HomeMy WebLinkAboutPLANSOWNER TO USE
DOOR AND WINDOW
ALARMS IN LIEU OF
CHILD BARRIER
FENCE
B
FROM
POWER
SUPPLY
POOL FINISH
APPROVED
GROUND CLAMP
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL,
RAILS & EQUIPMENT
1" LIGHT
CONDUITMINIMUM
WATER LEVEL
POOL PATIO
UNDERWATER
LIGHT DETAIL
(NO SCALE)
UNDERWATER
LIGHT
1 8 "
0
003'
30'
4'
6'
27'
CYCOLAC MAIN DRAIN
LIGHT
1 ROW OF WATERLINE TILE
1' R
#3 STEEL @ 12" O/C E.W.
6" THICK
TYPICAL SECTION THRU POOL
WATERLINE
DECK
WALLS
SHALL
NOT
SLOPE
GREATER
THAN 11
FLOOR SLOPES
FLOOR SLOPES SHALL BE
REASONABLY UNIFORM AND
COMPLY WITH ARTICLES 5.6.1
THRU 5.6.3
THE SLOPE OF THE FLOOR FROM
THE SHALLOW END WALL
TOWARDS THE DEEP AREA SHALL
NOT EXCEED 1 FOOT IN 7 FOOT
(NO SCALE)
4 ½” THICK
RETURN LINE
WASTE
SKIMMER
PIPING SCHEMATIC
(NO SCALE)
HAIR & LINT
CATCHER
(COMPONENT OF PUMP)
MUST HOLD 35 PSI FOR AT
LEAST 30 MIN.
PRESSURE
GAUGEFILTER
(2) SEPARATE
DRAINS 36"
APART
PUMP
GENERAL NOTES:
1. SWIMMING POOL CONSTRUCTION TO COMPLY W/ 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 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. IS ASSUMED FOR 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 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
"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 PREVENT UNDERMINING.
MAX. WIDTH
MIN. DEPTH
SHAPE
FILL FROM EXCAVATION
TILE FILTER
PUMP HP:
LIGHTS
TRNFORM:
MAIN DRAIN:
SKIMMER
RETURNS:
VALVED VAC LINE
DISCHARGE LINE
CHLORINATOR
HANDRAIL
DIVING BOARD
HEATER
VACUUM HEAD
VACUUM HOSE
LEAF SKIMMER
TREE / STUMP REMOVAL
REMOVE EXISITING CONCRETE POOL AND SCREEN INCL
SCREEN THROUGH PIONEER
HANDRAIL
ELECTRICAL
POOL PATIO
EXISTING PATIO
DECK DRAIN
GALLON CAPACITY-POOL 9088 GAL.
GALLON CAPACITY SPA- GAL.
TURN-OVER RATE
TERMITE TREAT BARRIER
MAX. LENGTH
3.5'MAX. DEPTH 5.5'
CUST
HAUL
ELEVATION T.B.D
INTERIOR FINISH GEM CS200
PUMP MAKE PER FBC 4501.20
POOL SPA
POOL 1 CLR LED SPA
POOL 100 WATT SPA
POOL 2 SPA
(1)
POOL 3 SPA
JETS:POOL SPA
INCL FILL LINE NA
TO GROUND
TRU CLEAR SALT SYSTEM
NA LADDER NA
NA SLIDE NA
INCL
INCL
INCL
POLE
BRUSH
TEST KIT
INCL
INCL
INCL
NA
INCL
INCL
6 hrs
INC INCL
NA
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL –270 SQ. FT 69 LN FT
SPECIFICATIONS
MAX. WATER VELOCITY - 6 ft./s FROM TRUNK LINES
TO 8 ft./s SUCTION LINES, 10fps MAX RETURN LINE
FLOPRO VAR 1.65
FILTRATION PUMP COMPLIANT WITH ANSI/APSP/ICC-15 2011
NA
NO
NICHE
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.
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 +6"
ABOVE POOL
N.T.S.
12"
MAX.
10"MIN.
STEPS
#8 GROUND
WIRE
HANDRAIL BONDING
DETAIL
WHERE APPLICABLE
PER NATIONAL
ELECTRICAL CODE
48" MAX
WATER
DEPTH
W.L.
18" MIN.
( ENTIRE PERIMETER)
#8 SOLID COPPER
BOND WIRE W/
APPR. CLAMPS
(ONE ON EACH
SIDE OF POOL 4
TOTAL )
8 GAUGE SOLID COPPER WIRE
EQUIPOTENTIAL BONDING GRID DETAIL
PER N.E.C. 2017 SEC. 680.26
(WHERE ADOPTED)
SOIL
MINIMUM 18" FROM EDGE OF
POOL AROUND ENTIRE POOL
PERIMETER BURIED 4" TO 6"
DEEP
PAVER DECK OR CONCRETE DECK
CONCRETE DECK
BEND INTO DECK @ 48" O.C. MAX.OVERPOUR
(OR CAP TILE,
WHERE
APPLICABLE
6"X6" TILE
INTERIOR
FINISH
4 "
4 1/2" TYP.
