HomeMy WebLinkAboutPOOL LAYOUT & PIPING PLAN� N
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PLANS AND PERMIT MU BE KEPT ON JOB
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS F"
NtCIZ ? H ;yy REQUIRED BY FIELD INSPECTORS THAT w
MAY BE NE0168ARY IN ORDER TO F
COMPLY WITH ALL APPLICAUX OoDi6,
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ARE THE RESRONSIDILIT`(OFTHE C7
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48" MIN. HIGH FENCE
WITH SELF LATCHING GATE THAT
SWINGSOUT
AWAY FROM POOL AREA
VERIFY EXIST. FENCE IN PERIMETER BONDING
WIRE @ 18"MIN. -24" MAX.
COMPLIANCE W/ CHILD SAFETY FROM W.L. (SEE DETAIL)
BARRIER REQUIREMENTS PER FBC
SIXTH EDITION (2017) 601
101 2" SCH 40
F��� - ----- --------------� -- __H'z_ _
_ _ 2" SC
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--___ _�—
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(3) DECK JETS W/ (2) SKIMMER
1" SIPPLY LINE WIWLADDER
SUN SHELF STEPS AND VALVE AQIIASTAIt 32CDFL-32"
240 SQ. IN. MIN. CHANNEL DRAIN (316 GPM 3.9
TOP TREAD FT/SEC THRU GRATE - SINGLE
101 III 41 GNS ASME ANI A 1112 COMPLIANT
IW/ 9.8 - 20 O-
ICI STUB -OUT FOR OR EQUAL
POOL CLEANER °=
(3) LIGHTS 2.5" SCH 40
31 -1
o
— — — —_ 2L �5CH 40 —
2" SCH 40
2.5" SCH —
81 2" SCH 40
S II III 11r_1rr 77�-�I
o IIIIIIII 37'-3rr 10,
IIIIIIII _ 30'-5"
IIIIIIII
IIIIIIII g'
16' 2"
III 20, NOTE:
PROVIDE WINDOW AND DOOR
ALARMS ON ALL OPENINGS
EXISTING cFcl OUTLET THAT LEAD ONTO POOL AREA
PER FBC SIXTH EDITION, 2017
IIIIIIII
IIIIIIII EXIST. PORCH
IIIIIIII
SCANNED
stcucip
Y . .
PEQLIP. EXIST. RESIDENCE
SEEE SITE PLAN:
BY OTHERS
REINFORCED OR PRODUCT APPROVED
CONCRETE SLAB(S)
(FIELD VERIFY SIZE &LOCATION)
� POOL LAYOUT &PIPING PLAN
SCALE: 1/4"=1'-O"
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DRAWN BY:
MAP
CHECKEDBY:
WJC
DATE:
2-28-18
SCALE:
AS NOTED
.JOB NUMBER:
18 - 196
SHEET
1 OF 2
SAND SET, INTERLOCKING
PAVER DECK
BULLNOSE
BRICK COPING
SLOP DECK @ X" PER. FOOT
3" �.I ^ A ,�
18" MIN: 24" MAX.
(ENTIRE PERIMETER)
W.L.
\CLEAN FILL COMPACTED TO
95% MAX. DRY DENSITY
#8 SOLID BARE COPPER BOND BELOW
UNDER DECK ONLY
WIRE W/APPR. CLAMPS - SUB -GRADE
(ONE ON EACH SIDE OF
2-#3 DIA. REHAB
POOL-4TOTAL)
TOP OF BEAM
OR EQUAL REINFORCING STEEL
#3 DIA. REHAB @ 12" O.C. VERT.
