VACUUM LINE
2. 3" POOL MAIN DRAIN
3. 2" SKIMMER LINE
4. 2.5" POOL RETURN LINE
5. JANDY TRUE CLEAR SALT SYSTEM
A. 1.5" TO WASTE OR DISCHARGE TO
GROUND
B. 1 HP JANDY VARIABLE FHPM PUMP WITH
WIAPPR HAIR AND LINT STRAINER
C. CARTRIDGE FILTER W/ PRESSURE GAUGE
AND AIR RELIEF VALVE
D. VALVES (TYPICAL)
E. INSTALL PERMA-CAST PB-2011 WATER
BOND OR APPROVED EQUAL TIED TO PUMP
GROUND W/ #8 SOLID COPPER & APPROVED
LUG (MIN. 9 SQ. IN SURFACE AREA EXPOSED
TO WATER) PER MFGR'S SPECS (FIELD
VERIFY LOCATION)
18" MIN.
(ENTIRE PERIMETER)
PAVER DECK OR CONCRETE DECK
PER N.E.C. 2014 SEC.
(WHERE ADOPTE
POOL PATIO
WATER LEVEL
FRO
POWER
CO 1" LHT SUPPLY
Z /CONDUIT
UNDERWATER UNDERWATER LIGHT
LIGH DETAIL
APPROVED (NO SCALE:)
GROUND CLAMP
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL, RAILS
& EQUIPMENT
POOL FINISH
II
8 GAUGE SOLID COPPER WIRE
MINIMUM 18" (MAX 24") FROM EDGE OF I
POOL AROUND ENTIRE POOL
PERIMETER BURIED 4" TO G" DEEP
NOTE: REMOVE GRATE &
WELL POINT PLUG FROM
MAIN DRAIN & ATTACH
AUX. PUMP LINE WHEN 6"X6" TILE
PTYING
INTERIOR
GRATE SHALL BE FINISH
SECURED IN PLACE
SO THAT TOOLS
ARE REQUIRED FOR
REMOVAL
THREADED
PLUG
GRAVEL BED
l
TO PUMP -G
VS-FHP1.0 PERFORMANCE CURVES
10
Q 9
= b
0 71
U. a
Z M
V
31
Q
21
L�J it
ah
Y
I-' 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 151 160 170 180 190 200
FLOW GPM
POOL DETAIL
APPROVED MAIN DRAIN
FRAMES AND GRATES
PER V.G.B. ASME/ANSI
112.19.8-2007
APPROVED WITH?HE 2017 FLORIDA BUILDING
CODE 8`" EDITION FOR RESIDENTIAL AND THE
ANSIIAPSP-7 2006 FOR SUCTION ENTRAPMENT
AVOIDANCE
MINIMUM (2) SUCTION LINES PER PUMP 3 FT.
SEPARATION OR SEPARATE PLANES
2.5"
3 FT. MIN. RETURN
TO FIRST
TEE
a• a " PLUMBING LINES
3" SUCTION LINE -- -FROM SUMP W/ 3"
MAX 181 GPM �'�, TEE
TO FILTRATION PUMP 6 FPS MAX
hdp:,7wsvwzoducg3ok�lams.wml...iacKowIPmdud& PumpsNS%2ORoPro7.201HPNSFHPIAP-PEMRWCE'/ad =VESmh%MM1412:42:17 PM
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 AfC
WHERE DECK RAISED +6" `
ABOVE POOlr
i
48" MAX
WATER
DEPTH �10" dN.°
MAY
/
X
N.T.S.
1/4" PER FT. SLOPE
N
PAVER POOL PATIO
TYPICAL WALL SECTION &
WELL POINT
(NO SCALE)
STEEL-TEX FORM OR
KRAFT WALL
#3 @ 12" O.C.B.W.
N40TE: FOR DEPTHS GREATER
N 6' ADD 1- #3 COVE BAR @ 6"
O.C.
