HomeMy WebLinkAboutPOOL SPECIFICATIONN
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POOL BARRIER PER FRC R4501.17.1-
R4501.1.17.3 AND ANSI/NSPI-5-1995
SAFETY BARRIER PER FRC R4501.17.1-
R4501.17.3 & ASTM6034-95, ASTM D3787-
89, ASTM 663-96
3 ft.
-D BENCH
EDGE
5.5' DEEP
24 ft.
VAC
TILED STEP
3.5' DEEP EDGES
COLOR LED
LIGHT
SWIMOUTS WHEN PROVIDED SH
BE AT 20" MAX. BEL
THE WATERLINE
20" max.
18"
N.T.S.
Per F.R.C. 4501.18 AND ANSI/
NSPI5-2003
N
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N
DIRECTIONS:
MIDWAY ROAD WEST TO 195,195 NORTH TO
ORANGE AVE, HEAD WEST, TURN RIGHT ON
CYCLONE DRIVE, THE ROAD IS A BIG CIRCLE,
FOLLOW TO THE RIGHT TWICE, THEN HOUSE IS
ON RIGHT
HOMEOWNER IS SHARON WILSON
CELL: 475-8881
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FLOAT, TEXTURE,
AND FLOCRETE
EXISTING PATIO
TO MATCH NEW
FLOAT, TEXTURE, POOL DECK
AND FLOCRETE
EXISTING PATIO
TO MATCH NEW
POOL DECK
24 ft.
ELECTRICAL DIAGRAM AND ELECTRICAL DIAGRAM N.T.S.
GFIOUTLETPER 2014 NEC
POOL PANEL W/ 60 AMP
BRKR & (2)-#6 & (2) #10 GND
THHN CU IN 1" RPVC CONDUI
S.P.S.T. TOGGLE SWITCH
(1) POOL LIGHTS
(GFI NOT REQUIRED)
JUNCTION BOX
MANUAL MOTOR STARTER
SWITCH
1HP VARIABLE SPEED JANDY
PUMP MOTOR WITH BUILT-IN
OVERLOAD SWITCH W/3- #10 THHN
CU WITHIN %11 MIN. CONDUIT (GFCI
PROTECTED)
TIME CLOCK
PUMP BONDED W. P. DISCONNECT
BACK TO POOL 12 VOLT TRANSFORMER
ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE. ELECTRICAL CONTRACTOR TO
:RIFY ADEQUATE CAPACITY AT POINT OF CONNECTION
3412 THHN CU WITHIN %" MIN. CONDUIT FOR POOL LIGHT(S)
GROUND ALL BOXES, LIGHTS, MOTORS, ETC. w/#8 SOLID, BARE COPPER.
PROVIDE W.P.G.F.I. OUTLET 10' MIN. -20' MAX. FROM WATER'S EDGE.
ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B)
VERIFY EXACT LOCATION
OF POOL EQUIPMENT IN
FIELD WITH HOMEOWNER
'LOCATION OF GFI
RECEPTACLE
TO BE DETERMINED IN
FIELD PER NEC 680
EQUIPMENT
EQ PAD
PER FBC
4501.22(9.2)
QUIPMENT LAYOUT N.T.S.
2" VACUUM LINE
3" POOL MAIN DRAIN
2" SKIMMER LINE
2.5" POOL RETURN LINE TO FIRST TEE, 1.5" TO POOL
2.5" RETURN LINE TO HYDRO JETS
JANDY TRUE CLEAR SALT SYSTEM
1.5" TO WASTE OR DISCHARGE TO GROUND
1 HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIR AND LINT STRAINER
CARTRIDGE FILTER W/ PRESSURE GAUGE AND AIR RELIEF VALVE
VALVES (TYPICAL)
INSTALL PERMA-CAST WATER BOND OR APPROVED EQUAL TIED TO PUMP
tOUND W/ #8 SOLID COPPER & APPROVED LUG (MIN. 9SQ. IN SURFACE AREA
:POSED TO WATER) PER MFGR'S SPECS (FIELD VERIF) LOCATION)
FQOTER_ DETAIL
(1) #5 REBAR
OR (2) # 3 REBAR
b
NO SCALE
W.L.