& b" O.C. #3 DI IN LONG
#3 WALLS & DIA. REHAB @
6 IT
12"O.C.E.W. ELSEWERE-
#3 DIA. 12" O.C. LATERAL
& 6" O.C. LONG. RADIIUS
(FLOOR ONLY) VARIES
TYPICAL WALL SECTION
14"
3�
SPIPE
REDUCED TO I"
z
AND RUN TO DECK
<
/ BOX
2" SCH 40 PVC CORD
LED LIGHT SLEEVE
SP 10-22 WALL
FITTING - OR EQUAL
-- INSTALLED INSIDE PIPE
LED LIGHT DETAIL
to
(I) 48 SOLID BARE COPPER WIRE
BONDED TO POOL STEEL AS SHOWN
NOTE: BONDING WIRE REQUIRED AT PERIMETER OF POOL
EOUIPOTENTIAL BONDING DETAIL
PER FLORIDA BUILDING CODE ADAPTATION OF
N.E.C. 2014 SEC. 680.26
7
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VACUUM FITTING W/
SELF -CLOSING SAFETY COVER
(HAYWARD MODEL H400
OR EQUAL)
VACUUM LINE DETAIL
(WHEN APPLICABLE)
_ ..�_.• �t 'sJI
BENCH SECTION
(WHEN APPLICABLE)
HANDHOLD SHALL BE ACCESSIBLE WITHIN 4 FEET
NOT TO EXCEED 8 FEET AT ANY TWO POINTS
ALONG THE INSIDE OF THE POOL PERIMETER
WHERE THE WATER DEPTH EXCEEDS 4 FEET
HANDHOLD DETAIL
(WHEN APPLICABLE)
60'
43'
3' 14.33' 6" THICK POOL FLOOR AND
WALLS w/ #3 DIA. REBAR @ 12"
SLOPE 1' # 3 DIA. R BAR @ 6" O.C. LONG.
POOL SECTION
TYPE 'O' POOL
SKIMMER COVER W/
ADJUSTABLE COLLAR
4"
WRAP (2) #3 DIA. AROUND
SKIMMER, TIED TO POOL STEEL
I- LEAF BASKET
TOPOOLPUMP
25 GPM MIN. FLOW
SKIMMER DETAIL
T
6'
EXISTING HEAT PUMP W/ (2) #6 CU, (1) #10
00
NEUT. &. (1wo
) 010 CU GROUND IN: CONDUIT
GENERAL NOTES:
HEATER TO BE CONTOLLED BY A READILY
,_,
ACCESSIBLE ON -OFF SWITCH IN ADDITION
1. ALL LIGHTS, LADDERS, HANDRAILS, REINFORCING STEEL SHALL BE
N
ME
TO TIME SWITCH
GROUNDED PER CODE.
M
MANUAL MOTOR STARTER SWITCH
POOL PANEL W/ 80 AMP BRKR &
2• POOL TO BE CONSTRUCTED OF CONCRETE/GUNITE WITH A MINIMUM
W
(3) - #4 & (1) #10 GND 2.7 HP JANDY E-PUMP MOTOR w/
COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAYS.
Ey
THHN CU IN BUILT-IN OVERLOAD SWITCH W/3 -
3. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS
1 1/4" CONDUIT 010 THHN CU WITHIN Y2" MIN.
OF NEW BILLET STEEL, CONFORMING TO ASTM A-615, GRADE 60, STEEL SHALL
W
CONDUIT (GFCI PROTECTED)
BE BENT, LAPPED AND PLACED IN ACCORDANCE WITH ACI STANDARDS.
x
IME CLOCK
S. TOGGLE
4. GRATE IN MAIN DRAIN SHALL HAVE A FREE AREA OF 4 TIMES THE AREA OF
SWITCH
� W6. P. DISCONNECT
THE SUCTION LINE.
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12 VOLT TRANSFORMER
5. STEPS TO HAVE .A 10" MINIMUM TREAD AND A 12" MAXIMUM RISER
(3) POOL LIGHTS
NOT REQUIRED)
6. POOL TO BE FENCED PER LOCAL CODES.
(GFI JUNCTION BOX
7. GATES TO BE SELF -LATCHING, SELF -CLOSING AND LOCKABLE.
�W,q
8. DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY
0
1. ALL ELECTRICAL TO COMPLY WITH 2O14 NATIONAL ELECTRIC CODE.
WITH THE REQUIREMENTS OF ANSI/ NSPI 3; ANSI/ NSPI 4; ANSI/ NSPI 5;
'Z
ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY
ANSI/NSPI 6; AND ANSI/APSP 7 2006 AND ANSI/APSP.ICC-15 2011.
