HomeMy WebLinkAboutAPPROVED Tripodi- Plan4X8 BULLNOSE BRICK
AROUND POOL PERIMETER
SAND
3X4
DOOR
PAD
3X4
DOOR
PAD
H
G
F
E
D
C
B
A
8 7 6 5 4 3 2 1
H
G
F
E
D
C
B
A
8 7 6 5 4 3 2 1
MAX. WIDTH:
MIN. DEPTH:
21'
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:
PUMP POOL PATIO:
ELECTRICAL:
POOL PATIO:
EXISTING PATIO:
DECK DRAIN:
POOL CAPACITY:
TURN-OVER RATE:
TERMITE TREAT:BARRIER:
MAX. LENGTH:30.5'
3'6"MAX. DEPTH:5'6"
CUST
HAUL
ELEVATION:TBD
INTERIOR FINISH:GEM CS200
POOL SPA
POOL 5-300W CLR. LED SPA 1 100W
POOL SPA
POOL 1 SPA 1
1
POOL 3 SPA 2
JETS:POOL NA SPA 6
INCL FILL LINE:INCL
TO GROUND
JANDY AQUAPURE 1400 SALT
INCL LADDER:NA
NA SLIDE:NA
THERMEAU S125 HEAT PUMP / JANDY JXI
400K PROPANE GAS HEATER
INCL
INCL
INCL
POLE:
BRUSH:
TEST KIT:
INCL
INCL
INCL
NA
NA
SCREEN ENCLOSURE:
ED’S ELECTRIC
PAVERS
INCL
6-HRS.
INCL FENCE
NA
MAX. WATER VELOCITY:
MIN. SKIMMER FLOW:
SURFACE AREA OF POOL:
SPECIFICATIONS
2.0 PHPM
300W 100W
EXISTING PAVERS
PUMP MAKE PER FBC 4501.20
2.70 V.S.
FILTRATION PUMP COMPLIANT WITH ANSI/APSP/ICC-15 2011
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.
17. PLANTER SPECIES SHALL BE SELECTED WITH NON-INVASIVE ROOT
SYSTEMS (SPECIES SELECTION BY OTHERS).
AARON H. ALLEN PE, FL REG. NO. 86620 FL
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 WITH
THE APPLICABLE MINIMUM BUILDING CODES
11,377-GAL.
SPA CAPACITY:800 GAL.
6 FPS FROM TRUNK
25 GPM
446 SQFT.
PERIMETER OF POOL: 100 LN FT
SEAL:
BUILDER/JOB NAME:
PERMIT NO.:
DATE DRAWN:
TBD
1/18/2021
DRAWN BY:
CHECKED BY:
APPROVED BY:
TRIPODI
ADDRESS:
TRAVIS LEONARD
AARON H. ALLEN
SCALE:¼” = 1'
CITY:PORT ST. LUCIE, FL 34986
JOB INFORMATION
PIONEER SCREENS
SECTION THRU POOL 1
AScale: NTS
WALL THICKNESS REQ.4
AScale: NTS
TYP. WALL SECTION & WELL PT.5
AScale: NTS
POOL DRAIN TYP.6
AScale: NTS
EQUIPOTENTIAL BOND GRID 7
AScale: NTS
WATER BONDING 8
AScale: NTS
ELECTRICAL SCHEMATIC 7
CScale: NTS
7
BScale: NTS
W.L.
#8 SOLID COPPER BOND
WIRE W/ APPR. CLAMPS
(SEE NOTE 3)
8 GAUGE SOLID COPPER WIRE
SOIL
18" MIN.
