HomeMy WebLinkAboutAPPROVED Causley- plan12x12 FOOTER
DECO DRAIN
(2) BUBBLERS WITH
(1) UMBRELLA
SLEEVE
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:
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:
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'
3'6"MAX. DEPTH:5'6"
CUST
HAUL
ELEVATION:TBD
INTERIOR FINISH:GEM CS200
POOL SPA
POOL 4-300W CLR. LED SPA NA
POOL SPA
POOL 2 SPA NA
1
POOL 3 SPA NA
JETS:POOL 2 SPA NA
INCL FILL LINE:INCL
TO GROUND
JANDY AQUAPURE SALT SYS.
INCL LADDER:NA
NA SLIDE:NA
THERMEAU S125 ELECTRIC HEAT PUMP
INCL
INCL
INCL
POLE:
BRUSH:
TEST KIT:
INCL
INCL
INCL
NA
NA
SCREEN ENCLOSURE:
OWNERS ELECTRICIAN
MARBLE
INCL
6-HRS.
INCL POOL ALARM
NA
MAX. WATER VELOCITY:
MIN. SKIMMER FLOW:
SURFACE AREA OF POOL:
SPECIFICATIONS
NA
300W NA
MARBLE
PUMP MAKE PER FBC 4501.20
2.7 FLO PRO 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
14,747-GAL.
SPA CAPACITY:NA
6 FPS FROM TRUNK
25 GPM
502 SQFT.
PERIMETER OF POOL: 103 LINFT
SEAL:
BUILDER/JOB NAME:
PERMIT NO.:
DATE DRAWN:
TBD
7/12/2021
DRAWN BY:
CHECKED BY:
APPROVED BY:
CAUSLEY
ADDRESS:XXXX TREE TOP TRAIL
TRAVIS LEONARD
AARON H. ALLEN
SCALE:¼” = 1'
CITY:FORT PIERCE , FL
JOB INFORMATION
NA
1
A
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
TYP. FOOTER SECTION 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
POOL DRAIN CERTIFICATION 7
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 2006 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:NA
· APPROVED WITH THE 2020 FLORIDA BUILDING CODE FOR
RESIDENTIAL 7TH EDITION AND THE ANSI/APSP-7 2006 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
6"X6" TILE
INTERIOR
FINISH
TRAVERTINE
DECK
#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 1 ¼”
COMPACTED SOIL
8 FPS MAX
COLOR LED
LIGHT
DECO DRAIN LOCATION TO BE
DETERMINED IN FIELD
2.5"
2"
VAC. LINE
EQ
EQUIPMENT
PAD
PER FBC
4501.22(9.2)
POOL
EQUIPMENT
ANCHORED PER
FLORIDA
BUILDING CODE
2017 6TH EDITION
*LOCATION OF GFI
RECEPTACLE
TO BE DETERMINED IN
FIELD PER NEC 680
KEY:
1. 2.5" RETURN LINE TO POOL
2. 2" RETURN LINE TO BUBBLERS
3. 2" RETURN LINE TO WATER FEATURES
4. 1.5" VACUUM LINE
5. 2" SKIMMER LINE
6. 2.5" MAIN DRAIN LINE
P1. 2.7 HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIR AND LINT
STRAINER
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 AQUAPURE SALT SYSTEM
HE. THERMEAU S125 ELECTRIC HEAT PUMP
6
1
P1 W
F
V
S
5
4
B
VERIFY EXACT
LOCATION OF EQ.
PAD WITH FIELD
SUPERVISOR
30" CLEARANCE IN
FRONT
OF SUBPANEL
3"
POOL BARRIER PER FBC
R4501.17.1-R4501.1.17.3, ANSI/NSPI-
5-1995, ASTM5034-95, ASTM D3787-
89, ASTM 653-96
1.5"
He 17 ft. 8 in.35 ft.10 ft.61 ft. 8 in.5 ft. 1 in.4 ft.3 ft.2 ft. 4 in.COLOR LED
LIGHT
COLOR LED
LIGHT
COLOR LED
LIGHTSUPPLY LINES FOR
OWNERS WATER
FEATURES
SUPPLY LINES FOR
OWNERS WATER
FEATURES 12 ft. 8 in.DECO DRAIN
3.5' DEEP 4' DEEP
5.5' DEEP
TILED STEP
EDGES
TILED BENCH
EDGE
TILED BENCH EDGE
COVERED LANAI AREA
COVERED LANAI AREA
REC. PUMP = 2.70 HP JANDY FHPM VARIABLE SPEED
LOW SPEED – 36 GPM MAX
HIGH SPEED = 117 GPM @ 50 TDH
2.5" SUCTION PIPE @ 117 GPM = 7.98 FT/SEC.
(8 FT./SEC. MAX. – SUCTION LINES)
3" BRANCH PIPE @ 117 GPM = 5.74 FT./SEC.
(6 FT./SEC. MAX. – PRESSURE LINES)
2.5" PRESSURE PIPE @ 117 GPM = 7.98 FT./SEC.
(10 FT./SEC. MAX. – PRESSURE LINES)
340 SQ. FT. CARTRIDGE FILTER X 0.375 = 127.50 GPM
BACKWASH VALVE NO
S.P.S.T. TOGGLE
SWITCH
#8 SOLID CU GROUND WIRE
TO EXISTING PANEL
80 AMP POOL PANEL
W/(3) - #6 THHN CU WITHIN 1”
ELECTRICAL 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
W.P. DISCONNECT
SALT SYSTEM W/BUILT IN OVERLOAD
SWITCH W/3-#10 THHN CU WITH-IN ½”
CONDUIT
VARIABLE SPEED PUMP MOTOR
W/BUILT-IN OVERLOAD SWITCH W/3- #10
THHN CU WITH-IN ½” CONDUIT
TIME CLOCK
W.P. DISCONNECT
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
POOL LIGHTS SEE
SPECS FOR QUANT.
(GFI NOT REQUIRED)
SPECIAL ITEMS:
(1) JANDY IAQUALINK POOL CONTROL WITH
SEPARATE VALVES FOR WATER FEATURES
1 ROW OF WATERLINE TILE
1' R
X”
DECK
4'
#3 STEEL @ 12" O/C E.W.MAIN DRAIN
3'6"
5'6"
30'
15'
MAX SLOPE
7'
1'
1.5'
15'
0
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
1.5' 10" MIN.
EQ.
12" MAX
12" MAX
12" MAX
(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.
SKIMMER
AUTOFILL AND
OVERFLOW 12 ft. 1 in.10 ft. 7 in.10 ft.12 ft.U.S.
4" DEEP WATER
1"1"
1"1"
2"
2"
1.5"
1.5"
1.5"1.5"
2"2"
R
R
R
1.5"
1.5"
1.5"
1.5"2.5"
TRAVERTINE
PATIO
2 3
11 ft.11 ft.8 ft.
8 ft.5 ft.11 ft.15 ft.FLOATING POOL ALARM PER NSF
CERTIFIED TO ASTM F 2208-08
BARRIER PER FBC 4501.17-41.1.17.3
AND ANSI/NSPI-5-1995
SAFETY BARRIER PER FBC 4501.17.1.8
ASTM5034-95, ASTM D3787-89, ASTM 653-96
INSTALL BACKFLOW PREVENTER 454.1.6.3 CROSS
CONNECTION PREVENTION ON POTABLE WATER
SUPPLY. VACUUM BREAKERS SHALL BE
INSTALLED ON ALL HOSE BIBS.
1.5'