532 ATLANTIC BEACH CT - POOL DWGS I
I
GENERAL NOTES II
AN UNSPI 5,ANSUNSPt 7
1. CODES USED:2014 FLORIDA BUILDING CODE,RESIDENTIAL EDITION,ANSIINSPI 3,
ANSIIAPSP 15. a
2. ALL DESIGN,CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH AP LICABLE CODES AND L
AUTHORITIES HAVING JURISDICTION OVER THE WORK. s
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING -
CONSTRUCTION.
✓ � � o I
4. DETAILS FOUND WIT THESE DRAWINGS ASSUMED TO BE TYPICAL D TAILS FOR THIS JOB
NGS SHALL B
ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHE WISE ON THE PLANS.
o
NER
SHALL
5 PROVIDEF70 TACE
ICONTRAC ONR A REPORTS WERE O OF THE UBSUR ACE CONDITIONS,SOIL RE ARAAVAILABLE AT THE TIME OF THIS DESIGN. THE TIONS NOTED
IN SAID
DE REPORT
OF THIS STRUCTURE WAS UNLESS
PERFMORE STRIN MED ASSUMING N 500PSF SOIL CAP CITY T DESIGN IS SPI D WITHIN THESE
PLANS n
C�a� J �'- 28'A"
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THE SE PLANS. C` °L
7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERT Y ALL EXISTINGINEW / SKIMMER
ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES,AND NOTIFY E GINEER IMMEDIATELY ��`N� EXEPEND
BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES ANpOR CONDIDISCRTIONS.
THAT MIGHT exR 3'DEfP
EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIO S. THE CONTRACTOR �^+ 51 DEEP END
OTHER SUCH Q Pv § END !
SHALL OTHER MEASURES TNECESSARY RY BRACING/SHORING,
OINPRO ECTGTHEMSTTRUCTUREPAND ANDY PERSONNELITDURING 7 GG O v
/tel U
CONSTRUCTION.THE DESIGN ADEQUACY AND SAFETY OF ABOVE LEMS ARE THE SOLE RESPONSIBILITY OF I N
THE CONTRACTOR. r I O W V M
CONCRETE NOTES UJ m LL
ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318,LA EST EDfF ICA"BUILDING b
1. \\ Q U U
CODE REQUIREMENTS FOR REINFORCED CONCRETE",AND AC1301,LATEST EDITAO ,"SPECIFICATIONS FOR l
STRUCTURAL CONCRETE" 5 N W Z W
2, ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE,(145 PCF S ALL FOUNCEMED,
T SHALL CONFORM ALL
- \
ASTM C150,TYPE 1.MAXIMUM AGGREGATE SIZE SHALL BE 1Yi'INCHES FOR FOUND TIONS,AND "FOR ALL O V
SLABS AND SHALL CONFORM TO ASTM C33. I Q
3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 2 DAYS.-A615.ALL CONCRETE 7 N
4 RALL REINFORCEENT SHALL BE EINFORCEMENMSHALL BE FABRICRA D E4 NSTALORMD BARS LEDESUPPORED AND SIPACEDTO AIN FORMS AND SECURED IN \ ALARMS N DOORS O O
y
PLACE IN ACCORDANCE WITH ACE 315,"DETAILS AND DETAILING OF CONCRETE REINFORCEMENT' AND WIN WS LEADING U
b
5. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAME ERS OR 24",WHICHEVERh EDDL TO POOL REA
IS GREATER.
QUIP
6. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS;
6.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSE TO EARTH I nC 6.2. 2" REINFORCEMENT. VRIGA RESIDENCEFOR CONCRETE EXPOSED TO EARTH AND WEATHER \6.3. 1 V2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMA Y ELECTRICAL/GROUNDING NOTES
1. ALL ELECTRICAL WORK COMPLETED PER CURRENT NEC.2. EQUIPOTENTIAL BOO "ING H RIZONTALLY BEYOND THE 3. PER 680.26C OF 2011 NEC,#8 AWG WIRE BURIED IN SAND 6DOWN AND 24"INSIDE WALLS OF POOL.
