HomeMy WebLinkAboutPool & Spa Plumbing PlanDEg,K AND DECK POOL/SPA BEAM JQINT
DETAILS - BY OTHERS
NOTE:
EXISTING 48" MIN. HIGH FENCE W/ SELF
LATCHING GATE THAT SWINGS OUT
AWAY FROM POOL AREA VERIFY EXIST'.
FENCE IN COMPLIANCE W/ CHILD SAFETY
BARRIER REQUIREMENTS PER FBC
SEVENTH EDITION (2020)
(1) AQUASTAR 32CDFL - 32"
CHANNEL DRAIN (31.6 GPM @ 3.9
FT/SEC THRU GRATE - SINGLE
UNBLOCKABLE COMPLIANT W/
ASME/ANSI A 112.19.8 - 2014
OR EQUAL \
POOL/SPA EQUIP.
IN BASEMENT
- (GROUND LEVEL) f --
SEE SITE PLAN: I
BY OTHERS f
� a
f I
.,. U
f f REINFORCED OR
= PRODUCT APPROVED
�,. CONCRETE SLAB(5)
(FIELD VERIFY SIZE & 3 SCH 40 2.5'
r.. LOCATION)
AUTO -FILL DEVICE
3/4" FRESH WATER
EXIST.
SUPPLY LINE FROM EX.
HOSE BIBB - BY OTHERS
PORCHFIELD
VERIFY H.B. LOC.
& 2" OVERFLOW LINE
TO ON -SITE DRAINAGE
SYSTEM - BY OTHERS
19-Y—�
PROVIDErODOOR
ALARMS ON ALL
OPENINGS
THAT LEAD ONTO POOL AREA
PER
',
FINISH FLOOR
ELEVATION =19.5' NAVD
I" SCH_'
40�¢I
2.5"/
SCH SKINIMEI
m
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(4) INLETS
II I
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� I I
xl a I I
ra) c I I
of M I C
STEPS I I
240 SQ. IN. MIN.
;I I TOPTREAD I I
(2) LED 12" I I
I HTS
W1 NICHE la
ai Clz"
h I
STUB -OUT FOR 12"
- I
POOL CLEANER
I I 12 12" 12' I® I
1.5" a
1.5" SCH 40 SCH h
—.; MANIFOLD 40
IN I
2" SCH 40 I 2.5"
SCH,' ! I I
I I 19A'NAVD
4o I I
���------- 2.5_SCH40 2"SCH40
3" SCH 40
3' SCH 40
PERIMETER BONDING
WIRE (ate 18"MIN. - 24" MAX.
FROM W.L. (SEE DETAIL)
DECK -BY
OTHERS \
FLUSH SPA
18" BENCH - 20" BELOW W.L.
18" X 18" CORNER STEP
(6) THERAPY JETS
(1) AQUASTAR 32CDFL - 32"
CHANNEL DRAIN (316 GPM ('a?
3.9 FT/SECTHRU GRATE -
SINGLE UNBLOCKABLE
OR EQUAL
(1) LED SPA LIGHT-NICHELESS
2-SIDED SPILLWAY
SPA REMOTE CONTROL
SCALE: 1/4"=I f-0ff
VERIFIED OWNER PRIORTO
CONSTRUCTION
POOLISPA HEATER
UNDER STAIRS
SEE SITE PLAN:
BY OTHERS
9
STRUCTURES, PLUMBING
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FEATUREOTHER
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SCALE:
AS NOTED
JOB NUMBER:
21-156
SHEET
1. OF 3
27'
2' 7' 8' — 8'
�/N, I
I
29'-2" I
s" THICK
I
POOL
WALLS _
11' I t I
PILL TO BE PLACED ON 15%
ANGLE OUTWARD FROM
BOTTOM OF POOL SHELL- xl 8'-6"
TYP. 8 PLACES AS SHOWN q
al 12" THICK I c
01 POOL I M
14" DIA. AUGER CAST PILE 6r-10" al FLOOR I
(10 REQUIRED) xl I 1
15 TON DESIGN CAPACITY Fr 1
30 TON DESIGN CAPACITY
I \ ql
/
/ 6' \ I
8" THICK 1 -I
\ 6'-6" SPA WALLS
I 4'-I" I
12 1212" 8'-61r I 1
/ \ I
,:
I 1.....;
VL— -- ----
\ 3'-6„ 4,-6„ I 1
1 5'
I
4'-6" '
12" THICK I I 1 \
SPA FLOOR
1' L - - - - - - - - - - - - -
----
15'
8'
EXIST. 7 10, 6'-10" 9'-6"
PORCH CONTROL
LINES - FIELD DECK - BY
VERIFY OTHERS
STAIRS &
RAILING -
BY OTHERS
7'
L
WALL &
RAILING -
BY OTHERS
NOTE:
POOL CONTRACTOR TO VERIFY
ALL PROPERTY LINE LOCATIONS
EXIST,
AND POOL ELEVATION PRIOR TO
CONSTRUCTION.