(ENTIRE PERIMETER)
NOTES:
1. MINIMUM 18" FROM ENTIRE EDGE OF POOL PERIMETER BURIED 4" TO 6" DEEP
2. INSTALL PER N.E.C. 2014 SEC. 680.26 (WHERE ADOPTED)
3. #8 SOLID COPPER BOND WIRE WITH APPROVED CLAMPS ON EACH SIDE OF POOL (4 TOTAL)
DECK PER DETAIL A/5
ANSI-7/ANSI-15 8
EScale: NTS
EQUIPMENT LAYOUT 7
GScale: NTS
UNDERWATER LIGHT 8
BScale: NTS
PUMP CURVES 7
HScale: NTS
SHORING REQUIREMENTS 3
AScale: NTS
SOIL
EQUIPMENT PAD
PB-2008
BONDING WIRE
TO GRID VARIESNOTE:
1. PB-2008 TO BE INSTALLED NEAR OR UNDER EQUIPMENT PAD
FROM POWER SUPPLY
POOL FINISH
APPROVED GROUND CLAMP
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL,
RAILS & EQUIPMENT
1" LIGHT CONDUIT
WATER LEVEL
UNDERWATER
LIGHT 18" MIN.CIRCULAR MAIN DRAINS
MIN. 3' SEPARATION REQ.
2.5" SUCTION LINE MAX 117 G.P.M.
TO FILTRATION PUMP
NOTES:
1. APPROVED MAIN DRAIN FRAMES AND GRATES PER V.G.B.
ASME/ANSI 112.19.8-2007 (SEE CERT. OF COMPLIANCE) -
COVERS MUST BE REPLACED EVERY 5 YEARS
2. APPROVED WITH THE 2020 FLORIDA BUILDING CODE FOR
RESIDENTIAL 7TH EDITION AND THE ANSI/APSP-7 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE
3" PLUMBING LINES
FROM SUMP W/ 3" TEE
3 FT. MIN.
6 FPS MAX
EXIST. FTGN.
SOIL
3 ft.
6 ft.
9 ft.5 ft.4" WALL #3
REBAR @ 12"
O.C.E.W.ANGLE OF REPOSENOTES:
EXCAVATION INTO ANGLE OF REPOSE ALLOWED IF:
1. SHORING IS SUFFICIENT TO SECURE SOILS FROM EROSION/SETTLEMENT
2. NO UNDERMINING OCCURS UNLESS APPROVED BY ENGINEER
3. COMPACTION TEST PROVIDED AT C.O.
6" WALL #3
REBAR @ 12"
O.C.E.W.
8" WALL #3
REBAR @ 12"
O.C.E.W.
2"X4" @ 24" O.C.
½" PLYWOOD
NOTE:
1. SHORING TO BE INSTALLED WHEN POOL
SHELL IS CLOSER THAN 5 FT TO HOME,
OR EXCEEDS THE ONE TO ONE RATIO OF
THE ANGLE OF REPOSE EXIST. FTGN.
SOIL
< 5' OR 1:1
MAIN DRAIN
SKIMMER
COLOR LED
VACUUM LINE
SYMBOL LEGEND
DECO DRAIN
EXISTING FACILITY CHANNEL
DRAIN
ELEVATION MARKER
B BUBBLER
JANDY UPLIGHTUL
DOOR/WINDOW ALARM
BABY BARRIER
XX.X’
DECK PER DETAIL A/5
x
0 ft.2 ft. 4.8 in.4 ft.8 ft.
REVISION DATE:
· APPROVED WITH THE 2020 FLORIDA BUILDING CODE FOR
RESIDENTIAL 7TH EDITION AND THE ANSI/APSP-7 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE
TO 8FPS SUCTION LINES,10FPS MAX RETURN
SWIMOUT CUT SECTION 8
HScale: NTS
20" MAX.
18"
FILTRATION PUMP
8880 GLADES CUT OFF ROAD
PORT ST. LUCIE, FL 34986
CUSTOMER APPROVAL:
REVISION
NOTE:
1. WHEN PROVIDED SHALL BE AT 20" MAX. BELOW THE WATERLINE
STEP NOTES:
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.