#8 SOLID COPPER BOND
WIRE W/ APPR. CLAMPS
(ONE ON EACH SIDE OF
POOL4TOTAL)
OUTSIDE ANGLE -OF REPOSE
V AND FURTHER = 4" THICK WALLS V/#3 REBAR @ 12" O.C. EACH WAY
T TO 6' = 6" THICK WALLS W/#3 REBiR @ 12" O.C. EACH WAY
0' TO 3' = 8" THICK WALLS W/#3 REBAR @ 12" O.C. EACH WAY
9 ft.
m > raft.
3 3
a 1O io 3 ft.
/
/
/ x
� III
Co
III
20.
Au
EXCAVATION INTO THE ANGLE3F REPOSE IS ALLOWABLE PROVIDED:
-"*V"RO4GIS INSTALL OWF-EICAVATION 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 BACWILLED MARTIAL ARE PROVIDED AT C.O. OF
THE SWIMMING POOL
18" MIN.
( ENTIRE PERIMETER)
PAVER DECK)R CONCRETE DECK
EQUIPOTENTIAL BONDING GRID DETAIL
PER N.E.C. 2014 SEC. 680.26
(WHERE ADOPTED)
POOL RATIO /1
WATER LEVEL 1�
FRO
°.° 1" LIGHT SUPPLY
Z CONDUIT
UNDERWATER UNDERWATERLIGHT
LIGHT DETAIL
APPROVED (NO SCALE)
ViL
GROUND CLAMP
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL, RAILS
& EQUIPMENT
POOL FINISH '`. I
OIL SL
8 GAUGE SOLID COPPER WIRE
I I I I I I I I l i
MINIMUM 18" FROM EDGE OF POOL
AROUND ENTIRE POOL PERIMETER
BURIED 4" TO 6" DEEP
VC_Cl.ID1 nDC0Cf1D&AANfCr11011Cc
0 90
= 6o
LL
t
Lu
LL 60
3450 RPrA
Q 50
W
2
40 GENERAL NOTES:
_V
30 n;nevr" 1" SWIMMING POOL CONSTRUCTION
20 -� 1004NPM HIGH SPEED 117 GPM TO COMPLY W/ FLA. BLDG. CODE AN
> n30RP&a WITH ALL LOCAL ORDINANCES AND
ZONING REGULATIONS.
FJQ 0 to I 2. SWIMMING POOL TO BEAR ON
LOW SPEED 28 GPM
ROCK OR UNDISTURBED SAND. ALL
0 0 10 20 3D 40 50 60 70 80 90 100 110 12D 130 140 150 160 1" 180 190 200 WALLS AND FLOORS SHALL BE
FLOW GPM GUNITED OR POURED IN -PLACE
CONCRETE WI 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 SOII
- IS FOUND. A SOIL BEARING CAPACIT
py
OF 2,500 P.S.F. HAS BEEN USED IN
THE DESIGN.
C 04. REINFORCING BARS SHALL BE NE1
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.
• APPROVED WITH THE 2017 FLORIDA BUILDING CODE
6" EDITION FOR RESIDENTIAL
POOL DETAIL APPROVED WITH THE 2017
APPROVED MAIN DRAIN FLORIDA BUILDING CODE 6r"
FRAMES AND GRATES EDITION FOR RESIDENTIAL
PER V.G.B. ASME/AN '1 AND THE ANSUAPSP-7 2006
112.19.8-2007 FOR SUCTION ENTRAPMENT
AVOIDANCE
• MINIMUM (2)_SUCTION
_LINES _PER PUMP 3 FT.
' SEPARATION OR SEPARATE PLANES
3 FT. MIN. 2.5"
• RETURN
LINE
e
• '
• " PLUMBING LI
3" SUCTION LINE ROM SUMP W
MAX 181 GPM TEE
TO FILTRATION PUMP 6 FPS MAX
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 Ajt1
WHERE DECK RAISED +6"
ABOVE PO
48" MAX
WATER
DEPTH ? F10" N. 0
0 0
MAY 0 0
N.T.S.
