HomeMy WebLinkAboutREVISION, REVISED PLAN, SURVEY, MAKE POOL LARGERJET
PUMP
WE HAVE REVIEWED THE POOL/SPA PLAN
AND APPROVE ALL ELEVATIONS, DEPTHS,
AND DIMENSIONS TO BE CORRECT UNLESS
OTHER WISE NOTED ON PLAN.
X_____________________________________
0
003'
40'
3'
4.5'
37'
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)
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
PUMP
(2) MAIN DRAINS
MIN. 3' APART
UNDERWATER
LIGHT DETAIL
(NO SCALE)
POOL FINISH
1" LIGHT
CONDUIT
COPING
UNDERWATER
LIGHT
1.5" SCH 40 PVC
SLEEVE
NO NICHE
4" MIN.
SAVI NICHELESS
LED LIGHT
SP 10-22 WALL FITTING
INSIDE PIPE
18"
20" max.
N.T.S.
SWIMOUTS
WHEN PROVIDED
SHALL BE AT 20" MAX.
BELOW THE
WATERLINEAPPROVED WITH FBC 2014
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 AREA
WHERE DECK RAISED +6" ABOVE POOL
N.T.S.
10" MIN.
STEP DETAIL
#8 GROUND WIRE
HANDRAIL BONDING DETAIL
WHERE APPLICABLE
PER NATIONAL ELECTRICAL CODE48" MAX
WATER DEPTH
12" MAX.
POOL DETAIL
MINIMUM (2) SUCTION LINES PER PUMP 3 FT.
SEPARATION OR SEPARATE PLANES
3 FT. MIN.
8 FPS MAX
6 FPS MAX
3" PLUMBING LINES
FROM SUMP W/ 3" TEE
APPROVED MAIN DRAIN FRAMES AND GRATES
PER V.G.B. ASME/ANSI 112.19.8-2007
TO FILTRATION PUMP
POOL RETURN LINES 2" TO FIRST TEE
· APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR
RESIDENTIAL WITH THE 2017 SUPPLEMENTS AND THE
ANSI/APSP-7 2006 FOR SUCTION ENTRAPMENT AVOIDANCE
2.5" SUCTION LINE TO
PUMP MAX 117 G.P.M.
EQ EQUIPMENT PAD
PER FBC
4501.22(9.2)
POOL EQUIPMENT ANCHORED PER
FLORIDA BUILDING CODE 2017 &R4501.22
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" (MAX 24")
FROM EDGE OF POOL
AROUND ENTIRE POOL
PERIMETER BURIED 4" TO
6" DEEP
PAVER DECK OR CONCRETE DECK
EQUIPOTENTIAL BONDING GRID
PER N.E.C. 2017 SEC. 680.26
(WHERE ADOPTED)
FILTRATION
PUMP LOW
SPEED
FILTRATION
PUMP HIGH
SPEED
FILTRATION PUMP
VSFHP165 PERFORMANCE CURVES
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. HAS BEEN USED IN THE DESIGN.
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.
POOL SYSTEM FLOW RATE: 98 GPM
(MAXIMUM FLOW FROM PUMP CURVE)
REC. PUMP= 1.65HP JANDY VS-FLO PRO VSFHP1.65
VARIABLE SPEED- LOW SPEED = 36 GPM MAX
HIGH SPEED = 98 GPM @ 38 TDH
2.5" SUCTION PIPE @ 98 GPM = 7.84 FT./SEC.
(8 FT./SEC. MAX.-SUCTION LINES)
2" PRESSURE PIPE @ 98 GPM = 9.7 FT./SEC.
(10 FT./SE. MAX.-PRESSURE LINES)
THERAPY PUMP = 2HP JANDY STEALTH PLUS PHPM
LOW SPEED = 36 GPM MAX.
HIGH SPEED = 144 GPM @ 45 TDH MAX.
3" SUCTION PIPE @ 144 GPM = 7.29 FT./SEC.
(8FT./SEC. MAX. – SUCTION LINES)
2.5" PRESSURE PIPE @ 144 GPM = 7.99 FT./SEC.
(10 FT./SEC. MAX. – PRESSURE LINES)
CARTRIDGE FILTER= 57 GPM@ 0.375 GPM/SQ. FT.=
152 SQ FT. FILTER AREA
ANSI-15
SAFETY BARRIER PER FRC 4501.17-4501.17.1.15 &
ASTM5034-95, ASTM D3787-89, ASTM 653-96
&
R4501.17.1 THRU R4501.17.3
POOL BARRIER PER FRC 4501.17-41.1.17.3 AND
ANSI/NSPI-5-1995
CHILD SAFETY FENCE AND SCREEN ENCLOSURE
N.T.S.
N.T.S.
N.T.S.
UNBLOCKABLE CHANNEL DRAIN
SPA DETAIL
8 FPS MAX
2.5" SUCTION LINE TO
PUMP MAX 117 G.P.M.
APPROVED MAIN DRAIN FRAMES AND GRATES
PER V.G.B. ASME/ANSI 112.19.8-2007
3" SUCTION LINE TO
PUMP MAX 181 G.P.M.
