HomeMy WebLinkAboutPOOL - SPA LAYOUT & PIPING PLAN0
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) - EXISTING OR SEE
SEPARATE PERMIT IF NEW - (BY OTHERS)
NOTEG
GROUND WATER MUST BE
BOTTOMLOWERED TO k kDEEPt
END PRIOR TO
OL
TO AVOID UPLIFTING (POPPING)
': k k
PROVIDE 24" WIDE -
FILTER CLOTH
(CENTERED) ALONG
VERTICAL JOINT@
POOL AND
RETAINING WALL -
TYP. BOTH SIDES
(BY OTHERS)
RETAINING
WALL -BY
OTHERS
NOTE
FINAL YARD GRADES TO BE FLUSH
WITH EDGE OF POOL DECK (OR POOL
WHERE NO DECK IS PROVIDED) AND TO
SLOPE AWAY FROM POOLtDECK AT
1':12' MAX. FOR FIRST 6' FROM EDGE,
RETAINING
WALL & STAIRS
W/ RAILING - BY
OTHERS
` -
m
%1ZOTEW x .�"
(Y 0381-1011
i'I;R1FY;
23'-8"
F---T---
I 4' -o"- T.,
F i _--
2`_4"
23'-4"
_3'_' SCH 40
PERIMETER BONDING
_30" T.O.C.
WIRE @ 1 (SE - 24" MAX.
FROM W.L.L. {SEE DE'I'A1L)
--'�-
---•
'—
2.5"
VANISHING
EDGE PIT
8
s
2` \ \
8'° T1Ht;.K COMMON
AUTO -FILL DEVICE
WALL SEE
\
3/4" FRESH WATER
SECTION SHEET 2
\
SUPPLY LINE FROM EX.
\ \ -0"- T.O.0
SOILS UNDER POOL STRUCTURE:
5'BEYOND TO BE PREPARED
ENGINEERINGACCORDANCE WITH ALLTERRA
REPORT DATED 10-6-2021 a"
RETAINING
WALL & STAIRS
W/ RAILING - BY
OTHERS
p,ECEIVED
,IAN 0 6 7017
Permitting Department
St. Lurie coun`v
HOSE BIBB - BY OTHERS
FIELD VERIFY H.B. LOC. &
2" OVERFLOW LINE TO
i ON -SITE DRAINAGE -'-
SYSTEM
2"SCH 40 STEPS -
(4) POOL (4) POOL 240 SQ. IN. MIN.
FILTERED TOP TREAD
EDGE FEATURE
INLETS
FLOOR INLETS
v 8" THICK FLOOR W/ 1.5" SCH 40--
I x #4111A. REBAR @ 12"
m O.C. LATERAL a 3" SCH 40
(2)AQUAS'I'AR 32CDFL-321°
I � CHANNEL DRAIN (316 GPM @ 3s & 6" O.C. LONG. � I 6
FT/SEC THRU GRATE SINGLE
UNBLOCKABLE COMPLIANT W/ 25'
ASM,E/ANSI A 112.19.8 - 2017 N 4 LED LIGHTS - I '^
3 SCH 40 I OR EQUAL P, O I IN
wl
STUB -OUT FOR
2.5" AI
18"BENCH-
POOL CLEANER
SCH ®
20"
BELOW
40 COI
W.L.