4. #8 AWG BARE SOLID COPPER BONDING JUMPER SHALL BE INSTALLED IN AT LEAST FOUR LOCATIONS Z
AROUND PERIMETER OF THE POOL OR SPA. W
LL
5. ALL METALLIC ITEMS WITHIN 5'-0"OF WATER'S EDGE OF POOL TO BE BONDEp ATH#8 SOLID INSULATED I
WIRE. \
6. ALL GROUND WIRES CONNECTED TO STEEL WITH BRASS GROUND LUGS. W
T. GFI OUTLET BETWEEN 10-20'FROM POOL W Z
FILTER NOTES `
1. TIMER TO BE INSTALLED TO ALLOW POOL OWNER MANUAL CONTROL OF FILTRAI ION PUMP.
2. FILTRATION PIPING MUST BE SIZED SUCH THAT WATER VELOCITY DOES NOTE GEED 8FPS IN THE RETURN \
LINE AND 6FPS IN THE SUCTION LINE. I
3. FILTER AREA SIZED FOR 6 HOUR TURN OVER FLOW RATE.
4. FILTER PUMPS REQUIRE MINIMUM 4"PIPE.
5, ALL INLET FITTINGS TO BE DESIGNED AS DIRECTIONAL. ° \`/) i
6. A MINIMUM 18" HORIZONTAL OR VERTICAL PIPE BETWEEN FILTER AND HE TER SHALL BE PROVIDED. FILE COPY
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EXCEPTION:DEDICATED SUCTION AND RETURN LINES MAY BE INSTALLED TOA LOW FOR FUTURE ADDITION \
OF SOLAR HEATING SYSTEM. +•aIa%e#$vCa� M
7. DESIGN PER ANSVAPSP7 2006,INCLUDING,BUT NOT LIMITED TO,SUCTION EN PMENT AVOIDANCE \ r l,4ANNA
J
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8. SHALL BE SCH 40 PVC.PIPING SHALL BEAR THE NSF-PW SEAL AND COMPLY WITH THE 2014 FBC. ✓l °°••®® •• o
PIPING NOTESCOMPLIANCE.-
PIPINGE• • � $
RE�t1E61UEQ FOR CODE , e° °•°• �, O m �
1.
PIPING SHALL BE SCH 40 PVC.PIPING SHALL BEAR THE NSF-PW SEAL AND COM LY WITH \ ���OF ATLANTIC
BEACK \�,
THE 2014 FBC. \v/ 1 F a
2. PRESSURE PIPING AND MAIN DRAIN PIPING MUST BE PRESSURE TESTED PRIG TO QUNITE REQUIREMENT PERMITS FOR ADDITIONAL `
INSTALLATION. REQUIREMENTS AND CONDITIONS � � ko.ol
3. PROVIDE 5 PIPE DIAMETER CLEAR LENGTH BEFORE PUMPS ON SUCTION SIDE. PLAN
4. kp
LABEL ALL VALVES AND PIPES
YIT�E
r-0 DATE:E: ° ( t G 0� • OF 4
5. LAPEL TO BE INSTALLED 18"BELOW GRADE AND BACKFILLED WITH CLEAN SAN . REVIEWED®Y:
6. POOL TO BE PRE-FILTERED IF USING WELL WATER. >.
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TO 12"BELOW WATER LINE. 1—
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2"VACUUM LINE 0
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OOL PIPING PLAN .tJ2
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6-0"MIN PUMP LINE TYPE SIZE- FLOW(GPM) FPS
- — - _ -
CURVE A @3450- 36 GPM MAIN DRAIN „ 36 2.35 �
2 '-6” 5'-0"MIN - GALLONS 11,700 LINE POOL 2-1/2 46 3A1
TURNOVER 6HOURS 36 3.68
"J"BOX 12"MIN FILTER RATE MAX 375 GAL PER S.F. RETURN LINE 2" 46 1 4.7 3
12" 12' WATER LEVEL ABIVE WATERLINE
4'-0" POOL SPECIFICATIONS
TRANSFORMER LENGTH 29-0"
WDTH 14'-0"
MIN DEPTH T-0" $ o
LIGHT 18"MIN -- -- - -/ \ - - MAX DEPTH 5'0"
MAX FLOOR BELOW WATERLINE AREA 392SF R
SLOPE IS 1:7 PERIMETER 84FT
VGB APPROVED INLETS 4
SECURED DRAIN LIGHT($) (1)LED 12V
GRATE. FILTER HAYWARD CARTRIDGE C1200 s
SKIMMERS 1 9 -
AOOL SECTION TAPCONS H ROSTATIC K 6"POOL SHELL MAIN DRAINS
(2)VGB HAYWARD WG 1154 AV
DECK PAVER DECK
NTS VALVE WITH o U N
W LLPOINT GRAVEL z S �
SUMP Q w M
PER NEC,INSTALL#8 AWG WIRE BURIED 6"BELOW GRADE AND 24" #8 AWG SOLID
HORIZONTALLY BEYOND INSIDE WALLS OF POOL.WIRE TO BE INSTALLED IN A COPPER Z
MINIMUM OF 4 LOCATIONS AROUND POOL SHELL.SEE BONDING GRID DETAIL. BONDING f- U
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oLIGHT CORD ® Q U
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L (3)912 IN 112" COAT BOND CONNECTION Q Z
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Z ? o Q J EL #B AWG COPPER COMPOUND,TYP.WITH APPROVED POTTING Q g
H WIRE,INSULATED ' "
F- MAIN POOL 12V UNDERWATER UL
FILTER _ AND EPDXY COATED. 3-O MIN Q ® Q
G_9 PANEL PANEL APPROVED LIGHT HAYWARD WG 1154 AV, RATED
DIAMOND BRIGHT 125 GPM EACH.COVER WITH
VGB APPROVED SECURED
DRAIN GRATE TYP ALL. a3 4
9
cNLORINATOR LIGHT 12V TX "J"Box / RAIN DETAIL °
SWITCH / E NT5
IC-20 GFI // #3 STEEL AT 12 O6-POOL SHELL ,CN
CONTROLLER W #8 AWG COPPER % EACH WAY.