8 FPS MAX
3" PLUMBING
LINES FROM
SUMP W/ 3" TEE
8 FPS MAX
TO FILTER PUMPTO JET PUMP
RETURN LINES FOR SPA 2.5" TO FIRST TEE
· APPROVED WITH THE 2017 FLORIDA BUILDING CODE FOR
RESIDENTIAL WITH THE 2017 SUPPLEMENTS AND THE
ANSI/APSP-7 2006 FOR SUCTION ENTRAPMENT AVOIDANCE
N.T.S.
DECO DRAIN WITH
REMOVABLE CAP BY OTHERS
CHILD SAFETY
BARRIER FENCE NO
CLOSER THAN 20"
FROM WATERLINE
6 f t .
5 f t .SUPPLY LINE FOR FUTURE
WATERFALL
3 1 f t . 2 i n .
61 ft.
3
1
f
t
.
2
i
n
.
1 4 f t .
1 5 f t .
40 ft.
VAC
LINE
3' DEEP
TILED BENCH
EDGE
TILED STEP
EDGES
4.5' DEEP
COLOR LED
LIGHT
SKIMMER
COLOR LED
LIGHT
COLOR LED
LIGHT
(2) STAINLESS
STEEL
HANDRAILS
STEP
H
H
H
H
H
H
H
H
7'X7' SPA RAISED 12" WITH
TILED EXTERIOR, MARBLE
SPILLWAY, 8 HYDRO JETS,
JANDY ONE TOUCH RS4, 1
COLOR LED LIGHT, STAINLESS
STEEL HANDRAIL
SKY BLUE GEM
FINISH
TRAVERTINE DECK THROUGH
BUILDER
JOE TELESE IS THE BUILDER.
CELL: 772-260-4889
SCREEN BY PIONEER SCREEN
F
PP
H
EQ. LAYOUT
NO SCALE
30" CLEARANCE IN
FRONT
OF SUBPANEL
G
A
4
B
1
23
EQUIPMENT LAYOUT N.T.S.
6
PIPING SCHEMATIC
E
F D C
7
5
LEGEND
1. 1.5" VACUUM LINE
2. 2.5" POOL MAIN DRAIN
3. 2" SKIMMER LINE
4. 2" POOL RETURN LINE TO FIRST TEE, 1.5" TO POOL
5. 2" RETURN
6. 2.5" RETURN TO HYDRO JETS
7. 3" JET SUCTION
A. 1.5" TO WASTE OR DISCHARGE TO GROUND
B. 1.65HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIR AND LINT STRAINER
C. 2HP JANDY JET PHPM 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)
G. HEAT PUMP W/INTERNAL BY-PASS
H. JANDY TRUE CLEAR SALT
FOOTER DETAIL
12"
NO SCALE
(2) #5 REBAR
12"REBAR SHALL BE
COVERED BY A
MINIMUM OF 3"
BURIED POWER LINES
*LOCATION OF GFI RECEPTACLE
TO BE DETERMINED IN FIELD PER NEC 680
EQUIPMENT
PAD
PER FBC
4501.22(9.2)
VERIFY EXACT
LOCATION OF EQ PAD
WITH SUPERVISOR
LOCATION OF
WATER BOND
PB-2008
WATER
DECK
BONDING WIRE
TO GRID
POOLBOND PB-2008
LOCATE IN-FIELD
N.T.S.
6"X6" TILE
INTERIOR
FINISH
1 "
SAND SET TRAVERTINE
DECK
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
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)
TRAVERTINE COPING N.T.S.
WATERLINE
SPA WALL SECTIONTRAVERTINE COPING
6"X6" TILE
SAND SET TRAVERTINE PATIO
#3 @ 12" O.C.B.W.
(1) CHANEL DRAIN AND
GRATE SHALL BE
SECURED IN PLACE SO
THAT TOOLS ARE
REQUIRED FOR REMOVAL STEEL-TEX FORM
OR KRAFT WALL
4 ½” TYP.
WALL
(NO SCALE)6"X6" TILE
SPA BENCH 18" BELOW
WATERLINE
TO PUMP
GRAVEL
BED
MAX. WIDTH
MIN. DEPTH
15'
SHAPE
FILL FROM EXCAVATION
TILE FILTER
PUMP HP:
LIGHTS
TRNFORM:
MAIN DRAIN:
SKIMMER
RETURNS:
VALVED VAC LINE
DISCHARGE LINE
CHLORINATOR
HANDRAIL
DIVING BOARD
HEATER THERMEAUX S125
VACUUM HEAD
VACUUM HOSE
LEAF SKIMMER
TREE / STUMP REMOVAL
REMOVE EXISITING CONCRETE
PUMP POOL PATIO
SCREEN
ELECTRICAL
POOL PATIO
DECK DRAIN
GALLON CAPACITY-POOL 8,976 GAL.