CENTERLLNEOFSPA -
FIELD VERIFY
2" SCH 40
19'-5"
e'
I
7'-11"
18"
8"
3'-611 3'-6't
�(�Cv V A SKIMMER I 6'-8"
\ \ I — 8"
® NICHELESS
I I MOTH
� I POOL HEATER/5 TO BE A MIN. OF 48"
a
V-6PO 1.9-67f
��—_— -----� \�— S3 2.5"Sc 40 —ti
1.5" SCH 40 � \ _ "®'
I
_24 2.5'
IN
12" ISED SPA �� I 7 r }- '
I
18" BENCH-20" BELOW W.L. & 24" BELOW W.L. I m
�i N I�
(6) THERAPY JETS I -20"
(2) FILTERED IN LET5 'I,
I
(2) AQUASTAR 32CDFL - 32" CHANNEL DRAIN I '
(316 GPM: @ 3.9 FTISEC THRU GRATE - SINGLE (— — — _ _
UNBLOCKABLE OR EQUAL) — — — — ��
SPA SIDE AIR SWITCH
(1) LED SPA LIGHT -NICHELESS 899 f 3" SC1i 40 �5" SCH 40
(1) T WIDE, SPILLWAY ( I— —
TILE BACKSIDE OF SPA DOWN TO DECK
l
10111W4010111 lllkf.Xoj ILI)r t
IN t, r r t t r t
VERIFIED W/ OWNER PRIOR
CONSTRUCTION
ONTROL LINES -
FIELD VERIFY
LOCATIONS
POOL/SPA LAYOUT & PIPING PLAN
SCALE: I/4"=I'-0"
1 6,-6vr I I HORIZONTAL FROM ANY DOOR,
OPERABLE WINDOW OR GRAVITY MR
INTAKE INTO BUILDING OR PER _
SUN SHELF I I MANUFACTURE'S SPECIFICATIONS,
6 DEPTH I I WHICHEVER GREATER T
I J
4a j I POOL/SPA. EQUIP. T
2'-4" I SEE SITE PLAN:
I I BY OTHERS
REINFORCED OR
2'-4" / PRODUCT APPROVED
CONCRETE SLAB(S)
(F1ELVERIFY SIZE &
_ _ - LOCATION)
t
SCH 40 2.5" SCH 40 :i" SCH
—40
GII 40 '�
18"BUNCH - —�/ j �aI5T... &�.�...`.
20" BELOW
W.L.
DECK -BY
OTHERS
NOTE:
.. �. �I b f� 1 .t �� � i 1 f t •�
NOTE
THESE PLANS ARE FOR POOL AND SPA
STRUCTURES, PLUMBING,
EQUIPMENT/ELECTRICAL & DECK
ONLY, ALI, OTHER FEATURES
DESIGNED BY OTHERS.
���G
�p GoJO o ^04
a v3G`� GG
in - 6®
DECK - BY
IS" MIN:MAX. 24" MA
12°'COPING-
OTHERS
INSTAL LED ONLY
SLOPI; DECK:CK
(ENTIRE, PERIMETER)
2„
N
a�
n,. PER. FOOT
�, a
3"wa..
W.L..
v,
6-
#8 SOLID BARE COPPER
-
,.. w
BOND WIRE W/APPR
- -
Yr
CLAMPS (ONE ON EACH
_ -.�
J®
SIDE OF POOL-4 TOTAL)
r
10" WIDE X 6" DEEP
f
I
BEVAM V t O 2 #4 DIA.
G Z
a �
REBAR CONT.
#8 SOLID BARE COPPER WIRE
0„
BONDED TO cool. STEEL As SHOWN
MARCITE
^''�
NOTE: BONDING WIRE REQUIRED AT PERIMETER OF POOL
OR EQUAI.
E EL
REINFORCING STEEL
#4 DIA. REBAR (k 12" O.C.
EQUIPOTENT[AL BONDING DETAIL
V ERT & 6" O.C.HORZ. IN
PER FLORIDA BUILDING CODE ADAPTATION OF
81,
-�-�'
LONG WALLS & #4 DIA.
N.E.C. 2017 SEC. 680.26
REBAR rt 12" O.CX.W.
/ RADIUS
ELSEWHERE -
#4 DIA. REBAR
12" O.C. LATERAL. VARIES
& 6" O.C. LONG.
(FLOORONLY) TYPICAL WALL SECTION
SLOPE TOP 2
APPLY BASECRETE WATER
PROOFING ON VANISHING 891 24" 8'P
EDGE WALL -PER
MANUFACTURES
SPECIFICATIONS
EXTEND Y ONTO POOL
FLOOR AND ADJOINING V-6"
WALLS I 1
BELOW
SUB -GRADE
44 DIA. REBAR a, 6"
O.C.E.W. IN COMMON
WALL ONLY -(TURN ALL
STEEL MIN. 24" INTO
WALLS & FLOOR)
um
a
PIPE REDUCED TO V
f
AND RUN TO DECK
i 3
/ BOX
2" SC H 40 PVC CORD
LED LIGHT SLEEVE
SP 10-22 WALL
FITTING - OR EQUAL
INSTALLED INSIDE PIPE
NICHELESS LIGHT DETAIL
12" 12" 12"
SKIMMER COVER W/
ADJUSTABLE COLLAR
ni4"
AECK-BY 01 HE lis
LEnF'BASKET
WRAP (2) #4 DIA. AROUND
POOL WALL. SKIMMER, TIED TO POOL
-.-m.-- STEEL ON EACH SIDE OF
SKIMMER
1 t17 POOL PUMP
25 GPM MIN. FLOW
POOL S'OTL
SKIMMER DETAIL
) , rnw NEUT.
