HomeMy WebLinkAboutFloat Tank DetailNOTE:
SCOPE OF WORK TO CONSIST OF A SPECIAL PURPOSE FLOAT
TANK FOR HULL TESTING BY BOAT MANUFACTURE.
NOT FOR BATHING OR SWIMMING
SIGNAGE REQUIRED:
SIGNAGED SHALL BE INSTALLED IN A MINUMUM 1-INCH (25AMM) LETTERS WHIS MUST BE LEGIBLE FROM THE POOL DECK, AND SAHLL
CONTAIN THE FOLLOWING:
1) NO DIVING
2)THE USE OF THIS TANK IS STRICTLY LIMITED TO THE TESTING OF BOAT COMPONENTS DURING THE MANUFACTURING PROCESS.
3) FLOAT TANK SHALL NOT BE USED FOR BATHING OR SWIMMING AND SHALL NOT BE OCCUPIED BY HUMANS.
4) FLOAT TANK SHALL REMAIN FILLED AT ALL TIMES.
5) NO OIL OR GAS SHALL BE INTRODUCES TO THE FLOAT TANK WATER
SAFETY EQUIPMENT REQUIRED -TANK SHALL BE INSTALLED WITH A SHEPHERD'S HOOK SECURELY ATTACEHD TO A ONE PIECE
POLE NOT LESS THAN 16 FEET(4880 MM) IN LENGTH, AND AT LEAST ONE 18 INCH (457MM) DIAMETER LIFESAVING RING WITH
SUFFICIENT ROPE ATTACHED TO REACH ALL PARTS OF THE FLOAT TANK FROM THE BUILDINGS FLOOR. SAFETY EQUIPMENT
SHALL BE MOUNTED IN A CONSPICUOUS PLACE AND BE READILY AVAILABLE FOR USE.
FLOAT TANK BARRIER- BARRIER SHALL BE PERMANENTLY INSTALLED ON THREE SIDES AT ALL TIMES, ONLY WHEN BOATS ARE
BEING MOVED INTO AND OUT OF TANK SHALL THE FOURTH SIDE BARRIER BE REMOVED, ONCE THE TANK IS NOT BEING USED THIS
BARRIER WILL BE REPLACED. THE BARRIER SHALL CONSIST OF POLES AND CHAINS PAINTED YELLOW TO AID IN WARNING
WORKERS OF THE FLOAT TANK. DOUBLE CHAINS TO BE INSTALLED FROM POLE TO POLE PER ILLISTRATION
DECK IS BY OTHERS, FINISHED FLOOR OF BUILDING TO HAVE MINUMUM SLOPE, NO DRAINS TO BE
INSTALLED. OWNER TO ENSURE DRIPPAGE FROM HULL IS QUICKLY CLEANED UP IF ANY AFTER
THE FLOATING PROCESS.
O
Li WTNI SUCTION
ASTAR��= ', 's •poolproducts iOUTLET ,s WITH SCREW
I, BUSHING KIT
Drain is No Accident'
C
R
1 5"
1
2"
R
ONOIXN 7aX3 XI/, AWN3
ONO O
SKIMMER 12" BOND BEAM ELEVATED 6"-8" ABOVE FINISHED FLOOR OF BUILDING
INSTALL IN WALL MOLDED PLASTIC
RECESSED CYCOLAC STEPS 55 f.
w
3'
2.51'
NG
• FLOATING POOL ALARM PER NSF •
CERTIFIED TO ASTM F 2208-08
1w Series INSTALL DEPTH MARKERS AS REQUIRED
454.1.2.3.1 DEPTH AND MARKINGS
FEATURES POOL BARRIER PER FBC 4501.17-
41.1.17.3 AND ANSI/NSPI-5-1995
Fur single or multiple drain use
Inexisting framesandsumps SAFETY BARRIER PER FBC 4501.17.1.8
3'sumpdepth
(see Installation instructions) ASTM5034-95, ASTM D3787-89, ASTM 653-96
_ #
Floor.146 GPM at 2.9 fps `
Wall:130 GPM at26fps P POOL BARRIER PER FBC 4501.17.41.1.17.3 AND
�y�!I Iluiie4r.
Floor/wall: 753GPM attsfps . fl{�!t "II?I� Irw; '�'j`:"iI if ANSI/NSPI-5-1995 NSF CERTIFIED TO ASTM F 2208-08
Roor/wall: 50.2 GPM at1.0 fps-`'..