WALL
4" SLAB
2500 FIBER MIX
STEEL-TEX FORM
OR KRAFT WALL
#3 @ 12" O.C.B.W.
NOTE: FOR DEPTHS
GREATER THAN 6' ADD 1-
#3 COVE BAR @ 6" O.C.
TO PUMP
6" TYP.
FLOOR
THREADED
PLUG
GRATE SHALL
BE SECURED IN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
GRAVEL BED
NOTE: REMOVE GRATE &
WELL POINT PLUG FROM MAIN
DRAIN & ATTACH AUX. PUMP
LINE WHEN EMPTYING POOL
TYPICAL WALL
SECTION &
WELL POINT(NO SCALE)
12'22'6"
NA
NA
NA
NA
NANA
THERMEAU S105
CONCRETE FLOCRETE
REMAINS
NA NA
DENICO
2927 SHERWOOD LANE; FT. PIERCE
APRIL 16, 2020
DAVE CURLAND
POOL DETAIL
MINIMUM (2) SUCTION LINES PER PUMP 3
FT. SEPARATION OR SEPARATE PLANES
3 FT. MIN.
8 FPS MAX
6 FPS MAX
· APPROVED WITH THE 2017 FLORIDA BUILDING CODE
FOR RESIDENTIAL AND THE ANSI/APSP-7 2006 FOR
SUCTION ENTRAPMENT AVOIDANCE
3" SUCTION LINE MAX
181 G.P.M.
3" PLUMBING LINES FROM
SUMP W/ 3" TEE
TO FILTRATION PUMP
APPROVED MAIN DRAIN
FRAMES AND GRATES PER
V.G.B. ASME/ANSI 112.19.8-2007
2.5" LINE TO FIRST TEE.
1.5" TO POOL
POOLS, INC.
CONCRETE
A
B
1
23
EQUIPMENT LAYOUT
N.T.S.
LEGEND
1. 1.5" VACUUM LINE
2. 2.5" POOL MAIN DRAIN
3. 2" SKIMMER LINE
4. JAND TRUE CLEAR SALT SYSTEM
5. 2" POOL RETURN LINE TO FIRST TEE, 1.5" TO POOL
A. 1.5" TO WASTE OR DISCHARGE TO GROUND
B. 1.65HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIR AND LINT
STRAINER
D. CARTRIDGE FILTER W/ PRESSURE GAUGE AND AIR RELIEF VALVE
E. VALVES (TYPICAL)
F. INSTALL PERMA-CAST 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)
PIPING SCHEMATIC
F
D
TIE INTO
EXISTING CHAIN
LINK
MANUAL MOTOR STARTER
SWITCH
1HP VARIABLE SPEED JANDY
PUMP MOTOR WITH BUILT-IN
OVERLOAD SWITCH W/3- #10 THHN
CU WITHIN ½” MIN. CONDUIT (GFCI
PROTECTED)
TIME CLOCK
W. P. DISCONNECT
12 VOLT TRANSFORMER
JUNCTION BOX
(2) POOL LIGHTS
(GFI NOT REQUIRED)
S.P.S.T. TOGGLE SWITCH
POOL PANEL W/ 80 AMP
BRKR & (2)-#4 & (2) #10 GND
THHN CU IN 1" RPVC CONDUIT
ELECTRICAL DIAGRAM N.T.S.
1. ALL ELECTRICAL TO COMPLY WITH 2017 NATIONAL ELECTRIC CODE. ELECTRICAL CONTRACTOR TO
VERIFY ADEQUATE CAPACITY AT POINT OF CONNECTION
2. 3-#12 THHN CU WITHIN ½” 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)
ELECTRICAL DIAGRAM AND
GFI OUTLET PER 2017 NEC
PUMP 1 PUMP
BONDED BACK TO
POOL
4
5 E
SAFETY BARRIER PER FRC R4501.17.1-
R4501.17.3 & ASTM5034-95, ASTM D3787-
89, ASTM 653-96
POOL BARRIER PER FRC R4501.17.1-
R4501.17.3 AND ANSI/NSPI-5-1995
SWIMOUTS
WHEN PROVIDED SHALL
BE AT 20" MAX. BELOW
THE WATERLINE
18"
N.T.S.
Per F.R.C. 4501.18 AND ANSI/
NSPI-5-2003
20" max.
SCREEN
ENCLOSURE
THROUGH PIONEER
BRONZE
A C C E S S
EXISTING DECK AND
POOL TO BE
REMOVED BY AAA
CONCRETE CUTTERN.T.S.
