HomeMy WebLinkAboutSANTANGELO CONS REVISED 4-30 S&SVAC LINE
3.5' DEEP4.5' DEEP
SKIMMER TILED STEP
EDGES
TILED BENCH
EDGE
CHILD SAFETY BARRIER
FENCE NO CLOSER THAN
20" FROM WATERLINE
NOTE: POOL PUMP MOTOR LOCATED ABOVE
GRADE. PROVIDE SEPARATE CIRCUIT FOR
PUMP MOTOR(S)AND HEATER(S) ETC
RAIN TIGHT OUTDOOR
ELECTRICAL PANEL
(SIZED PER LOAD)
PROVIDE HAND HOLDS
AS REQUIRED ANSI/NSPI-5-2003
OR MAINTAIN 4" GRABBABLE
SURFACE
(DETERMINE IN FIELD)
DECO DRAIN TO DRAIN AWAY FROM THE HOUSE. DECO
DRAIN TO BE ATLEAST 1' FROM HOUSE. DECO DRAIN
EXACT LOCATION TO BE DETERMINED IN FIELD.
N.T.S.N.T.S.N.T.S.
5 f t . 1 i n .
3 ft. 9 in.
4 f t . 4 i n .
17 ft. 9 in.1 2 f t .
40 ft.
1 8 f t .
53 ft. 7 in.
2 2 f t . 1 0 i n .
7 f t . 1 0
i n .
7 f t . 1 0 i n .
8' FASCIA
HEIGHT
8' T0 13' GABLE
ROOF LINE
COLOR LEDCOLOR LED COLOR LED
TRUSSED ROOF PATIO
FLOCRETE AND STAIN
TO MATCH
1 5 f t . 6 i n .
8 ft.
48" SHEER DESCENT
WATERFALL
0"+6"+12"+12"+6"0"
20 ft.
SWIMOUTS
WHEN PROVIDED SHALL
BE AT 20" MAX. BELOW
THE WATERLINE
18"
20" max.
N.T.S.
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. 2014 SEC. 680.26
(WHERE ADOPTED)
SOIL
MINIMUM 18" (MAXIMUM 24") FROM EDGE OF POOL AROUND
ENTIRE POOL PERIMETER BURIED 4" TO 6" DEEP
PAVER DECK OR CONCRETE DECK
MANUAL MOTOR STARTER SWITCH
1.65HP 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
(3) POOL LIGHTS
(GFI NOT REQUIRED)
S.P.S.T. TOGGLE SWITCH
POOL PANEL W/ 80 AMP
BRKR & (2)-#6 & (2) #10 GND
THHN CU IN 1" RPVC CONDUIT
ELECTRICAL DIAGRAM N.T.S.
1. ALL ELECTRICAL TO COMPLY WITH 2014 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 2014 NEC
PUMP BONDED
BACK TO POOL
JANDY TRUE CLEAR SALT
SYSTEM
PUMP SALT
MAX. WIDTH
MIN. DEPTH
15'6"
SHAPE
FILL FROM EXCAVATION
TILE FILTER
PUMP HP:
LIGHTS
TRNFORM:
MAIN DRAIN:
SKIMMER
RETURNS:
VALVED VAC LINE
DISCHARGE LINE
CHLORINATOR
HANDRAIL
DIVING BOARD
HEATER THERMEAU S125 HEAT PUMP
VACUUM HEAD
VACUUM HOSE
LEAF SKIMMER
TREE / STUMP REMOVAL
REMOVE EXISITING CONCRETE
PUMP POOL PATIO
SCREEN INC BY PIONEER
ELECTRICAL EDS INC
POOL PATIO
DECK DRAIN
GALLON CAPACITY-POOL 14,250 GAL.
GALLON CAPACITY-SPA NA
TURN-OVER RATE
TERMITE TREAT BARRIER
MAX. LENGTH 40'
3.5'MAX. DEPTH 4.5'
CUST
HAUL
ELEVATION T.B.D
INTERIOR FINISH GEM CS200
PUMP MAKE PER FBC 4501.20 JANDY 1.65HP VS FLOPRO
POOL SPA
POOL 3 CLR LED SPA NA
POOL 300 WATT SPA
POOL 2 SPA 0
(1)
POOL 3 SPA 0
JETS:POOL SPA 0
INCL FILL LINE NA
TO GROUND
JANDY TRU CLEAR SALT SYSTEM
NA LADDER NA
NA SLIDE NA
INCL
INCL
INCL
POLE
BRUSH
TEST KIT
INCL
INCL
INCL
NA
NA
CONCRETE FLOCRETE
INC
6 hrs
INC INC
NA
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL –508 SQ. FT 111 LN FT
SPECIFICATIONS
NA
MAX. WATER VELOCITY - 6 ft./s FROM TRUNK LINES
TO 8 ft./s SUCTION LINES, 10fps MAX RETURN LINE
JOB NAME: SANTANGELO
ADDRESS: 6780 DICKINSON TERR PORT
SAINT LUCIE FL 34952
PERMIT NO.:
DATE DRAWN: APRIL 30TH, 2020
DRAWN BY: BOBBY AUSTIN BA
CHECKED BY: AARON H. ALLEN
CUSTOMER APPROVAL:
SCALE: 1/4" = 1'
1.65HP VS FLOPRO
FILTRATION PUMP COMPLIANT WITH ANSI/APSP/ICC-15 2011
NA
· APPROVED WITH THE 2017 FLORIDA BUILDING CODE
6TH EDITION FOR RESIDENTIAL
4
AARON H. ALLEN PE, FL REG. NO. 86620 FL
POOLS, INC.