#8 GROUND WIRE
HANDRAIL BONDING -
DETAIL
STEPS WHERE APPLICABLE
PER NATIONAL
ELECTRICAL CODE
STEP DETAIL
1. 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
4000 PSI.
DECK
R
THESE PLANS AND ALL PROPOSED WORK
ARE SUNICT TO ANY COAAICTIONI
REOUIRID NY MILD INIMIOTORI THAT
MAY 11 N10111AMY IN CADIA TO
COMOLI WITH ALL 01111.10AILI 00011,
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF REr
ST. LUCTE COUNTY"
REVIEWED FOR CO
REVIEWED BY
DATE %,2 r,�
PLANS AND PERMI7
CIR NO INSPECTI/1V
BE KEPT ON JOB
BE 11IADE.
CRY
• APPROVED WITH THE 2017 FLORIDA BUILDING CODE
6th EDITION FOR RESIDENTIAL
lotNt KAL NU I t3
1. SWIMMING POOL CONSTRUCTION
TO COMPLY W/ FLA. BLDG. CODE AN
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 B CAPACIT
OF 2,500 P.S.F ASSUME OR THIS
PROJECT.
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
01 THE SUCTION LINE
10. HAIR & LINT STRAINERS SHALL
HAVE A REMOVABLE SCREEN W/ A
MINIMUM FREE AREA OF 3X THE ARE
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
SPECIFICATIOW-�
MAX. WIDTH 11'7" MAX. LENGTH 24'
D MIN. DEPTH 3.5' MAX. DEPTH 5'
SHAPE CUST ELEVATION T.B.D
FILL FROM EXCAVATION HAUL
TILE INTERIOR FINISH GEM FILTER CU-0-0
MAKE JANDY 1 HP VS FLOPRO
PUMP HP: POOL 1HP VS FLOPRO SPA NA
FILTRATION PUMP COMPLIANT WITH ANSI/APSP/ICG15 2011
LIGHTS POOL 1 CLR LED SPA NA
TRNFORM: POOL 1 300 WATT SPA NA
MAIN DRAIN: POOL 2 SPA NA
SKIMMER (1)
RETURNS: POOL 3 SPA NA
JETS: POOL SPA NA
Y VALVED VAC LINE INCL FILL LINE INCL
DISCHARGE LINE TO GROUND
CHLORINATOR JANDY TRUE CLEAR SALT SYSTEM
HANDRAIL NA LADDER NA
DIVING BOARD NA SLIDE NA
HEATER NA
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 NA
FENCE BY PRINCE DEVELOPMENT
ELECTRICAL INCL
POOL PATIO BRICK PAVERS
EXISTING PATIO PAVER OVERLAY
DECK DRAIN INC
GALLON CAPACITY -POOL 6,707 GAL.
GALLON CAPACITY -SPA NA
TURN -OVER RATE 6 hrs
TERMITE TREAT INC BARRIER INC
MAX.. WATER VELOCITY - 6 ft./s FROM TRUNK LINES
TO 8 Tt./s SUCTION LINES 1 Of MAX RETURN LINE
SKIMMER MIN, FLOW 25 GPM
SURFACE AREA OF L - -POO21FT.1 SQ.-60 LN FT
A
JOB NAME: JANE BOWDEN
ADDRESS: 8557 COBBLESTONE DR,
FORT PIERCE, FL
PERMIT NO.:
DATE DRAWN: APRIL 16T" , 2018
DRAWN BY: JASON BARAN JB
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
SCALE: 1/4" = 1'
Ha CONCRETE
POOLS, INC.
PREVENT UNDERMINING.
S_WIMOUTS WHEN PROVIDED SH
BE AT 20" MAX. BEL
THE WATERLINE
20"
18"
N.T.S.
C.PlerF.R.C. 4501.18 AND ANSI
NSPI-5-2003
1 ROW OF WATERLINE TILE
WATERLINE
#3 STEEL @ 12" O/C E.W
FLOOR SLOPE
FLOOR SLOPES SHALL
BE REASONABLY
UNIFORM AND COMPLY
WITH ARTICLES 5.6.1
THE SLOPE OF THE FLOOR
FROM THE SHALLOW END
WALL TOWARDS THE DEEP
AREA SMALL NOT
FOOT IN 7 FOOT
IL SECTION THRU POOL
(NO SCALE)
CYCOLAC MAIN DRAIN
J
RAY REINHARD
PE # 47041 vu 4L
4'/z" THICK
P
LIGHT
WALLS
SHALL
NOT
6" THICK
SLOPE
GREATER
THAN 11 ,
3'
1010 Easter Lilly Lane
Unit 203
Vero Beach, FL32963