IEAT PUMP / 2 #6 CU, 1 #10. 2.7 HP EDGE EE:ATL'RF, PUMP MOTOR w/
& (1) #10 CU GROUND IN 3/4" CONDUIT BUILT-IN OVERLOAD SWITCH W/ 3 - # N
C NNECT TO AMP-2P LE BREAKER O 0 O PIIH>I CU WITHIN 1/2" MIN. 1}IIII' ( D Cow DI
AT
TO 20 AMP - 2 POLE GFCI
HEATER (GAS) - IGNITION SWITCH 2.7
3 - 412 THHN CU WITHIN 112" CONDUIT 2.7 HP SPA THERAPY PUMP MOTOR wl
{CONNECT TO 20 AMP -1 POLE BREAKER} BUILT-IN OVERLOAD SWITCH W/ 3 - #10
TURN CU WITHIN 1/2" MIN. CONDUIT
(CONNECT TO 20 AMP - 2 POLK GFCI
CONTROLIPOOL PANEL, W/ 100 AMP BREAKER)
- 2 POLE BREAKER W/INTEGRAL
TIME CLOCK FOR PUMPS, MOTOR MANUAL MOTOR STARTER SWITCH
AND HEATER
MHEREC. PUMP MOTOR w/BUILT-IN
(2) - #3 LINE, (1) #4 NEU. & (1) #S OVERLOAD SWITCH W/ 3 - #10 TURN
EQUIPMENTGROUN'DING CU WITHIN 112" MIN, CONDUIT
CONDUCTOR THHN CU IN -- (CONNECT TO 20 AMP - 2 POLE GFCI
1 1/4" RPVC CONDUIT S.P3.T. TOGGLE BREAKER)
SWITCH
(4) LED POOL LIGHTS--" 12 VOLT TRANSFORMER
(GFI NOT REQUIRED) JUNCTION BOX
(1) LED SPA LIGHT
( GFI NOT REQUIRED)
1. ALL ELECTRICAL TO COMPLY WITH NEC 2017, SECTION 680.
ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACITY
AT POINT OF CONNECTION.
2. 3412 THHN CU WITHIN 112" MIN. CONDUIT FOR POOL LIGDT(S).
3. GROUND At,[, BOXES, LIGHTS, MOTORS, ETC. w/ #B SOLID, BARE COPPER.
4, PROVIDE W.P.G.F.I. OUTLET 10' MIN. - 20' MAX. FROM W ATER'S EDGE.
5. ALL POOL. PUMPS TO BE GFCI PROTECTED PER NEC 680.5.
6. LOAD CALCULATIONS FOR EXISTING SERVICE AND PANEL, - BY OTHERS.
7. ALL PVC CONDUITS EXPOSED TO SUNLIGHT TO RE: PAINTED
WITH APPROVED COATING.
EIJECT I .AL _ DIAGRAM
N.T.S.
6"
12 W.L. -
vP
j W.L. IN PIT - PUMP OFF
W.L. IN PIT - PUNIP ON 7.S"
241P (ESTIMATED 3P0 DRAW DOWN - 7• vP i CLEAN SOIL
EXTEND W.L. TILE TO BELOW 7.5vP '�I-e+v �- COMPACTED TO
#4 DIA, REBAR av .., i 95% MAX. DRY 32" �2"
11 _- DRAW DOWN 7.5 _ AQUASTAR32CDLz -3z"
(i I.2 ®.C',E.W. '- ) DENSITY CHANNEL DRAIN (316 GPM "•
HYDROSTATIC RELIEF VALVE
8" THICK FLOOR W/ Pv G 3.9 E T/SEC'THRU GRACE - PORT' OR CAP OFF
9 ® SINGLE UNBLOCKABLE 3 i!a°
WELL OR EQUAL
COMPACTED #4 DIA. BAR � 12 7
�" 3P O.C. LATERAL FINISH PLASTER FLOOR
SOIL 6" O.C. LONG. _
MAIN DRAIN SUCTION LINE
HYDROSTATIC RELIEF VALVE: & TIED TOGETHER AS SHOWN
S PERFORATED PvC COLLECTION ABOVE. - PIPE SIZE PER
TUBE., WHERE REQUIRED PLAN
VANISHING
VN SECTION SCALE: 3/8" = I'-O'v MIN.% YARD GRAVEL SUMP
...... .. NOTE: 25.9 SQUARE, INCH OPEN ARE. A, WRAPPED W/ DRAIN FEILD
SCALE: 3/8" = I' -Of' 316 GPM= 3.9 FEETPER SECOND CLOTH (RECOMMENDED)
Channel Maul Drain Detail
SCALE: N.T.S.