OVERPOUR BEND INTO DECK @ 48" 1/4" PER FT. SLOPE
NOTE: REMOVE GRATE & (OR CAP TILE, O.C. MAX.
WELL POINT PLUG FROM WHERE
MAIN DRAIN & ATTACH APPLICABt
.�
AUX. PUMP LINE WHEN 6"X6" TIL
SURFACE GRADING SHALL CONTAIN
WATER WITHIN PROPERTY LINES.
PONDING SHALL NOT PERSIST FOR
MORE THAN ONE HOUR.
8. WATER SUPPLY & DISPOSAL SHALI
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 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
#8 GROUND WIRE
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.
FIXTURES & HOUSING, METAL PARTS
OF LADDERS, HANDRAILS, DIVING
BOARDS & SUPPORTS TO BE BONDEE
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
3. ALL STEPS TO BE SOLID GUNITE I PREVENT UNDERMINING.
4000 PSI.
MPTYING P
4" SLAB
INTERIO2500
FIBER
GRATE SHALL BE
FINISHTYPICAL
WALL SECTION &
SECURED IN PLACE
" TYP WELL POINT
SO THAT TOOLS
ALL
ARE REQUIRED
FOR REMOVAL
(NO SCALE)
STEEL-TEX FORM OR
6" TYP•
KRAFT WALL
FLOOR
#3 @ 12" O.C.B.W.
N TE: FOR DEPTHS GREATER
THREADED
AN 6' ADD 1- #3 COVE BAR @
PLUG
6" O.C.
GRAVELBED
--------------
-----------------
#3 STEEL @ 12" OIC E.W.
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 SHALL NOT EXCEEB
FOOT IN 7 FOOT
,L SECTION THRU POOL
(NO SCALE)
21'
SPECIFICATIONS
MAX. WIDTH 12' MAX. LENGTH 24'
MIN. DEPTH 3.5' MAX. DEPTH 6.5'
SHAPE CUST ELEVATION T.B.D
FILL FROM EXCAVATION STOCKPILE
TILE INTERIOR FINISH GEM FILTER CS200
PUMP MAKE JANDY 1HP VS FLOPRO
PUMP HP: POOL 1HP VS FLOPRO SPA NA
FILTRATION PUMP COMPLIANT WITH ANSIIAPSPIICC•15 2011
LIGHTS POOL 1 CLR LED SPA NA
_
TRNFORM- POOL 1300 WATT SPA NA
MAIN DRAIN: POOL 2 SPA NA
SKIMMER (1)
RETURNS: POOL 3 SPA PIA
JETS: POOL SPA NA
VALVED VAC LINE INCL FILL LINE INCL
DISCHARGE LINE TO GROUND
CHLORINATOR TRUE CLEAR SALT
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 PAVERS INCL
_
PUMP POOL PATIO INCL
SCREEN BY OTHERS
ELECTRICAL INCL
POOL PATIO CONCRETE FLOCRETE
EXISTING PATIO TEXT R AND Ft OCRETE`
DECK DRAIN INC
GALLON CAPACITY -POOL 9,694 -GAL.
GALLON CAPACITY SPA NA
TURN -OVER RATE 6 hrs
TERMITE TREAT INC BARRIER INC
MAX.. WATER_ VELOCITY - 6ft.IS FROM M_TRUNK LINES
TO 8 ft /S SUCTION LINES,_1fta MAX _RETURN -LINE
SKIMMER MIN_. FLOW 25 GPM
SURFACE AREA OF POOL 288 SQ. -_FT 72 LN FT
JOB NAME: WILSON
ADDRESS: 372 CYCLONE DRIVE, FORT
PIERCE, FL
PERMIT NO.:
DATE DRAWN: MARCH 20TH , 2018
DRAWN BY: JASON BARAN JB
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
SCALE: 1/4" = 1'
G CONCRETE
v POOLS, INC.
CYCOLAC MAIN DRAIN
RAY REINHARD
PE # 47041
6" THICK
3'
4'h" THICK
WALLS
SHALL
NOT
SLOPE
GREATER
THAN 11
1010 Easter Lilly Lane
Unit 203
Vero Beach, FL 32963