RESIDENCE
POOL LAYOUT AND DIMENSIONS
TO BE VERIFIED W/ OWNER PRIOR
TO CONSTRUCTION
POOL/SPA PLUMBING PLAN
SCALE: 1/4"=F-0"
121112" 12"
7' —
5"— llrr —511
6"
1.01,
3'-10rr 10"
1011 12"
10"
y �• #4 DIA. REBAR @
12" O.C.E.W.
BOTTOM MAT
#4 DIA. REBAR @
121, O.C.E.W.
BOTTOM MAT
STEP SECTION
SCALE: 3/8" = V-0"
glr
�r
COPING - TYP.
i DECK - BY OTHERS
DECK AND DECK POOL/SPA
N`NBEAM JOINT WATERPROOFING
SPECIFICATIONS AND DETAILS -
BY OTHERS
18" DIA. PILE
EXTENSION -
SEE SECTION
14" DIA. AUGER
CAST PILE - TYP.
NOTE:
APPLY BASECRETE WATER PROOFING ON
ENTIRE POOL/SPA WET SURFACE PER
MANUFACTURES SPECIFICATIONS PRIOR TO
INSTALLATION OF ALL FINISHES
NOTE:
DECK AND DECK POOL/SPA BEAM JOINT
WATERPROOFING SPECIFICATIONS AND
DETAILS - BY OTHERS
WATERLINE
N
N
i
N
i
H
14"
w
A
PROVIDE 3" MIN.
#3 DIA. REBAR
CONCRETE COVER
TIES @ 12" O.C.
Z
ON REBAR
h�l
H
Olt
14" DIA. AUGER CAST PILE - 5000 PS[
(5) #7 DIA. CONT.VERTICAL
A
CONCRETE - TYP. W/ A CAGE OF (5)
REBAR
#7 DIA. REAR VERTICAL FULL
DEPTH OF PILE W/ #3 DIA. REBAR
III
18" DIA. - 5000 P.S.I.
Q
TIES @ 12" O.C. ESTIMATED
-4
CONCRETE EXTENSION -
LENGTH IS +/- 30 FEET - BOTTOM
III
SEE PILE EXTENSION
OF PILE TO BE AT -17.0' NAVD.
DETAIL
PILE CAPACITY SHALL BE 30 TONS
a
(60 KIPS) SEE SOIL REPORT BY
ALLTERRA ENGINEERING
ELEV. -17.0' NAVD
14" DIA. AUGERCAST
CONCRETE PILE DETAIL
SCALE: 3/8" =1'-0"
24" MIN. BEND INTO
TOP MAT - TYP. 18" STANDARD BEND
18" DIA. - 5000
,— P.S.I. CONCRETE
(1 EXTENSION
_ 3'-Orr
#3 DIA. HOOPS
36" LAP SPLICE - TYP. 2'
PILING -
') "
1 IN.
17
2'
I
PILE STEEL TIED INTO
BOTTOM MAT OF POOL
14" FLOOR STEEL
PILE EXTENSION DETAIL
SCALE: 3/8" = V - 0"
COPING - TYP.
STUCCO
FINISH -
BY OTHERS
#4 DIA. REBAR -
@ 12" O.C.E.W.
WALL - BY
OTHERS
grr
5'
27,
WATERLINE
#4 DIA. 8"7 5'
REBAR @ 12"
O.C.E.W.IN 1$„
SPA WALL 5„ —
W.L.
12"
19" —
#4 DIA. REBAR
@ 6" O.C.E.W.
TOP MAT
121,
17„
1211
2"
#4 DIA. REBAR @
12" O.C.E.W.
BOTTOM MT
A
SPA SECTION
SCALE: 3/8" = V-0"
22,
#4 DIA. REBAR
@ 6" O.C.E.W.