FOOTER DETAIL
8"
NO SCALE
(1) #5 REBAR
OR (2) # 3 REBAR
8"
REBAR SHALL BE COVERED BY
CONCRETE MIN 2.5-INCHES
N.T.S.N.T.S.
LOCATION OF WATER BOND
BY POOL EQUIPMENT
PB-2008
WATER
BONDING WIRE
TO GRID
POOLBOND PB-2008
IN ACCORDANCE WITH 680.2 C POOL WATER SHALL BE IN DIRECT
CONTACT WITH AN APPROVED CORROSION-RESISTANT CONDUCTIVE
SURFACE THAT EXPOSES NOT LESS THAN 9 INCHES (5800 MM) OF
SURFACE AREA TO THE POOL WATER AT ALL TIME.
N.T.S
*LOCATION OF GFI RECEPTACLE
TO BE DETERMINED IN FIELD PER NEC 680
8' FASCIA
SIDE SCREEN
THRU PIONEER
INCLUDEDEQUIPMENT
PAD
PER FBC
R4501.22
VERIFY
EXACT
LOCATION IN
FIELD WITH
SUPERVISOR
*LOCATION OF GFI
RECEPTACLE
TO BE DETERMINED IN
FIELD PER NEC 680
TILED BENCH EDGE
TILED STEP EDGES
3.5' DEEP
DECO DRAIN
5.5' DEEP
SKIMMER
VAC LINE
2 0 f t .
32 ft.
CONCRETE /
FLOCRETE DECK
POLY ROOF
10'X15'
INCLUDED
1 0 f t .
3 ft.
3 f t .
6 ft. 6 in.
5 f t .
22 ft. 6 in.
1 2 f t .
FILTRATION PUMP LOW
SPEED
FILTRATION PUMP
HIGH SPEED
FILTRATION PUMP
2
N.T.S.
OUTSIDE ANGLE OF REPOSE
6' AND FURTHER = 4" THICK WALLS W/#3 REBAR @ 12" O.C. EACH WAY
3' TO 6' = 6" THICK WALLS W/#3 REBAR @ 12" O.C. EACH WAY
0' TO 3' = 8" THICK WALLS W/#3 REBAR @ 12" O.C. EACH WAY
4 " w a l l s
6 "
5 f t .
3 ft.
6 ft.
9 ft.
8 " w a l l s
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 C.O. OF THE SWIMMING POOL
A N G L E O F R E P O S E
N.T.S.
EQ
N.T.S.
POOL DETAIL
MINIMUM (2) SUCTION LINES PER PUMP 3
FT. SEPARATION OR SEPARATE PLANES
3 FT. MIN.
8 FPS MAX
6 FPS MAX
APPROVED WITH THE 2017 FLORIDA BUILDING CODE 6TH
EDITION FOR RESIDENTIAL AND THE ANSI/APSP-7 2006 FOR
SUCTION ENTRAPMENT AVOIDANCE
2.5" SUCTION LINE
MAX 117 G.P.M.
3" PLUMBING LINES FROM
SUMP W/ 3" TEE
TO FILTRATION PUMP
APPROVED MAIN DRAIN
FRAMES AND GRATES PER
V.G.B. ASME/ANSI 112.19.8-2007
2" LINE TO FIRST TEE.
N.T.S.
REC. PUMP = 1.65HP JANDY FLOPRO VARIABLE SPEED
LOW SPEED – 36 GPM MAX
HIGH SPEED = 98 GPM @ 38 TDH
2.5" SUCTION PIPE @ 98 GPM = 7.48 FT/SEC.
(8 FT./SEC. MAX. – SUCTION LINES)
3" BRANCH PIPE @ 98 GPM = 5.74 FT./SEC.
(6 FT./SEC. MAX. – PRESSURE LINES)
2" PRESSURE PIPE @ 98 GPM = 9.77 FT./SEC.
(10 FT./SEC. MAX. – PRESSURE LINES)
200 SQ. FT. CARTRIDGE FILTER X 0.375 = 75 GPM
BACKWASH VALVE NO
ANSI-7/ANSI-15
R
R
R
2"
2"
1.5"
1.5"
1.5"
1.5"1"
2.5"
3"
3"
1 f t .
1 f t . 6
i n .
1 f t .
6 ft. 6 in.4 ft.
6 ft.
x
x
WINDOW
SLIDER
AARON H. ALLEN PE, FL REG. NO. 86620 FL
A. ALLEN ENGINEERING LLC, CA NO.33042 26377TH STREET, LA VERNE
CA, 91750 TO THE BEST OF MY KNOWLEDGE,
THESE DRAWINGS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
JOB NAME:
ADDRESS:
PERMIT NO.:
DATE DRAWN:
DRAWN BY:
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
CHECKED BY:
SCALE: 1/4" = 1'
AARON H. ALLEN
APPROVED WITH THE 2017 FLORIDA BUILDING CODE
FOR RESIDENTIAL 6TH EDITION