6 , h _- POOL BARRIER PER FBC 4501.17.1.8
1 square me open
Three sets of different stainless steel
F
O
screws
Manufactured from superior
UV -resistant engineered polymers
Easily and safety retrofits most brands'
SALT
existing8• frames and sumpsthatthe
srsrEM
8MFxxx does notfit
-`
Meets or exceeds ANSI/APSP 16-2011
and NSF/ANSI 9a national
YO
ASTM UV
standards and ASTM GI54 testing
-
/� Q. LA UT___
Replace every fiveyears from the date
of installation
1 /4„-1
A�
T_
32 per case
30" MIN / � . . VC
CLEARANC
Fits: AquaStar"R" 8' modets,Allog Brags Foundry(ABf),
M FRON
Afras, Splash, Sta Rite, Swimg03p„Caretaker/Polads,
OF
Advanced (APP), Hayward and cenam Custom Molded (CMP).
SUBPANEL
U.S. patent D621009
Part III R8MFXXX Atleasttwo mud frame screwsmustbaused to securecover.
GENERAL NOTES:
1. FLOAT TANK CONSTRUCTION TO COMPLY W/ FLA. BLDG. CODE AND WITH ALL LOCAL ORDINANCES AND ZONING
REGULATIONS.
2. FLOAT TANK 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 FLOAT TANK 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 FLOAT TANK 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 "FLOAT TANK" 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 FLOAT TANK 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.
PIPING SCHEMATIC MUST-HOLDD-K-pa
(NO SCALE) S
l
R
FILTER
E
SKIM/MEFI
( DRAIN
MIN. IN. 3T ' A APART
HAIR & LIN'
CATCHER
(COMPONENT OF
ELECTRICAL DIAGRAM_
30 AMP POOL PANEL
W/(3)-#6 THHN CU WITHIN I"
ELECTRICAL CONDUIT
n
VARIABLE SPEED FLOPRO PUMP
iy..
#8 SOLID CU GROUND WIRE MOTOR
TO EXISTING PANEL W/BUILT-IN OVERLOAD SWITCH W/3-
O
#10 THHN CU WITHJN /," CONDUIT
F
DWI
LLL
O
O
F
INSTALL IN WALL MOLDED PLASTIC I I
RECESSED CYCOLAC STEPS
1.5"
AUTOFILL
NO
XO
E TX GNMG
4 �E
•I e
:
COLOR
LED o -,
LIGHT V.
r
SKIMMER
INSTALL BACKFLOW PREVENTER 464.1.6.3 CROSS
12" BOND BEAM -,-CONNECTION PREVENTION ON POTABLE WATER
SUPPLY. VACUUM BREAKERS SHALL BE
INSTALLED ON ALL HOSE BIBS.
'INISHED FLOOR
ELEVATION OF 6" PIPE FOR
BUILDING SKIMMER
SKIMMER RECESSED 12" SKIMMER --
BELOW TOP OF BEAM AS
ILLISTRATED
FILTRATION PUMP
0
LEGEND
1. 2.5" FLOAT TANK MAIN DRAIN LINE
2.11.5" VACUUM LINE
3. 2" SKIMMER LINE
4. 2" FLOAT TANK RETURN LINE
A. JANDY 2.0 FHPM VARIABLE SPEED WIAPPR HAIR & LINT
STRAINER
B. 1.5" TO WASTE OR TO GROUND
C. CARTRIDGE FILTER W/PRESSURE GAUGE AND AIR RELIEF
VALVE
D. VALVES (TYP)
E. JANDY "TRU CLEAR" SALT SYSTEM
e APPROVED WITH THE 2017 FLORIDA BUILDING CODE 61h EDITION
YOUT
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER -4" THICK WALLS W/83 REBAR W IT' O.C. EACH WAY
3' TO 6' - 6" THICK WALLS WM3 REBAR @ 12" O.C. EACH WAY
0' TO 3' - 8" THICK WALLS W10 REBAR @ 12" O.C. EACH WAY
18" MIN.