AT POINT OF CONNECTION.
2. 3412 THHN CU WITHIN M" MIN. CONDUIT FOR POOL LIGHT(S).
9. SPAS AND HEATED SWIMMING POOLS SHALL BE EQUIPPED WITH A COVER
hrl
V
3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC. w/ #8 SOLID, BARE COPPER.
DESIGNED TO MINIMIZE HEAT LOSS. EXCEPTIONS: OUTDOOR POOLS
F.(
4. PROVIDE W.P.G.F.I. OUTLET HY MIN. - 20' MAX. FROM WATER'S EDGE.
DERIVING OVER 70 PERCENT OF THE ENERGY FOR HEATING FROM
5. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B).
NON-DEPLETABLE ON -SITE RECOVERED SOURCES COMPUTED OVER AN
6. LOAD CALCULATIONS FOR EXISTING SERVICE AND PANEL - BY OTHERS.
OPERATING SEASON ARE EXEMPT FROM THIS REQUIREMENT.
ELECTRICAL DIAGRAM
10. ALL FEATURES OF THE POOL/SPA SHALL BE INSTALLED IN COMPLIANCE WITH
THE FBC SIXTH EDITION SWIMMING POOL AND
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(2017) -RESIDENTIAL -PRIVATE
O
LOCAL AMENDMENTS, IF ANY.
N.T.S.
It. RESIDENTIAL SWIMMING POOL BARRIER SHALL COMPLY WITH FBC SIXTH
Z,
EDITION (2017) - RESIDENTIAL CHAPTER 45 - PRIVATE SWIMMING POOL.
0
12. PRESUMPTIVE LOAD -BEARING VALUE OF SOIL -IN ACCORDANCE WITH FBC
SIXTH EDITION (2017) SECTION 1806.2 THE SOIL BEARING VALUE SHALL BE A
0
,I 32"----j 3 3/32"
MINIMUM OF 550 P.S.F. BASED ON A MAXIMUM OF 1/8" SETTLEMENT.
AQUASTAR 32CDFL - 32"
13. SHOULD ANY MUCK, MARL, OR OTHER ORGANIC SOILS BE DISCOVERED ON
CHANNEL DRAIN (316 GPM
@ 3.9 FT/SEC THRU GRATE - HYDROSTATIC RELIEF VALVE
EXCAVATION, THEY SHOULD BE REMOVED IN THEIR ENTIRETY, ALL
^
SINGLE UNBLOCKABLE PORT OR CAP OFF
CONSTRUCTION SHALL STOP AND THE ENGINEER OF RECORD SHALL BE
OR EQUAL 31/4"
CONTACTED TO CONDUCT AN INSPECTION.
14. POOL CONTRACTOR/OWNER BUILDERS TO VERIFY ALL POOL DIMENSIONS,
FLOOR
FINISH PLASTER -� .� r..
POOL LOCATION AND SETBACKS PRIOR TO CONSTRUCTION.
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(CONTACT ENGINEER IF ANY DISCREPANCIES OCCUR)
[�
MAIN DRAIN SUCTION LINE
- t5. POOL PLANS ARE DESIGNED TO MEET THE FBC SIXTH EDITION (2017) -
Q%
HYDROSTATIC RELIEF VALVE & TIED TOGETHER AS SHOWN
RESIDENTIAL - PRIVATE SWIMMING POOLS.
PERFORATED PVC COLLECTION ABOVE -PIPE SIZE PER
TUBE, WHERE REQUIRED PLAN
16. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN
ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP 7-2006 AND FBC SIXTH
MIN. %z YARD GRAVEL SUMP
EDITION (2017) - RESIDENTIAL CHAPTER 45.
NOTE: 25.9 SQUARE INCH OPEN AREA, WRAPPED W/ DRAIN FEILD
W
316 GPM= 3.9 FEET PER SECOND CLOTH (RECOMMENDED)
PLUMBING NOTES:
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1. ALL PIPING, EQUIPMENT AND MATERIALS USED IN THE PLUMBING SYSTEM OF
Channel Main Drain Detail
SWIMMING POOLS THAT ARE BUILT IN PLACE SHALL CONFORM TO THE FBC
SCALE: N.T.S.