Q" 811
7 v CA (E
18"
12" 1 614
i1v4 W.L.
9
12"
q de9s 16"
#4 DIA. REBAR
�^ C, 12" O.C.E.W.
CLEAN SOIL �� IN SPA WALLS
COMPACTED TO
95% MAX, DRY #4 DIA. REBAR � 12'° `�
DENSITY
O.C°E.W.
,
IN SPA FLOOR I
_SPA. S I
ON
SCNLI 3/8" = 1>_ O
PUMP FRAME OR FILTER
TANK MOUNT OR HEATER
A
NCHORPOOL PUMP AND
ER MFGR'S. N.O A.
K REINFORCED CONCRETE SLAB2" MIN.F.G.PUMPFH71ATER
FILTER
POOL, PUMP, FILTER P''
AND HEATER ANCHOR
POINTS MAY VARY
POOL EOUIPMENT ANCHORING DETAIL
SEE; MFGR. SPECIFICATIONS FOR ADDITIONAL ANCHORING
INFORMATION - EQUIPMENT SHAPES MAY VARY
VACUUM FITTING Wl�
SELF -CLOSING SAFETY COVER
(HAYWARD MODEL #400
OR EQUAL)
VACUUM LINE DETAIL
E
BENCH SECTION
14'
EQUIPMENT LAYOUT
SCALE: N.T.S.
6'_6P, --�- 3'
8?_ " _
34 f./fv
SLOPE 1'
TYPE PO' POOL
LEGEND
1. 3" THERAPY JETS SUPPLY LINE
2. 3" SPA MAIN DRAIN LINE
3. 3" EDGE RETURN SUPPLY LINE
4. 3" PIT MAIN DRAIN LINE
5. 3" SPA MAIN DRAIN LINE
6. 2" VACUUM LINE
7. 3" POOL MAIN DRAIN LINE
8. 2" SKIMMER LINE
9. 2.5" SPA RETURN LINE
10. 3" POOL RETURN LINE
A. 2.7 HP EDGE FEATURE PUMP
B. 2.7 HP THERAPY PUMP
C. 1.5" TO WASTE OR DISCIIIARGE
TO GROUND
D. 2.7 HP REC. PUMP W/ APPROVED HAIR
& LINT STRAINER
E. CARTRIDGE FILTER W/ PRESSURE
GAUGE AND AIR RELIEF VALVE
F. 400,000 BTU GAS HEATER W/
INTERNAL BY-PASS
G. 132,000 BTU HEAT PUMP W/
INTERNAL BY-PASS
H. CHECK VALVES (TYPICAL)
J. VALVES (TYPICAL)
K. SALT GENERATOR
L. INSTALL PERMA-CAST PB-2008 WATER BOND
T:R APPROVED EQUAL TIED TO
V'UMP GROUND W/ #8 SOLID COPPER
1 APPROVED
f. . fO F SQ. IN
SURFACE AREA EXPOSED TO WATER)
S" THICK WALLS W/
#4 DIA. REHAR @ 12"
O.C. VERT.
& 611 O.C. HORS.
,a
8" THICK FLOOR W/
#4 DIA. REBAR a; 12"
O.C. LATERAL,
& 6" O.C. LONG.
6'
n sDEPTH: TO I
DEPTH:
4 DEPTH:
TOTAL VOLUME: 26,200 SALLONS
TURN OVER RATE. 12.1 HR. Eki 3366 GGPPM MAX. - LOW SPEED
(TURN OVER RATE: 2.9 HR. ,.
DESIGN RATE:GAL./6 %
THERAPYELEVATION: DET. ON SITE
POOL TILE: S TANDARD
POOL i ';
PIPING: SCH. !.
DECK: BY OTHERS ELECTRIC: BY OTHERS
POOL .■
y
SPA LIGHT:
O; HANDRAIL: NO
EDGE FEATURE PUMP: 2.7 HP JANDY E-PUMP - ,.