Z 3WIRE,INSULATED
SP _—AND EPDXY COATED _/ (nR �"——---- J
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N N N Zv POOL
POOLPUMP POOL
FILTER 6E �
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COVER PER NEC INSTALL#8 AWG WIRE BURIED 6"
POOLWA L 1/4"X2" - _ BELOW GRADE AND 24"HORIZONTALLY BEYOND „..+"$ � �`
4 THJCK FIBER
s TAPCONS a INSIDE WALLS OF POOL.WIRE TO BE INSTALLED
REINFORCED�SLA :
A ..,°°,..°. >Qd
IN A MINIMUM OF 4 LOCATIONS AROUND POOL
QUIPMENT ANCHORING r SHELL.SEE BONDING GRID DETAIL. e °®° :� a 'gf
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f-u%EQUIPOTENTIAL BONDING GRID ' S
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F KIMMER ETAIL ®®® 4 OF 4
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5'-0"MIN PUMP
4 CURVE A @3450 36 GPM m
27'-6" 705'-0"MIN— GALLONS 11,700
TURN OVER 6 HOURS
"J" BOX 12"MIN FILTER RATE MAX .375 GAL PER S.F.
12",12' WATER LEVEL ABIVE WATERLINE POOL SPECIFICATIONS g
4'-0"
I TRANSFORMER LENGTH 28'-0"
W DTH 14'-0"
MIN DEPTH T-0"
MAX DEPTH 5'-0'
LIGHT 18"MIN ---_ --.__ ----------_i AREA 3925E
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MAX FLOOR BELOW WATERLINE
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SLOPE IS 1;7 PERIMETER 84FT N
VGB APPROVED INLETS 4
SECURED DRAIN o
LIGHT(S) (1)LED 12V
FILTER HAYWARD CARTRIDGE C1200 0
GRATE. SKIMMERS 1 $ N
1/4"X2" ! ° MAIN DRAINS 1 (2)VGB HAYWARD WG 1154 AV a
L SECTION N HYDR STATIC k 6"POOL SHELL DECK PAVER DECK
A N700 TAPCO S VALVE WITH 0 U
WELLP INT GRAVEL ~! LINE TYPE SIZE CODE FLOW(GPM) FPS Z = N
SUMP MAIN DRAIN APSP-7 36 2.35 W U co
LINE POOL 2-112 APSP-15 46 3.01 U Z Lu ILL
RETURN LINE 2"
APSP-7 36 3.68 LU m z
APSP-15 46 4.7 >-
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O 0 ' }— PER NEC,INSTALL#8 AWG WIRE BURIED 6"BELOW GRADE AND 24" #8 AWG SOLID (1 Q <
V- qj 0 W tU HORIZONTALLY BEYOND INSIDE WALLS OF POOL.WIRE TO BE INSTALLED IN A COPPER J c Z
pD W — V J MINIMUM OF 4 LOCATIONS AROUND POOL SHELL.SEE BONDING GRID DETAIL. BONDING cn
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Z ast EQ EQ O O Q
FILTER w m LIGHT CORD U _!