SIXTH EDITION (2017), PLUMBING, CHAPTER 45 - PRIVATE SWIMMING POOLS.
2. POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT
W
EXCEED 6 FT/SEC ON BRANCH SUCTION LINES, 8 FT/SEC. ON SUCTION LINES
is
AND 10 FT/SEC. PRESSURE LINES.
C
3. VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE
U
PUMP FRAME OR FILTER
FLORIDA BUILDING CODE, PLUMBING. VALVES LOCATED UNDER CONCRETE
W
TANK MOUNT OR HEATER
SLABS SHALL BE SET IN A PIT HAVING AT LEAST A DIMENSION OF FIVE
E"
R POOL PUMP AND
DIAMETERS WITH A MINIMUM OF AT LEAST l0 INCHES AND FITTED WITH A
A
PER MFGR'S. N.O.A.
SUITABLE COVER ALL VALVES SHALL BE LOCATED WHERE THEY WILL BE
ICK REINFORCED CONCRETE SLAB
READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL.E.
MIN.4.
F.c.
WHERE CHECK VALVES ARE INSTALLED, THEY SHALL BE OF THE SWING OR
PUMP
iPUMP,FILTER
VERTICAL CHECK PATTERN.
5. ALL HEATERS SHALL BE EQUIPPED WITH AN APPROVED PERMANENT BY-PASSFI
ORANTI-SIPHON DEVICE INSTALLED TO PROVIDE A POSITIVE MEANS OF
RETAINING WATER IN THE HEATER WHEN THE PUMP IS NOT IN OPERATION.
6. ALL POOL PIPING SHALL BE 1.5" SCH. 40 PVC EXCEPT AS SHOWN AND SHALL
POO,
BEAR THE H.S.N. SEAL OF APPROVAL.
AND HEATER ANCHOR
7. THIS POOL/SPA IS DESIGNED TO WITHSTAND HYDROSTATIC UPLIFT FORCES
POINTS MAY VARY
WHEN EMPTY, FOR WATER TABLE UP TO 3'-0" BELOW POOL/SPA DECK
ELEVATION. HOWEVER, DUE TO SEASONAL VARIATIONS IN THE WATER TABLE
POOL EQUIPMENT ANCHORING DETAIL
ELEVATIONS, ALL POOL/SPA SHALL BE FITTED WITH A HYDROSTATIC RELIEF
SEE MFGR. SPECIFICATIONS FOR ADDITIONAL ANCHORING
VALVE.
INFORMATION - EQUIPMENT SHAPES MAY VARY
S. 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
MAY BE USED TO FILL THE POOL IF EQUIPPED WITH BACKFLOW PROTECTION.
NO OVER -THE -RIM FILL SPOUT WILL BE ACCEPTED UNLESS LOCATED UNDER
B O
A DIVING BOARD, OR PROPERLY GUARDED.
D
10. ALL POOL/SPA PIPING SHALL BE INSPECTED AND APPROVED BEFORE
C
F
COVERING OR CONCEALING. IT SHALL BE TESTED AND PROVED TIGHT TO
THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC
WATER TEST OR AIR PRESSURE TEST OF NOT LESS THAN 35 PSI FOR 15
MINUTES.
11. JOINTS AND CONNECTIONS SHALL BE MADE AS REQUIRED BY THE FLORIDA
BUILDING CODE, PLUMBING.
I(SEPARATE
12. ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR
E
UNION CONNECTION ADJACENT TO THE HEATER
13. PURPLE PRIMER REQUIRED ON ALL PVC PIPING PER FBC SIXTH EDITION (2017).
14. GAS PIPING SHALL COMPLY WITH FLORIDA BUILDING CODE FUEL GAS.
-
PLANS AND PERMIT REQUIRED)
O4
15. SWIMMING POOL/SPA WATER HEATERS SHALL BEAR THE LABEL OF A
RECOGNIZED TESTING AGENCY.
