HomeMy WebLinkAboutAPPROVED, PlanCL 30 ft.2
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8
i
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5 3 ft.3 ft.2
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6
i
n.
SPLIT RAIL ALUM. FENCE
(2) SELF LATCHING GATES
TO MEET CODE.
(BY PHOENIX)
SAND-SET PAVERS BY
OTHERS
TILE
EDGE
SKIMMER
V a c
TILE STEP EDGES
UMBRELLA
SLEEVE
J J
J
J
R
R
R
6 ft.
6 ' R
7' R7' R4' R3' R
J
J
R
R
VSFHP165 PERFORMANCE CURVES
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:
14'
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:28'
3'MAX. DEPTH:5'
CUST
STOCKPILE
ELEVATION:TBD
INTERIOR FINISH:GEM CS200
POOL SPA
POOL (2) LED SPA (1) LED
POOL SPA
POOL (2)SPA CHNL
(1)
POOL (3)SPA (2)
JETS:POOL NA SPA (6)
INCL FILL LINE:NA
TO GROUND
JANDY AQUA PURE 1400 - INC
NA LADDER:NA
NA SLIDE:NA
JANDY 400,000 BTU GAS - INC
INCL
INCL
INCL
POLE:
BRUSH:
TEST KIT:
INCL
INCL
INCL
NA
NA
SCREEN ENCLOSURE:
BY PHOENIX
PAVERS BY PHOENIX
INC
6-HRS.
INCL INC
NA
MAX. WATER VELOCITY:
MIN. SKIMMER FLOW:
SURFACE AREA OF POOL:
SPECIFICATIONS
JANDY 2.0HP PHPM
PAVERS BY PHOENIX
PUMP MAKE PER FBC 4501.20
1.65 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
10,501 GAL.
SPA CAPACITY:700 GAL.
6 FPS FROM TRUNK
25 GPM
351 SQ
PERIMETER OF POOL: 76'
SEAL:
BUILDER/JOB NAME:
PERMIT NO.:
DATE DRAWN:2/2/22
DRAWN BY:
CHECKED BY:
APPROVED BY:
VARCHETTI
ADDRESS:3937 SHORESIDE DR
F. DELROCCO
AARON H. ALLEN
SCALE:¼” = 1'
CITY:ST LUCIE COUNTY
JOB INFORMATION
NA
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
HANDRAIL BONDING 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. 2017 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
CIRCULATION PUMP CURVE 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
NICHELESS
UNDERWATER
LIGHT 18" MIN.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 2017 FLORIDA BUILDING CODE FOR
RESIDENTIAL 6TH EDITION AND THE ANSI/APSP-7 2006 FOR
SUCTION ENTRAPMENT AVOIDANCE
TO 8FPS SUCTION LINES,10FPS MAX RETURN
JET PUMP CURVE 8
HScale: NTS
FILTRATION PUMP
LOW SPEED
FILTRATION PUMP
HIGH SPEED
FILTRATION PUMP
8880 GLADES CUT OFF ROAD
PORT ST. LUCIE, FL 34986
CUSTOMER APPROVAL:
REVISION
SPA DRAIN TYP.6
BScale: NTS
SPA WALL SECTION 5
BScale: NTS
JOB SPECIFIC DETAIL (IF REQ.)4
BScale: NTS
TABLE DETAIL 3
BScale: NTS 2
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 2017 FLORIDA BUILDING CODE FOR
RESIDENTIAL 6TH EDITION AND THE ANSI/APSP-7 2006 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
20" MAX.
18"
NOTES:
1. WHEN PROVIDED SHALL BE AT 20" MAX. BELOW THE WATERLINE
2. Per F.R.C. 4501.18 AND ANSI/NSPI-5-2003
SWIMOUT CUT SECTION
NOTE:
1. WHERE APPLICABLE PER NATIONAL ELECTRICAL CODE
#8 GROUND WIRE
DECK PER DETAIL A/5
2.5" SUCTION LINE MAX 117 G.P.M.
TO FILTRATION PUMP
3" PLUMBING LINES
FROM SUMP W/ 3" TEE
3 FT. MIN.
6 FPS MAX
8 FPS MAX
WATERWAY MAIN DRAINS
MIN. 3' SEPARATION REQ.
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 2017 FLORIDA BUILDING CODE FOR
RESIDENTIAL 6TH EDITION AND THE ANSI/APSP-7 2006 FOR
SUCTION ENTRAPMENT AVOIDANCE
SPA DRAIN CERTIFICATION 6
EScale: NTS
RAILING:BY PHOENIX
DOCUMENT PROPERTY OF A. ALLEN ENGINEERING INC. & A&G CONCRETE POOLS INC., DUPLICATION AND/OR DISTRIBUTION IN PART OR WHOLE WITHOUT WRITTEN CONSENT FROM THE OWNER(S) WILL BE PUNISHABLE UNDER AWCPA COPYRIGHTS LAWS.