10.41' TOP MAT
4'-11.
" 1' SLOPE
/ 121,
18" DIA. PILE
EXTENSION - 18" DIA. PILE
SEE SECTION EXTENSION -
SEE SECTION
POOL SECTION
TYPE "O" POOL
SCALE: 3/8" = F-0"
81,
COPING - TYP.
i DECK - BY OTHERS
DECK AND DECK
POOL/SPA BEAM
r JOINT
WATERPROOFING
SPECIFICATIONS
AND DETAILS - BY
OTHERS
#4 DIA. REBAR
@ 6" O.C.E.W.
\TOP MAT
18" DIA.-5000
P.S.I. CONCRETE
EXTENSION TYP.
14" DIA. AUGER
CAST PILE - TYP.
COPING - TYP. DECK - BY
OTHERS
5" —
J
3DECK AND
r DECK POOL/SPA
BEAM JOINT
21
_ WATERPROOFING
SPECIFICATIONS
AND DETAILS -
BY OTHERS
18" DIA. PILE
#4 DIA. REBAR @ EXTENSION -
12' O.C.E.W. SEE SECTION
BOTTOM MAT
14" DIA. AUGER
CAST PILE - TYP.
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56
3
DECK - BY OTHERS 1 All HEATER(GAS)- IGNAITION SWITCH GENERAL NOTES: N
STONE COPING 8" - (ENTIRE PERIMETER) 1 `I' 3 - #12 THHN CU WITHIN 1/2" CONDUIT t. ALL LIGHTS LADDERS HANDRAILS, REINFORCING STEEL SHALL BE
OR EQUAL SLOPE DECK @ (CONNECT TOP 20 AMP - 1 POLE BREAKER) ' '
%^ PER. FOOT GROUNDED PER CODE.
.5"� W.L. o w 2. POOL TO BE CONSTRUCTED OF CONCRETE/GUNITE WITH A MINIMUM H
.a a PIPE REDUCED TO 1" CONTROL/POOL PANEL W/ 60 AMP - MANUAL MOTOR STARTER SWITCH COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAYS.
F d #8 SOLID BARE COPPER BOND - z, AND RUN TO DECK
w 2 POLE BREAKER W/ INTEGRAL
m H j WIRE wI APPIL EACH
a BOX TIME CLOCK FOR PUMPS, MOTOR 2.7 HP PUMP MOTOR w/ BUILT-IN 3. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS.
1 (ONE ON EACH BIDE OF
c4 - 3 OF NEW BILLET STEEL, CONFORMING TO ASTM A-615, GRADE 60, STEEL SHALL A
2 - #a DIA, POOL- 4 TOTAL) - - e AND HEATER OVERLOAD SWITCH W/ 3 - #l0 THHN BE BENT, MIN. 40 DIA. LAP SPLICE AND PLACED IN ACCORDANCE WITH ACI
H N CONT. _ CU WITHIN 1/2" MIN. CONDUIT
z ¢ P(3) - #6 & (1) #10 GROUND (CONNECT TOP 20 AMP - 2 POLE GFCI STANDARDS. PROVIDE 3" MIN. CONCRETE COVER OVER REINFORCING STEEL..
3 3 8"- - THHN CU IN 1" RPVC S.P.S.T. TOGGLE BREAKER) 4. GRATE IN MAIN DRAIN SHALL HAVE A FREE AREA OF 4 TIMES THE AREA OF Z
2" SCH 40 PVC CORD Lr
6^ THICK CONCRETED COPPER
YWIREOTHERS) CONDUIT SWITCH THE SUCTION LINE.
MARCITE " wi (1) #8 BARE SOLID coeeER WIRE - LED LIGHT SLEEVE t2 VOLT TRANSFORMER a
OR EQUAL BONDED TO POOL STEEL AS SHOWN (2) LED POOL LIGHTS 5. STEPS TO HAVE A 10" MINIMUM TREAD AND A 12" MAXIMUM RISER.
REINFORCING STEEL SP 10-22 WALL (GFI NOT REQUIRED
(SEE SHEET 2 OF 3) EQUIPOTENPIAL BONDING DETAIL FITTING - OR EQUAL ) JUNCTION BOX 6. POOL TO BE FENCED PER LOCAL CODES.