GALLON CAPACITY-SPA 852
TURN-OVER RATE
TERMITE TREAT BARRIER
MAX. LENGTH 40'
3'MAX. DEPTH 4.5'
CUST
HAUL
ELEVATION T.B.D
INTERIOR FINISH GEM CS200
PUMP MAKE PER FBC 4501.20 JANDY1.65HP VS FLOPRO
POOL SPA
POOL 3 CLR LED SPA 1 CLR LED
POOL 300 WATT SPA
POOL 2 SPA 1
(1)
POOL 3 SPA 2
JETS:POOL SPA 8
INCL FILL LINE NA
TO GROUND
JANDY TRUE CLEAR SALT
NA LADDER NA
NA SLIDE NA
INCL
INCL
INCL
POLE
BRUSH
TEST KIT
INCL
INCL
INCL
NA
NA
BY PIONEER
EDS ELECTRIC
TRAVERTINE THROUGH BUILDER
THROUGH BUILDER
6 hrs
INC INC
NA
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL – 494 SQ. FT 100 LN FT
SPECIFICATIONS
100 WATT
MAX. WATER VELOCITY - 6 ft./s FROM TRUNK LINES
TO 8 ft./s SUCTION LINES, 10fps MAX RETURN LINE
JOB NAME: TELESE CONSTRUCTION/
TERMANINI
ADDRESS: 8047 SPENDTHRIFT LN., PORT
ST LUCIE, FL
PERMIT NO.:
DATE DRAWN: MAY 26TH , 2020
DRAWN BY: JASON BARAN
CHECKED BY: AARON H. ALLEN
CUSTOMER APPROVAL:JB
SCALE: 1/4" = 1'
POOLS, INC.
CONCRETE
1.65HP VS FLOPRO
FILTRATION PUMP COMPLIANT WITH ANSI/APSP/ICC-15 2011
2HP JET PUMP
· APPROVED WITH THE 2017 FLORIDA BUILDING CODE
6TH EDITION FOR RESIDENTIAL
NA
TO THE BEST OF MY KNOWLEDGE, THESE DRAWINGS
AND SPECIFICATIONS COMPLY WITH THE APPLICABLE
MINIMUM BUILDING CODES
AARON H. ALLEN PE, FL REG. NO. 86620 FL
A. ALLEN ENGINEERING LLC, CA NO. 33042,
2367 7TH STREET, LA VERNE, CA, 91750
R
2"
1"
1"1"
1.5"
1.5"
1.5"
1.5"
2.5"
3"
3"
1"
R
R
2"
2.5"
1"
3"
7 f t .
2" RETURN TO
FIRST TEE
H
RS4
S A L T
RS4 ONE TOUCH AUTOMATION
S.P.S.T. TOGGLE
SWITCH
ELECTRICAL DIAGRAM
1. ALL ELECTRICAL TO COMPLY WITH 2017 NATIONAL ELECTRIC CODE.
2. 3-#12 THHN CU WITHIN ½” MIN. CONDUIT FOR POOL LIGHT (S)
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC, WITH #8 SOLID, BARE COPPER.
4. ALL POOL PUMPS TO GFCI PROTECTED PER NEC 680.22 (B)
N.T.S.
(1) SPA LIGHT IF APPLICABLE
(GFI NOT REQUIRED)
#8 SOLID CU GROUND WIRE
TO EXISTING PANEL
60 AMP POOL PANEL
W/(3) - #4 THHN CU WITHIN ¾”
ELECTRICAL CONDUIT
(3) POOL LIGHTS
(GFI NOT REQUIRED)
2HP JANDY PLUS HP PUMP MOTOR W/BUILT-IN
OVERLOAD SWITCH W/3- #10 THHN CU WITHIN
½” MIN. CONDUIT
MANUAL MOTOR SWITCH
VARIABLE SPEED FLOPRO PUMP MOTOR
W/BUILT-IN OVERLOAD SWITCH W/3- #10 THHN
CU WITH-IN ½” CONDUIT
TIME CLOCK
W.P. DISCONNECT
HEAT PUMP W/ (2) #6 CU, (1) #10 NEUT.
&(1) #10 CU GROUND IN ¾” CONDUIT (CONNECT TO 50
AMP- 2 POLE GFCI BREAKER)
· NOTES:
· (1) POOL PANEL AND SWITCHES MUST
BE AT LEAST 5' FROM THE INSIDE WALL
OF THE POOL
·
· (2) ALL ELECTRICAL WIRING AND
EQUIPMENT MUST INSTALLED IN
ACCORDANCE WITH THE 2017 EDITION
OF THE NATIONAL ELECTRICAL CODE
·
· (3) PROVIDE PROPER WORKING
CLEARANCE SPACES FOR ELECTRICAL
EQUIPMENT AS PER HO-26 OF NFPA 70
5. PROVIDE W.P.G.F.I. OUTLET 10' MIN. -20' MAX. FROM WATER’S EDGE.
35'
NOT TO SCALE
EQ PAD TO BE PLACED BEHIND
TROPHY ROOM ON LEFT REAR
OF HOUSE, PLEASE SEE
SURVEY FOR EXACT LOCATION
2"
1.5"
R
R