4. ALL STEPS AND SWIMOUT BENCH EDGES WILL HAVE 2X6 CAPTILE BORDER
OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITY
NOTES:
1. (5.6.1) THE SLOPE OF THE FLOOR FROM THE SHALLOW END WALL TOWARDS THE DEEP AREA SHALL NOT EXCEED 1
FOOT IN 7 FEET TO THE POINT OF THE FIRST SLOPE CHANGE
2. (5.6.2) CHANGES IN SLOPE BETWEEN SHALLOW AND DEEP AREAS SHALL BE AT A MINIMUM WATER DEPTH OF 2 FEET 9
INCHES AND BE AT LEAST 6 FEET FROM THE SHALLOW END
3. (5.6.3) THE SLOPE OF THE FLOOR FROM THE POINT OF THE FIRST SLOPE CHANGE TOWARD THE DEEP END SHALL NOT
EXCEED 1 FOOT IN 3 FEET
4. WALLS SHALL NOT SLOPE > 11 DEGREES
5. HAND HOLD TO BE INSTALLED WHERE DECK RAISED +6" ABOVE POOL
6"X6" TILE
INTERIOR
FINISH 2 ¾”PAVER
PATIO
#3 @ 12" O.C.B.W.
TO PUMP
THREADED
PLUG
SECURED GRATE
TOOLS REQUIRED
FOR REMOVAL
GRAVEL
BED
NOTES:
1. REMOVE GRATE & WELL POINT PLUG FROM MAIN DRAIN
& ATTACH AUX. PUMP LINE WHEN EMPTYING POOL
2. FOR DEPTHS GREATER THAN 6' ADD 1- #3 COVE BAR @
6" O.C.
3. SLOPE DECK ¼” PER FOOT
COMPACTED SOIL
8 FPS MAX
EQ
EQUIPMENT
PAD
PER FBC
4501.22(9.2)
POOL
EQUIPMENT
ANCHORED PER
FLORIDA
BUILDING CODE
2020 7TH EDITION
*LOCATION OF GFI
RECEPTACLE
TO BE DETERMINED IN
FIELD PER NEC 680
F
VERIFY EXACT
LOCATION OF EQ.
PAD WITH FIELD
SUPERVISOR
30" CLEARANCE IN
FRONT
OF SUBPANEL
POOL BARRIER PER FBC
R4501.17.1-R4501.1.17.3, ANSI/NSPI-
5-1995, ASTM5034-95, ASTM D3787-
89, ASTM 653-96
9304 SCARBOROUGH CT
REMOVE EXISTING COVERED LANAI
PAVERS & SCREEN, INSTALL NEW
DECKING TO MATCH POOL PATIO
30.5'
0
FLOOR SLOPES
#3 STEEL @ 12" O/C E.W.
WATERLINE TILE
MAIN DRAIN
5'
12"
5.5 FT DEEP3.5' FT DEEP
6"
12"
12"
5'6"
3'6"
4-½”
10" MIN.
Scale: NTS
6
P1 WF
S
21
P2
8 9
Hg
3 B
V
7
KEY:
1. 2" RETURN LINE TO BUBBLERS
2. 2.5" POOL RETURN LINE TO FIRST TEE, 1.5" TO POOL
3. 2.5" RETURN TO SPA
4. 2" SKIMMER LINE
5. 2.5" POOL MAIN DRAIN
6. 1.5" VACUUM LINE
7. 2.5" SPA SUCTION LINE
8. 3" JET SUCTION
9. 2.5" RETURN TO HYDRO JETS
P1. 1.65 HP JANDY VARIABLE FHPM WITH W/APPR HAIR AND LINT STRAINER
P2. 2.0 HP JANDY JET PHPM PUMP WITH W/APPR HAIR AND LINT STRAINER
He. S125 ELECTRIC DUAL STAGE HEAT PUMP
Hg. Jandy JXI 400K PROPANE GAS HEATER
F. CARTRIDGE FILTER W/PRESSURE GAUGE AND AIR RELIEF VALVE (MUST
HOLD 35 PSI FOR 30 MINUTES MINIMUM)
W. 1.5" TO WASTE OR TO GROUND
V. VALVES (TYP)
B. PB-2008 WATER BONDING TO GRID (SEE DETAIL A/8)