12" PER FLORIDA BUILDING CODE ADAPTATION OF _ INSTALLED INSIDE PIPE (1) LED SPA LIGHT 7. GATES TO BE SELF -LATCHING, SELF -CLOSING AND LOCKABLE. W
N.E.C. 2017 SEC. 680.26 (GFI NOT REQUIRED) 8. DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY
RADIF
VARIES / �7 WITH THE CURRENT REQUIREMENTS OF ANSI/ NSPI 3; ANSI/ NSPI 4; ANSI/ NSPI A
LED LIGHT DETAIL 1. ALL ELECTRICAL TO COMPLY WITH NEC 2017, SECTION 680. 5; ANSI/ NSPI 6; AND ANSI/APSP 7 AND ANSI/APSP.ICC-15.
TYPICAL WALL SECTION - ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY 9. SPAS AND HEATED SWIMMING POOLS SHALL BE EQUIPPED WITH A COVER
AT POINT OF CONNECTION. DESIGNED TO MINIMIZE HEAT LOSS. EXCEPTIONS: OUTDOOR POOLS
2. 3412 THHN CU WITHIN 1/2" MIN. CONDUIT FOR POOL LIGHT(S). DERIVING OVER 70 PERCENT OF THE ENERGY FOR HEATING FROM W
- 3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. w/ #8 SOLID, BARE COPPER. NON-DEPLETABLE ON -SITE RECOVERED SOURCES COMPUTED OVER AN ,,yy
4. PROVIDE W.P.G.F.I. OUTLET 10' MIN. - 20' MAX. FROM WATER'S EDGE. -W
5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.5. OPERATING SEASON ARE EXEMPT FROM THIS REQUIREMENT.
6. LOAD CALCULATIONS FOR EXISTING SERVICE AND PANEL - BY OTHERS. 10. ALL FEATURES OF THE POOL/SPA SHALL BE INSTALLED IN COMPLIANCE WITH
7. ALL PVC CONDUITS EXPOSED TO SUNLIGHT TO BE PAINTED WITH APPROVED COATING. THE FBC SEVENTH EDITION (2020) - RESIDENTIAL -PRIVATE SWIMMING POOL
AND LOCAL AMENDMENTS, IF ANY.
WATER LINE y ELECTRICAL DIAGRAM 11. RESIDENTIAL SWIMMING POOL BARRIER SHALL COMPLY WITH FBC SEVENTH
- EDITION (2020) - RESIDENTIAL CHAPTER 45 - PRIVATE SWIMMING POOL.
N.T.S. 12. SHOULD ANY MUCK, MARL, OR OTHER ORGANIC SOILS BE DISCOVERED ON
Z EXCAVATION, THEY SHOULD BE REMOVED IN THEIR ENTIRETY, ALL
CONSTRUCTION SHALL STOP AND THE ENGINEER OF RECORD SHALL BE
CONTACTED TO CONDUCT AN INSPECTION.
VACUUM FITTING W/ 13. POOL CONTRACTOR/OWNER BUILDERS TO VERIFY ALL POOL DIMENSIONS,
SELF -CLOSING SAFETY COVER POOL LOCATION AND SETBACKS PRIOR TO CONSTRUCTION.
(HAYWARD MODEL #400 T 7'(CONTACT ENGINEER IF ANY DISCREPANCIES OCCUR)
OR EQUAL) 1�32--��2" 14. POOL PLANS ARE DESIGNED TO MEET THE FBC SEVENTH EDITION (2020) -
AQUASTAR 32CDFL - 32" RESIDENTIAL - PRIVATE SWIMMING POOLS.
VACUUM LINE DETAIL CHANNEL DRAIN (316 GPM HYDROSTATIC RELIEF VALVE 15. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN
(wxEry APPLICABLE) @ 3.9 FT/SEC THRU GRATE -
SINGLE UNBLOCKABLE OR PORT OR CAP OFF ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP 7-2006 AND FBC SEVENTH
EQUAL 3 I/4" EDITION (2020) - RESIDENTIAL CHAPTER 45.
FLOOR 16. GROUND WATER MUST BE LOWERED TO BOTTOM OF DEEP END PRIOR TO
FINISH PLASTER EMPTYING POOL TO AVOID UPLIFTING (POPPING) OF POOL.