SPA THERAPY PUMP: 2.7 HP JANDY E-PUMP - VSSHP270AUT
JANDY
1 • AREA
HEATER {-
APPV.OVEDIi' COVEI
HEATER #2: JANDY JE300T - 132000 BTU HEAT PUMP
VACUUM LINk:: YES
POOL AREA: 016 S.F. PERIMETER 114 L.F.
SPA AREA: 49 S.F. PERIMETER 28 L°F.
PIT AREA: 87 &-f-t PERIMETER 93 L.F.
AUTO -FILL: YES OVERFLOW: YES
CHLORINE GENERATOR: JANDY AQUA PURE 1.400
POOL/SPA CONTROL SYSTEM: JANDY AQUALINK PS4
GENERAL NOTES:
1, ALL LIGHTS LADDERS HANDRAILS, REINFORCIVG STEEL SHALL BE
GROUNDED PER CODE.
2. POOL. TO BE CONSTRUCTED OF CONCRETE/GUNITE WITH A MINIMUM
COMPRESSIVE: STRENGTH OF3000 P.S.I. AT 28 DAYS.
3. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS
OF NEW BILLET STEEL, CONFORMING TO ASTM A-615, GRADE 60, STEEL SHALL
BE BENT, MIN. 40 DIA. LAP SPLICE AND PLACED IN ACCORDANCE WITH ACI
STANDARDS. PROVIDE 3" MIN. CONCRETE COVER OVER REINFORCING STEEL..
4. GRATE IN MAIN DRAIN SHALL HAVE A FREE AREA OF 4 TIMES THE AREA OF.
THE SUCTION LINE.
5, STEPS TO HAVE A 10 MINIMUM TREAD AND A 12 MAXIMUM RISER.
& POOL TO BE FENCED PER LOCAL. CODES.
7. GATES TO BE SELF -LATCHING, SELF -CLOSING AND LOCKABLE.
S. DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY
WITH THE CURRENT REQUIREMENTS OF ANSI/ NSPI 3; ANSI/ NSPI 4; ANSI! NSPI
5; ANSI/ NSPI 6; ANSI/APSP 7 AND ANSI/APSP.ICC-15.
9. SPAS AND HEATED SWIMMING POOLS SHALL BE EQUIPPED WITH A COVER
IESIGNED T'O NIINIMl'I,E IIEA'I' LOSS. EXCEPTIONS: OUTDOOR POOLS
DERIVING OVER 70 PERCENT OF THE ENERGY FOR HEATING FROM
NON-DEPLETABLE ON -SITE RECOVERED SOURCES COMPUTED OVER AN
OPERATING SEASON ARE EXEMPT FROM THIS REQUIREMENT.
10. ALI, FEATURES OF THE POOL/SPA SHALL BE INSTALLED IN COMPLIANCE WITH
THE FBC SEVENTH EDITION (2020) - RESIDENTIAL -PRIVATE SWIMMING POOL
AND LOCAL AMENDMENTS IF ANY
11 RESIDENTIAL SWIMMING POOL BARRIER SHALL COMPLY WITH FBC SEVENTH
EDITION (2020) - RESIDENTIAL CHAPTER 45 - PRIVATE SWIMMING POOL.
12. PRESUMPTIVE LOAD - BEARING VALUE OF SOLI, - IN ACCORDANCE WITH FBC
SEVENTH EDITION (2020) SECTION 1506.2 THE SOIL BEARING VALUE SHALL BE A
MINIMUM OF 1500 P.S.F. (FOLLOW GEOTECHNICAL ENGINEERING REPORT
RECOMMENDATIONS OR INDUSTRY ACCEPTED STANDARDS - BY OTHERS)
13. SHOULD ANY MUCK, MARL, OR OTHER ORGANIC SOILS BE DISCOVERED ON
EXCAVATION, THEY SHOULD BE REMOVED IN THEIR ENTIRETY, ALL
CONSTRUCTION SHALL STOP AND THE ENGINEER OF RECORD SHALL BE
CONTACTED TO CONDUCT 1 INSPECTION.
14. POOL CONTRACTOR/OWNER BUILDERS TO VERIFY ALL POOL DIMENSIONS,
POOL LOCATION AND SETBACKS PRIOR TO CONSTRUCTION.
(CONTACT ENGINEER IF ANY DISCREPANCIES OCCUR)
15. POOL PLANS ARE DESIGNED TO MEET THE FBC SEVENTH EDITION (2020) -
RESIDENTIAL - PRIVATE SWIMMING POOLS.
16. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN
ACCORDANCE WITH REQUIREMENTS OF ANSI/APSP 7-2013 AND FBC SEVENTH
EDITION (2020) - RESIDENTIAL, CHAPTER 45.
17. GROUND WATER MUST BE LOWERED TO BOTTOM OF DEEP END PRIOR TO
EMPTYING POOL, TO AVOID UPLIFTING (POPPING) OF POOL.
PLUMBING NOTES;
1. ALL PIPING, EQUIPMENT AND MATF,RI A.LS USED IN THE PLUMBING SYSTEM OF
SWIMMING POOLS THAT ARE BUILT IN PLACE SHALL CONFORM TO THE FBC
SEVENTH EDITION (2020), PLUMBING, CHAPTER 45 - PRIVATE SWIMMING POOLS.
2. POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT
EXCEED 6 FT/SEC ON BRANCH SUCTION LINES, 8 FT/SEC. ON SUCTION LINES
AND 10 FT/SEC. PRESSURE LINES.
3. VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE
FLORIDA BUILDING CODE, ,PLUMBING. VALVES LOCATED UNDER CONCRETE
SLABS SHALL BE SET IN A PIT HAVING; AT LEAST A DIMENSION OF FIVE,
DIAMETERS WITH A MINIMUM OF AT LEAST 10 INCHES AND FITTED WITH A
SUITABLE COVER. AI.,I, VALVES SHALL BE LOCATED WHERE THEY WILL BE
READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL.
4. WHERE FRE CHECK VALVES ARE INSTALLED, THEY SHALL BE OF THE SWING OR
VERTICAL C'H:ECK PATTERN.
5. ALL HEATERS SHALL BE EQUIPPED WITH AN APPROVED PERMANENT BY' -PASS
OR ANTI SIPHON DEVICE INSTAI LF.D 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
BEAR THE H.S.P. SEAL OF APPROVAL.
7. THIS POOL/SPA IS DESIGNED TO WITHSTAND HYDROSTATIC UPLIFT FORCES
WHEN EMPTY, FOR WATER TABLE UP TO Y-0" BELOW POOL/SPA DECK
ELEVATION. HOWEVER, DUE TO SEASONAL VARIATIONS IN THE WATER TABLE
ELEVATIONS, ALL POOL/SPA SHALL BE FITTED WITH A HYDROSTATIC RELIEF
VALVE.
8. 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 BACK FLOW PROTECTION.
NO OVER -THE -RIM FILL: SPOUT WH,L BE ACCEPTED UNLESS LOCATED UNDER
A DIVING BOARD, OR PROPERLY GUARDED.
10. ALL POOL/SPA PIPING SHALL BE INSPECTED AND APPROVED BEFORE
COVERING OR CONCEALING. IT SHALL BE TESTED AND PROVED TIGHT TO
THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC
WATER TEST OF NOT LESS THAN 50 PSI FOR 15 MINUTES.
IL JOINTS AND CONNECTIONS SHALL BE MADE AS REQUIRED BY THE FBC
SEVENTH EDITION (2020), PLUMBING REQUIREMENT'S.
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 ANI) PERMIT REQUIRED)
15. SWIMMING POOL/SPA WATER HEATERS SHALE SEAR THE LABEL, OF A
RECOGNIZED TESTING AGENCY.
16. PROVIDE BACK FLOW PREVENTOR ON WATER SUPPLY - BY OTHERS.
POOL SYSTEM FLOW RATE- 15GP
(MAXIMUM FLOW FROM PUMP CURVE)
REC. PUMP = 2.7 HP JANDY E-PUMP - VSSHP270AUT
VARIABLE SPEED - LOW SPEED = 36 GPM MAX.
HIGH SPEED =150 GPM aa> 42 TDI-I
3" SUCTION PIPE {a% 150 GPM = 6.63 FT./SEC.
(8 FT./SEC. MAX. - SUCTION LINES)
2.594 BRANCH PIPE (a-), 75 GPM = 5.13 FT./SEC.
(6 FT./SEC. MAX. - SUCTION LINES)
3" PRESSURE PIPE (41 150 GPM'. = 6.63 FT./SEC.
(10 FT./SEC. MAX. - PRESSURE LINES)
CARTRIDGE FILTER = 150 GPM n I GPM/ SQ. FT.
=150 SQ. FT. MIN. FILTER AREA
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