CONCRETE
EXISTING PATIO FLOCRETE AND STAIN
ELECTRIC PREWIRE AND STAND BY OWNER
0
003'
40'
3.5'
4.5'
37'
CYCOLAC MAIN DRAIN
LIGHT
1 ROW OF WATERLINE TILE
1' R
#3 STEEL @ 12" O/C E.W.
6" THICK
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
4 ½” THICK
TYPICAL SECTION THRU POOL
(NO SCALE)
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 "
NO
NICHE
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.
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.
REBAR SHALL BE
COVERED BY A
MINIMUM OF 3"
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
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.
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
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)
FILTRATIO
N PUMP
LOW
SPEED
FILTRATION
PUMP HIGH
SPEED
FILTRATION PUMP
VSFHP1.65 PERFORMANCE CURVES
N.T.S.
3" SUCTION LINE MAX 181
G.P.M.
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
RAISED AREA ELEV. & GRADE
EXISTING
GRADE
OR 1' TO 4'
SLOPE
RAISED CONCRETE
EXPOSED & TOPPED
(1) #5 REBAR POOL PERIMETER
OR (2) #3 REBAR
FOOTER DETAIL
8"
NO SCALE
(1) #5 REBAR
OR (2) # 3 REBAR
8"REBAR SHALL BE COVERED
BY A MINIMUM OF 2.5"
A
4
B
1
23
EQUIPMENT LAYOUT N.T.S.
5
LEGEND
1. 1.5" VACUUM LINE
2. 3" POOL MAIN DRAIN
3. 2" SKIMMER LINE
4. 2" POOL RETURN LINE TO FIRST TEE, 1.5" TO POOL
5. JANDY TRUE CLEAR SALT SYSTEM
6. THERMEAU S125 HEAT PUMP
A. 1.5" TO WASTE OR DISCHARGE TO GROUND
B. 1.65HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIR AND LINT
STRAINER
C. CARTRIDGE FILTER W/ PRESSURE GAUGE AND AIR RELIEF VALVE
D. VALVES (TYPICAL)
E. 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
E
D C
6
ARTISAN HAND RAIL 1001
POWDER COATED.
ALREADY PUT ASIDE IN
WAREHOUSE.
R
R
R
1.5"
1.5"
1"1"1"
1.5"
1.5"2"2"
2" LINE TO
FIRST TEE
2"
3"
3"
2.5"
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
N.T.S.
N.T.S.N.T.S.N.T.S.N.T.S.
EQUIPMENT
PAD
PER FBC
R4501.22
*LOCATION OF GFI
RECEPTACLE
TO BE DETERMINED IN
FIELD PER NEC 680
EQ. LAYOUT
30" MIN. CLEARANCE
IN FRONT
OF SUBPANEL
HEAT
VERIFY
EXACT
LOCATION IN
FIELD WITH
SUPERVISOR
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 3000 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 CODE48" MAX
WATER DEPTH
HEAT PUMP W (2) #6 CU, (1)
#10 NEUT. & (1) #10 CU
GROUND IN ¾” CONDUIT
(CONNECT TO 50 AMP-2
POLE GFCI BREAKER)
A. ALLEN ENGINEERING LLC, CA NO. 33042,
2367 7TH STREET, LA VERNE, CA, 91750
TO THE BEST OF MY KNOWLEDGE, THESE DRAWINGS AND
SPECIFICATIONS COMPLY MINIMUM BUILDING CODES.
32 ft.
DIRECTIONS
ST. LUCIE WEST TO PRIMA VISTA TO
RIO MAR LEFT TO BEACH LEFT TO
OLEANDER RIGHT TO OLEANDER
PINES RIGHT TO DICKINSON LEFT
8 f t . 2 i n .
3 f t .
ADDED 1'10" TO
REAR DECK