NOTES:
1. ALL ELECTRICAL TO COMPLY WITH 2020 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
APPROVED WITH THE 2020 FLORIDA BUILDING CODE FOR
RESIDENTIAL 7TH EDITION AND THE ANSI/APSP-7 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE
APPROVED WITH THE 2020 FLORIDA BUILDING CODE FOR
RESIDENTIAL 7TH EDITION AND THE ANSI/APSP-7 2013 FOR
SUCTION ENTRAPMENT AVOIDANCE
2. APPROVED WITH THE 2020 FLORIDA BUILDING CODE
FOR RESIDENTIAL 7TH EDITION AND THE ANSI/APSP-7
2013 FOR SUCTION ENTRAPMENT AVOIDANCE
30" CLEARANCE IN
FRONT
OF SUBPANEL
VERIFY EXACT
LOCATION IN
FIELD WITH
SUPERVISOR
BURIED POWER LINE
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
THERAPY PUMP = 2HP JANDY PHPM
LOW SPEED = 36 GPM MAX.
HIGH SPEED = 142 GPM @ 45 TDH MAX.
3" SUCTION PIPE @ 142 GPM = 7.29 FT./SEC.
(8FT./SEC. MAX. – SUCTION LINES)
2.5" PRESSURE PIPE @ 142 GPM = 9.8 FT./SEC.
(10 FT./SEC. MAX. – PRESSURE LINES)
S.P.S.T. TOGGLE
SWITCH
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
HEATER (GAS)-IGNITION SWITCH
3-#12 THHN CU WITHIN ½” CONDUIT
(CONNECT TO 20 AMP-1 POLE GFCI BREAKER)
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
#8 SOLID CU GROUND WIRE
TO EXISTING PANEL
60 AMP POOL PANEL
W/(3) - #6 THHN CU WITHIN 1”
ELECTRICAL CONDUIT W/ INTEGRAL TIME
CLOCK FOR PUMPS, MOTOR, AND HEATER
POOL LIGHTS SEE
SPECS FOR QUANT.
(GFI NOT REQUIRED)
SPA LIGHT SEE SPECS
FOR QUANT.
(GFI NOT REQUIRED)
TILE
DECK PER DETAIL A/5
#3 @ 12" O.C.B.W.
STEEL-TEX FORM OR
KRAFT WALL6"
4-½”
CHANNEL DRAIN
STEP
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
3. SPA ELEVATIONS PER PLAN VIEW
INTERIOR
FINISH
SPA BENCH 18"
BELOW W.L.8"
8" OF WET DECK WITH 4"
OF WATER
REFER TO PLAN FOR
ELEVATIONS
6"X6" TILE
INTERIOR
FINISH
PAVER 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 2-3/8"
LED LIGHT
6
1
P1 WF
S
54
P2
7
8
HG
3 B
V
KEY:
1. 2" RETURN TO SPA
2. 2" DECK JETS
3. 2" POOL RETURN LINE TO FIRST TEE, 1.5" TO POOL
4. 2" SKIMMER LINE
5. 2.5" POOL MAIN DRAIN
6. 1.5" VACUUM LINE
7. 3" JET SUCTION
8. 2.5" RETURN TO HYDRO JETS
P1. 1.65HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIR AND LINT
STRAINER
P2. 2HP JANDY JET PHPM PUMP WITH W/APPR HAIR AND LINT STRAINER
HG. JANDY 400K BTU 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
EQ
EQUIPMENT PAD
PER FBC
4501.22(9.2)
POOL
EQUIPMENT
ANCHORED
PER
FLORIDA
BUILDING
CODE 2020
7th ed.
&
R4501.22
1 5 '-9 "
JANDY iAQUALINK – INC
NO PANEL IN HOUSE
LED LIGHT
+12"
6" DEEP
3 FT
5 FT
2'-6"
X
48"
TABLE
18"5'-9"ALL DOORS AND WINDOWS PROVIDING DIRECT
ACCESS FROM THE DWELLING TO THE POOL
SHALL BE EQUIPPED WITH AN EXIT ALARM TO
COMPLY WITH THE FLORIDA BUILDING CODE
CHAPTER 4, SECT. 424.2.17.1.9.
BY PHOENIX
STEP
VACUUM FITTING W/SELF -
CLOSING SAFETY COVER
(HAYWARD MODEL #400
2 .5 " S C H 4 0
3"
SCH 40(2) 8" DIA. MAIN DRAINS
TIED TOGETHER - 36" APART
(DRAINS TO BE COMPLIANT W/
ASME/ANSI A112.19.8-2010
145 GPM @ 2.8 FPS
THRU EACH GRATE
2.5" SCH 40
2 " S C H 4 0
1 .5 " S C H 4 0
1.5" SCH 401.5" OVERFLOW3" SCH 40STEP
240 SQ.
IN.MIN.1.5" SCH 402.5" SCH 402" SCH 40 1.5" SCH 40(3) JANDY
DECK JETS
1" SCH 401" SCH 401" S C H 402 " L O O P
1.5" SCH 40
2 " S C H 4 0
2
x
x
x
x
x
x
x
28'
0
FLOOR SLOPES
#3 STEEL @ 12" O/C E.W.
WATERLINE TILE
MAIN DRAIN
6'-6"
6"
5'
3'
SUNDECK
4-½”
10" MIN.
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
12" MAX
12" MAX
12" MAX
5'2"18"POOL WALL POOL WALL W.L.
GUNITE FILLED SONOTUBE
3 - #3 REBAR
10"
BRICK COPING
BY A&G
DEEP
DEEP
28"