MAIN DRAIN SUCTION LINE PLUMBING NOTES:
HYDROSTATIC RELIEF VALVE & TIED TOGETHER AS SHOWN 1. ALL PIPING, EQUIPMENT AND MATERIALS USED IN THE PLUMBING SYSTEM OF
PERFORATED PVC COLLECTION ABOVE - PIPE SIZE PER SWIMMING POOLS THAT ARE BUILT IN PLACE SHALL CONFORM TO THE FBC
TUBE, WHERE REQUIRED PLAN SEVENTH EDITION (2020), PLUMBING, CHAPTER 45 - PRIVATE SWIMMING POOLS.
MIN. Y2 YARD GRAVEL SUMP 2. POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT
NOTE: 25.9 SQUARE INCH OPEN AREA, WRAPPED W/ DRAIN FEILD EXCEED 6 FT/SEC ON BRANCH SUCTION LINES, 8 FT/SEC. ON SUCTION LINES
316 GPM = 3.9 FEET PER SECOND CLOTH (RECOMMENDED)
AND 10 FT/SEC. PRESSURE LINES,
3. VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE
Channel Main Drain Detail FLORIDA BUILDING CODE, PLUMBING. VALVES LOCATED UNDER CONCRETE
SCALE: 3/8" =1'-0" SLABS SHALL BE SET 1N A PIT HAVING AT LEAST A DIMENSION OF FIVE
DIAMETERS WITH A MINIMUM OF AT LEAST 10 INCHES AND FITTED WITH A
SUITABLE COVER. ALL VALVES SHALL BE LOCATED WHERE THEY WILL BE
READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL.
4. WHERE CHECK VALVES ARE INSTALLED, THEY SHALL BE OF THE SWING OR
VERTICAL CHECK PATTERN.
5. ALL HEATERS SHALL BE EQUIPPED WITH AN APPROVED PERMANENT BY-PASS
OR ANTI -SIPHON DEVICE INSTALLED TO PROVIDE A POSITIVE MEANS OF
PUMP FRAME OR FILTER RETAINING WATER IN THE HEATER WHEN THE PUMP IS NOT 1N OPERATION.
TANK MOUNT OR BEATER 6. ALL POOL PIPING SHALL BE 1.5" SCH. 40 PVC EXCEPT AS SHOWN AND SHALL
iPUMP,FILTER
POOL PUMP AND BEAR THE H.S.P. SEAL OF APPROVAL.
ER MFGR'S. N.O.A. 7. THIS POOL/SPA IS DESIGNED TO WITHSTAND HYDROSTATIC UPLIFT FORCES
CK REINFORCED CONCRETE SLAB WHEN EMPTY, FOR WATER TABLE UP TO 3'-0" BELOW POOL/SPA DECK
2" MIN. ELEVATION. HOWEVER, DUE TO SEASONAL VARIATIONS IN THE WATER TABLE
F.G. PUMP ELEVATIONS, ALL POOL/SPA SHALL BE FITTED WITH A HYDROSTATIC RELIEF
VALVE.
FI8. WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO THERE IS NO CROSS
SUCTION WITH A DOMESTIC WATER SUPPLY OF WATER DISPOSAL.
9. UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED, ANY WATER
SUPPLY WHICH IN THE JUDGEMENT OF THE ADMINISTRATIVE AUTHORITY
POOMAY BE USED TO FILL THE POOL IF EQUIPPED WITH BACK FLOW PROTECTION.
AND HEATER ANCHOR NO OVER -THE -RIM FILL SPOUT WILL BE ACCEPTED UNLESS LOCATED UNDER
POINTS MAY VARY A DIVING BOARD, OR PROPERLY GUARDED.
10. ALL POOL/SPA PIPING SHALL BE INSPECTED AND APPROVED BEFORE
POOL EQUIPMENT ANCHORING DETAIL COVERING OR CONCEALING. IT SHALL BE TESTED AND PROVED TIGHT TO
SEE MFGR. SPECIFICATIONS FOR ADDITIONAL ANCHORING THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC
- INFORMATION - EQUIPMENT SHAPES MAY VARY WATER TEST OF NOT LESS THAN 50 PSI FOR 15 MINUTES.
11. JOINTS AND CONNECTIONS SHALL BE MADE AS REQUIRED BY THE FBC,
SEVENTH EDITION (2020), PLUMBING REQUIREMENTS.
12. ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR
UNION CONNECTION ADJACENT TO THE HEATER.
13. PURPLE PRIMER CONFORMING TO ASTM F656 REQUIRED ON ALL PVC PIPING
PER FBC SEVENTH EDITION (2020) PLUMBING 605.21.3.