5 n n 1
16. PROVIDE BACK FLOW PREVENTOR ON WATER SUPPLY.
POOL SPECIFICATIONS
EQUIPMENT LAYOUT
SCALE: N.T.S.
#3 DIA. @ 6" O.C.E.W.
SIZE: 10' X 60' DEPTH: 3' TO 6'
IN SUN SHELF
VOLUME: 20,196 GALLONS ELEVATION: DET. ON SITE
LEGEND
12" 12"
TURN OVER RATE: 9.35 HR. (a, 36 GPM MAX. - LOW SPEED
(TURN OVER RATE: 2.24 HR. * 150 GPM - HIGH SPEED)
1.
2" VACUUM LINE
POOL SYSTEM FLOW RATE: 120 GPM
g'
DESIGN FLOW RATE: = 20,196 GAL./6 HRS./60 MIN. = 56 G.P.M.
2.
3" POOL MAIN DRAIN LINE
(MAXIMUM FLOW FROM PUMP CURVE)
8"
TILE: STANDARD THERAPY JETS: (NO)
3.
2" SKIMMER LINES
O.S"
POOL FINISH: MARCITE OR EQUAL
4.
1" DECK JET SUPPLY LINES
REC. PUMP = HP JANDY FLO PRO
W .L.
PIPING: SCH. 40 INLETS: POOL 4
5.
3" POOL RETURN LINE
- L MAX.
DUAL SPEED -LOW SPEED = 36 GPM MAX.
HIGH SPEED = 120 GPM @ 25 TDH
-21
10.5"
DECK: PAVERS ELECTRIC: BY OTHERS
A.
��
1.5 TO WASTE OR DISCHARGE
3 ucTION PIPE @ 120 GPM = 5.29 FT./SEC.
8 FT./SEC. MAX. - SUCTION LINES)
POOL LIGHT: (3) WHITE LED
`
10,g II
LADDER: YES S.S. HANDRAIL: NO
PUMP: 1.5 HP JANDY FLO PRO FHPM
B.
TO GROUND
2.7 HP REC. PUMP W/APPR HAIR
2.5" BRANCH PIPE(?, 60 GPM = 4.10 FT./SEC.
(6 FT./SEC. MAX. -SUCTION LINES)
2.5" PRESSURE PIPE 120 GPM - 8.20 FT./SEC.
",.:.
@
10.5"
A.P.S.P. PUMP CERT.: CURVE A - 27 GPM g 1.725 RPM
&LINT STRAINER
(10 FT./SEC. MAX. - PRESSURE LINES)
„-
WELL �-
�" �� -= .
FILTER: JANDY CS200
C.
CARTRIDGE FILTER W/ PRESSURE
CARTRIDGE FILTER = 56 GPM @ 0.375 GPM/ SQ. FT.
COMPACTED
�_
- 200 S . FT. FILTER AREA
GAUGE AND AIR RELIEF VALVE
= 149 SQ. FT. FILTER AREA
ER: EXISTING ELECTRIC HEAT PUMP
D.
EXISTING ELECTRIC HEAT PUMP W/
SOIL
4ARTRIDGE
ER TO BE CONTOLLED BY A READILY
INTERNAL BY-PASS
SUN SHELF STEP SECTION
SSIBLE ON -OFF SWITCH IN ADDITION TO TIME SWITCH
UUM LINE: YES
E.
F.
VALVES (TYPICAL)
INSTALL PERMA-CAST PB-2011 WATER BOND
POOL AREA: 600 S.F. PERIMETER 140 L.F.
OR APPROVED EQUAL TIED TO
SCALE: 3/8" = 1'-0"
AUTO -FILL: YES OVERFLOW: YES
PUMP GROUND W/ #8 SOLID COPPER
CHLORINE GENERATOR: YES
& APPROVED LUG (MIN. 9 SQ. IN
POOL CONTROLLER SYSTEM: NO
SURFACE AREA EXPOSED TO WATER)
PER MFGR'S SPECS (FIELD VERIFY LOCATION)
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DRAWN BY:
MAP
CHECKED BY:
WJC
DATE:
2-28-18
SCALE:
AS NOTED
JOB NUMBER:
18 - 196
SHEET
2 OF 2