ENTIRE PERIMETER
PAVER DECK OR CONCRETE DECK
m 3 ft. -
j SOIL
LA
/ W
4 1/8 SOLID COPPER BOND
WIRE W/ APPR. CLAMPS I, L
,A (ONE ON EACH SIDE OF 8 GAUGE SOLID COPPER_
,O POOL4T0TAL) WIRE
EXCAVATION INTO THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: I
- SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT MINIMUM 18 FROM EDGE OF POOL NO FURTHER THAN
10 m 30. 40 6o eD T4 e0. W IN 11# 120 IN 140 IN iW nO IN tee ON 2f0 2ae 2a0 246 250 ' NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES EgUIPOTENTIAL BONDING GRID DETAIL 2C AROUND ENTIRE POOL PERIMETER BURIED 4"TO 6"
FLOWGPM ' COMPACTION TEST OF THE BACKFILLED MARTIAL ARE PROVIDED AT DEEP
C.O. OF THE SWIMMING POOL PER N.E.C. 2014 SEC. 680.26
(WHEREADOPTED) N.T.S.
'OR AT NOTE: POOL PUMP MOTOR LOCATED ABOVE I APPROVED WITH THE 2017 FLORIDA BUILDING CODE
ELECTRICAL DIAGRAM AND; GFI GRADE. PROVIDE SEPARATE CIRCUIT FOR TH 3_O-MMIN' - ouT.....R 2914 NEC NOTE: REMOVE GRATE a 1/4" PER FT. SLOP POOL PATIO FLOAT_ TANK 6 EDITION ANSI/APSP-7 2006 FOR SUCTION
PUMP MOTOR(S)AND HEATER($) ETC E
R10 SCALE) WELL POINT ACC AUX.
------► - ENTRAPMENT AVOIDANCE -
DRAIN a ArracH Aux. PUMP � ... WATER LEVEL ' • '
$$ RAIN TIGHT OUTDOOR NOTE INSTALL 125V 15 LINE WHEN EMPTYING POOL • .' _Ta ! - DETAIL 55'
S.P.S.T. TOGGLE_ nME CLOCK
SWITCH W.P. DISCONNECT
WATER BOND PB-2008
(2) POOL LIGHT W.P. DISCONNECT
(GFI NOT REQUIRED)
WATER
BONDING IRE
TO GRID
TRU CLEAR SALT SYSTEM
/BUILT4N OVERLOAD SWITCH W/3.
8-2008
#10 THHN CU WITH -IN'/." CONDUIT
LOCATION OF
1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE.
2. 3412 THHN CU WITHIN'/" MIN. CONDUIT FOR LIGHT IS)
WATER BONG
By FLoaT TANK
EQUIPMENT
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC, WITH #8 SOLID, BARE
COPPER.
--
4. ALL PUMPS TO GFCI PROTECTED PER NEC 680.22 (B)
N.T.S.
3AUGE
LECTRICAL PANEL AMP WEATHERPROOF
(SIZED PER LOAD) DUPLEX RECEPTACLE AT
6 X6 TILE
- •.
CONCRETE PA BY
FROM
TO MAIN SERVICE PANEL IN
APPROVED ONDUIT(SI2ED
G.F.I LEASTIO'AWAYAND
INTERIOR
OTHERS
_
00
POWER
PER LOAD(
owner NOT MORE THAN 20.
GRATE SHALL
FINISH
TYPICAL WALL
Z r
1" LIGHT
SUPPLY
WIRING TO POOL LIGHT IN
TDooR TIME-c cKFROM THE INSIDE WALL
OF THE POOL
BE SECURED IN
SECTION&
g :.
CONDUIT
PUMP
APPROVED CONDUIT
PUMP
PLACE SO
-
UNDERWATE
UNDERWATER
WELL POINT
:.
MOTOR
THAT TOOLS
-
LIGHT
LIGHT DETAIL
UL APPROVED DECK BOX
ARE REQUIRED
(NO SCALE)
/
tNO SCALE)
FOR DIRECT CONNECTI0
TO WET NICHE
NOTES:
(1) FLOAT TANK PANEL AND SWITCHES MUST
FOR REMOVAL
STEEL-TEX FORM
BE AT LEAST F FROM THE INSIDE WALL OF
R KRAFT WALL
APPROVED
THE POOL
GROUND CLAMP
POOLU HTSWITCH'
(2)ALLELECTRICALWIRINGANDEQUIPMENT
#3@12"O.C.B.W.
UNDERWATER EITHER INDOOR OR MUST INSTALLED IN ACCORDANCE WITH THE
NOTE: FOR DEPTHS
CONTINUOUS BOND WIRE
LIGHT OUTDOOR 2014 EDITION OF THE NATIONAL ELECTRICAL
CODE
THREADE
RE ATER THAN 6' ADD 1-
COMMON TO POOL STEEL,
PLUG
FLOAT TANK FINISH'
APPROVED WIRING IN 1"
[.#3 COVE BAR @ 6" O.C.