14. GAS PIPING SHALL COMPLY WITH FBC, SEVENTH EDITION (2020), FUEL GAS.
(SEPARATE PLANS AND PERMIT REQUIRED)
15. SWIMMING POOL/SPA WATER HEATERS SHALL BEAR THE LABEL OF A
RECOGNIZED TESTING AGENCY.
16. PROVIDE BACK FLOW PREVENTOR ON WATER SUPPLY -BY OTHERS.
POOL SYSTEM FLOW RATE: 150 GPM
(MAXIMUM FLOW FROM PUMP CURVE)
REC. PUMP = 2.7 HP JANDY VS -Plus HP VSPHP270
VARIABLE SPEED - LOW SPEED = 36 GPM MAX.
HIGH SPEED =150 GPM @ 50 TDH
3" SUCTION PIPE @ 150 GPM = 6.63 FT./SEC.
(8 FT./SEC. MAX. - SUCTION LINES)
2.5" BRANCH PIPE @ 75 GPM = 5.13 FT./SEC.
(6 FT./SEC. MAX. - SUCTION LINES)
3" PRESSURE PIPE @ 150 GPM = 6.63 FT./SEC.
(10 FT./SEC. MAX. - PRESSURE LINES)
CARTRIDGE FILTER = 150 GPM @ 1 GPM/ SQ. FT.
=150 SQ. FT. MIN. FILTER AREA
EQUIPMENT LAYOUT
SCALE: N.T.S.
LEGEND
1.
3"
SPA MAIN DRAIN LINE
2.
2"
VACUUM LINE
3.
3"
POOL MAIN DRAIN LINE
4.
2"
SKIMMER LINE
5.
3"
RETURN TO SPA THERAPY JETS
6.
3"
POOL RETURN LINE
A. 2.7 HP REC./THERAPY PUMP
W/ APPR. HAIR & LINT STRAINER
B. CARTRIDGE FILTER W/ PRESSURE
GAUGE AND AIR RELIEF VALVE
C. 1.5" TO WASTE OR DISCHARGE
TO GROUND
D. 400,000 BTU GAS HEATER W/
INTERNAL BY-PASS
E. VALVES (TYPICAL)
F. SALT GENERATOR
G. INSTALL PERMA-CAST PB-2011 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)
POOL/SPA SPECIFICATIONS
SIZE: 21'-11" X 27'-0" DEPTH: 3'-0" TO 4'-11"
VOLUME: 9,500 GALLONS
POOL ELEVATION: TOP OF COPING = 19.0' NAVD
TURN OVER RATE: 4.4 HR. (a 36 GPM MAX. - LOW SPEED
(TURN OVER RATE: 1.0 HR. *, 150 GPM - HIGH SPEED)
DESIGN FLOW RATE = 9,500 GAL./6 HRS./60 MIN. = 27 G.P.M.
TILE: STANDARD THERAPY JETS: 6 IN SPA
POOL/SPA FINISH: MARCITE OR EQUAL
PIPING: SCH. 40 INLETS: POOL (4) SPA (THRU JETS)
DECK: BY OTHERS ELECTRIC: BY OTHERS
POOL LIGHT: (2) JANDY LED - NICHELESS
SPA LIGHT: (1) JANDY LED - NICHELESS
LADDER: NO HANDRAIL: NO
REC./THERAPY PUMP: 2.7 HP JANDY VS -Plus HP VSPHP270
A.P.S.P. PUMP CERT.: CURVE A - 69.2 GPM @ 3450 RPM
FILTER: JANDY CS200 CARTRIDGE - 200 SO. FT. FILTER AREA
HEATER: (1) JANDY JXI400 - 400,000 BTU GAS W/
APPROVED POOL COVER OR LIOUID COVER
VACUUM LINE: YES
POOL AREA: 356 S.F. PERIMETER 92 L.F.
SPA AREA: 34 S.F. PERIMETER 24 L.F.
AUTO -FILL: YES OVERFLOW: YES
CHLORINE GENERATOR: JANDY AQUAPURE
POOL/SPA CONTROL SYSTEM: JANDY I-AQUALINK
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DRAWN BY:
WJC
CHECKED BY:
SMS
DATE:
3-5-21
SCALE:
AS NOTED
JOB NUMBER:
21 - 156
SKEET
3 OF 3