S. JANDY “AQUA PURE 1400” SALT SYSTEM
NOTES:
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)
5. INSTALL 125V 15 AMP WEATHERPROOF DUPLEX GFCI RECEPTACLE AT LEAST 10'
AWAY AND NOT MORE THAN 20' FROM THE INSIDE WALL OF THE POOL
6. POOL PANEL AND SWITCHES MUST BE AT LEAST 5' FROM THE INSIDE WALL OF THE POOL
7. PROVIDE PROPER WORKING CLEARANCE SPACES FOR ELECTRICAL EQUIPMENT AS PER
HO-26 OF NFPA 70
S.P.S.T. TOGGLE
SWITCH
80 AMP POOL PANEL
W/(3) - #4 THHN CU WITHIN 1”
ELECTRICAL CONDUIT W/ INTEGRAL TIME
CLOCK FOR PUMPS, MOTOR, AND HEATER MANUAL MOTOR SWITCH
VARIABLE SPEED PUMP MOTOR
W/BUILT-IN OVERLOAD SWITCH W/3- #10 THHN
CU WITH-IN ½” CONDUIT
TIME
CLOCK
W.P. DISCONNECT
JUNCTION BOX
12 VOLT TRANSFORMERS
W.P. DISCONNECT
SALT SYSTEM W/BUILT IN OVERLOAD SWITCH
W/3-#10 THHN CU WITH-IN ½” CONDUIT
JANDY THERAPY PLUS HP PUMP MOTOR W/
BUILT-IN OVERLOAD SWITCH W/3- #10 THHN
CU WITHIN ½” MIN. CONDUIT
HEATER (ELECTRIC HEAT PUMP)
2- #6 THHN, 1#10 GROUND, 1#10 NEUTRAL CU WITHIN 3/4”
CONDUIT. (CONNECT TO 50 AMP, 2 POLE GFCI BREAKER
POOL LIGHTS SEE
SPECS FOR QUANT.
(GFI NOT REQUIRED)
SPA LIGHT SEE SPECS
FOR QUANT.
(GFI NOT REQUIRED)
#8 SOLID CU GROUND WIRE
TO EXISTING PANEL
SPA DRAIN TYP.6
BScale: NTS
SPA WALL SECTION 5
BScale: NTS
3" PLUMBING
LINES FROM
SUMP W/ 3" TEE
UNBLOCKABLE CHANNEL DRAIN
NOTES:
1. APPROVED MAIN DRAIN FRAMES AND GRATES PER V.G.B.
ASME/ANSI 112.19.8-2007 (SEE CERT. OF COMPLIANCE)
2. APPROVED WITH THE 2020 FLORIDA BUILDING CODE FOR
RESIDENTIAL 7TH EDITION AND THE ANSI/APSP-7 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE
3" SUCTION LINE TO PUMP
MAX: 181 GPM / 8 FPS
TO FILTRATION PUMP
2.5" SUCTION LINE TO PUMP
MAX: 117 GPM / 8 FPS
TO JET PUMP
6"X6" TILE
INTERIOR
FINISH
DECK PER DETAIL A/5
#3 @ 12" O.C.B.W.
STEEL-TEX FORM OR
KRAFT WALL
6"
4-½”
CHANNEL DRAIN
SPA BENCH 18"
BELOW W.L.
NOTES:
1. CHANNEL DRAIN GRATE SHALL BE SECURED IN PLACE SO
THAT TOOLS ARE REQ. FOR REMOVAL
2. STEP 9" BELOW WATER LINE/ MIN 240 SQ INCHES FLUSH
SPA
STEP
SPA DRAIN CERTIFICATION 5
CScale: NTS
6
HScale: NTS
JET PUMP CURVE
JET PUMP
VAC LINE
H
H H
R
R rs4H
H
H
COLOR LED2 ft.8 ft. 4 in.STEP
SKIMMER
EXISTING PAVERS COVERED LANAI AREA
REMOVE EXISTING
PAVERS COVERED
LANAI AREA 31 ft.40 ft.29 ft.14 ft. 9 in.3 ft. 3 in.POOL PATIO AREA
5 ft.12 ft.4 ft. 6 in.