RAILS & EQUIPMENT
SCH ao PVC W/>t8
(3) PROVIDE PROPER WORKING CLEARANCE
BONDING CONDUCTOR
SPACES FOR ELECTRICAL EQUIPMENT AS PER
TO PUMP
PUMP)
HO-26 OF NFPA 70
GRAVEL BED
1
MINIMUM (2) SUCTIONLINES PER PUMP 3 FT. ........ e�s��r�r�r��®sue®ems
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SPECIFICATIONS
MAX. WIDTH 15' MAX. LENGTH 55'
MIN. DEPTH 4' MAX. DEPTH 41V
SHAPE CUST ELEVATION T.B.D
FILL FROM EXCAVATION STOCKPILE
TILE INCL (2) ROWS GEM INCL FILTER CS200
PUMP MAKE PER FBC 45001.20
PUMP HP: FLOAT TANK (1) FLO PRO 10 HP MAX 117GPM
TIMER INCL 2.0 HP FLO PRO JANDFLOPRO
LIGHTS FLOAT TANK (2) SPA NA
TRNFORM: POOL NA SPA NA
MAIN DRAIN: POOL 2 SPA NA
SKIMMER (2)
RETURNS: POOL 4 SPA NA
JETS: POOL NA SPA NA
VALVED VAC LINE INCL AUFILL INCL
---------TO--- -----------
DISCHARGE LINE TO GROUND
CHLORINATOR IN -LINE
JANDY IAQUALINK NA
DIVING BOARD NA SLIDE NA
HEATER NA
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 NA
SCREEN ENCLOSURE NA
ELECTRICAL THROUGH RK DAVIS
POOL PATIO NA
EXISTING PATIO _ NA
DECK DRAIN NA
GALLON CAPACITY -FLOAT TANK _ 2_4,684_GA_L.
GALLON CAPACITY -SPA NA
TURN -OVER RATE 6 hrs
TERMITE TREAT INC BARRIER POOL WATER ALARM
MAX. WATER VELOCITY - 6 ft./s FROM TRUNK LINES
TO 8 ft./s SUCTION LINES, 1_Ufps MAX RETURN LINE
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF FLOAT TANK -825 SQ. FT140 LN FT
A. ALLEN ENGINEERING LLC, CA NO. 33042,
2367 7TH STREET, LA VERNE, CA, 91750
A
10/1-7/1q
AARON H. ALLEN PE, FL REG. NO. 86620 FL
JOB NAME: PURSUIT BOATS NEW FACILITY
ADDRESS: 5260 DUNN ROAD
PERMIT NO.: 1910-0177
DATE DRAWN: OCTOBER 15, 2019
DRAWN BY: TRAVIS LEONARD
DESIGNER APPROVAL:
CHECKED BY: AARON H. ALLEN
SCALE: 1/4" = 1'
Ma
j
CONCRETE
POOLS,AC.
RECEIVED
OCT 2 2 2019
ST. Lucie:. County, PeriTitting
L.0
°
FRAMES AND GRATES PER
Vi 1" MA DEPTH
FLOOR SLOPES WALLS §HALL NOT
4'D EP
V.G.B. ASME/ANSI 112.19.8-2007
FLQQR SLOPES SHALL BE
SLOPE GREATER
REASONABLY UfJIFORM AND 6"T ICKTHAN
4'DEEP WATER DEPTH
11
COMPLY wrcN ARTiCLEg:L5
°
3 FT_MIN.
&61 TXRU 5.0,6" TH CK
#3 STEEL @ 12" O/C E.W.
TR°
e•CDYYCCNLAC
MAIN
TYPICAL SECTION THRU FLOAT TANK THE SLOPE OLO FLOOR OM3"
PLUMBING LINES
THE SHALLOW END WALLFROM
SUMP W/ 3" TEE
TOWARDS THE DEEP AREA
•REBAR SHALL BE COVERED BY
SHALL NOT EXCEED i FOOT IN7
CONCRETE MIN 34NCHES'
FOOT
TO FILTRATION PUMP 6 FPS MAX
REVIEWED I=OR
CODE COMPLIANCE
ST. LUCIE COUNTY
-*FILE
BOCC
COPY