4 ft. 4 in.
TILED
BENCH
EDGE
TILED STEP EDGES
TILED BENCH EDGE
TILED
BENCH
EDGE
TILED
BENCH
EDGE 10 ft.COLOR LED
COLOR LEDCOLOR
LED
12 ft.5 ft. 8 in.12 ft.3'6" DEEP
RAISED FIRE PIT 12"
6' LONG LINEAR
FIRE BURNER
5'6" DEEP
(1) #5 OR (2) #3 REBAR(S)
CUT SECTIONTOP VIEW
12"
Eq.VARIESNOTE:
1. STEEL REINFORCEMENT IN CONCRETE AGAINST EARTH SHALL HAVE A MINIMUM COVER OF 3"
Eq.
12"
12"
Eq.Eq.
FOOTER DETAIL 3
BScale: NTS
3'x3'
PAD
R
R
R
INSTALL
FRENCH DRAIN
SPA +12" OUTLINED WITH
DECORATIVE TILE
He
AUTOFILL AND
OVERFLOW
12X12 CONCRETE FOOTER
(2) BUBBLERS WITH (1)
UMBRELLA SLEEVE
23 ft.13 ft.11 ft.
1 ft. 6
in.9 ft.8 ft. 4 in.8'r
7'
4
"r
5'10"r
5 ‘2"r
1 ft. 6 in.
3 ft.
8 in.
8 in.2 ft.1 ft. 3
in.
2
'
5
"
9 ft. 3 in.6 ft. 5 in.1 ft. 4 in,(3) 2"
CONDUITS
3"
2"
1"
HYDROSTATIC
LINE
1.5"
1"
1.5"1.5"
1.5"
1.5"
1"
1"1"
4" DOT COQUINA BASE
SPA TOP TO BE
TRAVERTINE
FIRE PIT TOP TO
BE TRAVERTINE
TO MATCH SPA
2"2"
1.5"1.5"
3" BROWN REMOVABLE
CAP DECO DRAIN
1"
1"
2.5"
3"
2.5"
1.5"
1.5"2 ft. 6 in.2 ft. 6 in.2 ft. 10 in.2 ft. 2 in.1 ft. 8 in.54
REC. PUMP = 2.70 HP JANDY FHPM VARIABLE SPEED
LOW SPEED – 36 GPM MAX
HIGH SPEED = 147 GPM @ 38 TDH
2.5" SUCTION PIPE @ 147 GPM = 7.29 FT/SEC.
(8 FT./SEC. MAX. – SUCTION LINES)
2.5" PRESSURE PIPE @ 147 GPM = 9.94 FT./SEC.
(10 FT./SEC. MAX. – PRESSURE LINES)
340 SQ. FT. CARTRIDGE FILTER X 0.375 = 127.50 GPM
BACKWASH VALVE NO
THERAPY PUMP = 2HP JANDY PLUS PHPM
LOW SPEED = 36 GPM MAX.
HIGH SPEED = 147 GPM @ 44 TDH MAX.
3" SUCTION PIPE @ 147 GPM = 7.29 FT./SEC.
(8FT./SEC. MAX. – SUCTION LINES)
2.5" PRESSURE PIPE @ 147 GPM = 9.94 FT./SEC.
(10 FT./SEC. MAX. – PRESSURE LINES)
HEATER (GAS)-IGNITION SWITCH
3-#12 THHN CU WITHIN ½” CONDUIT
(CONNECT TO 20 AMP-1 POLE GFCI BREAKER)
PGRM-2 FLOATING POOL ALARM
PER
NSF CERTIFIED TO ASTM F 2208-08
PGRM-2 FLOATING POOL ALARM
PER
NSF CERTIFIED TO ASTM F 2208-08
9 ft. 5 in.7 ft. 3 in.1"