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n POOL IN CONDUIT
( (3)#121N 112- COAT BOND CONNECTION
XV PANEL CONDUIT WITH APPROVED POTTING
co 15A #8 AWG COPPER COMPOUND,TYP. m
MAIN POOL 20A GFI WIRE,INSULATED X-0 MIN a� a� 30
PANEL PANEL AND EPDXY COAT ED. 12V UNDERWATER UL 26 oa
APPROVED LIGHT HAYWARD WG 1154 AV,RATED
DIAMOND BRIGHT 125 GPM EACH.COVER WITH
FINISH
IC-20 a VGB APPROVED SECURED
CONTROLLER w / DRAIN GRATE,TYP ALL.
Z CHLORINATOR „ „ /
J (3)#121N 112" LIGHT 12V TX J BOX / !A
IW- GFI CONDUIT SWITCH i ENTRAIN DETAIL J
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/6"POOL SHELL WITH Q
/ #3 STEEL AT 12 O.C.
#8 AWG COPPER % EACH WAY.
> 220V WIRE,INSULATED i LLI
Z > W Z Z $/AMP' PUMP ___AND EPDXY COATED _
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POLL WALL POOL PUMP FILTER `' (}
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PER NEC, INSTALL#8 AWG WIRE BURIED 6" y
1/4"X2" 4'°'THICK FIBER , v. BELOW GRADE AND 24"HORIZONTALLY BEYOND ® 932
CAP TILE I -k"' - TAPCONS s ., INSIDE WALLS OF POOL.WIRE TO BE INSTALLED
,I REINFORCED SLAB.
BASKET IN A MINIMUM OF 4 LOCATIONS AROUND POOL ®F Sheet lieu.
QUIPMENT ANCHORING SHELL.SEE BONDING GRID DETAIL.
V NTS I®�` ®® s
/�:WIM OUT DETAIL
2`SKIMMER LINE
H N QUIPOTENTIAL BONDING GRID GE e
KIMMER DETAIL E �
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�-72SOJI)M6�Ej IFIES THREE METHOR DETE�RININGCTHE
MAXIMUM SY TEM FLOW RATE. THE u TO AL HEAQ IN FEET CONVERSION CHART
OLLOWD TDH CALCULATIO�DSF
E OF TDI ] CALCULATION OPTIONS:
INCHES MERCURY(VACUUM GAUGE)
FOR EACH PUMP
0 2 4 6 8 10 12 14 16 18
SIMPLIFIED MAXIMUM SYSTEM FLOW RATE: 1 0.0 2.3 4.5 9.1 9.0 11.313.615.818.120.3
CHECK ONE 1 2.3 4.6 6.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7
2 4.6 6.9 9.1 11.4 13.7 15.9 18.2 20.4 22.7 25.0
MINIMUM FLOW RATE REQUIRED:35 GPM PER SKIMM R d 3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3
1. CALCULATE POOL VOLUME:3�_X _X 7.48 GAL/CUBIC FOOT)= 11749 7x.9 SIMPLIFIED TOTAL DYNAMIC HEAD(STDH) 4 9.2 11.5113;8 16.0 18.3 20.5 22.8 25.1 27.3 29.6
(SURF.AREA) (AVG.DEPTH) (VOL.IN GAL.) � COMPLETE STDH WORKSHEET-FILL IN ALL BLANKS 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 274'29_.6 31.9
2. DETERMINE PREFERRED TURNOVER TIME IN HOURS: X 60(MIN.IHR.)_ 0 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31-9134.2
(Hou S) (TURNOVER IN MIN.) TOTAL DYNAMIC HEAD(TDH) 7 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5
'7 o���� COMPLETE PROGRAM OR OTHER CALCS. FILL IN REQUIRED 8 18.5 20.7 23.0 25,3 27.5 29.8 32.0 34.3 36.6 38.8
3. DETERMINE MAX FLOW RATE: 117.249 1 3 _ + _ 9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1
(VOL.IN GAL.) (TURNOVER M NS.) (POOL FLOW RATE) (FEATURE FLOW RATE) (SYSTEM FLOW RATE) BLANKS ON WORKSHEET&ATTACH CALCULATIONS 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4
4, SPA JETS: X GPM PER JET= FLOW RATE 11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.5 45.8
(NO.OF JETS) (JET FLOW) (TOTAL JET FLC W RATE) MAXIMUM FLOW CAPACITY 12 27.7 30.0 32.2 34.5 35.8 39.0 41.3 43.5 45.8 48.1
(FOR SINGLE PUMP POOLISPA COMBO, USE THE HIGHER OF NO. 3 DR NO.4 IN THE FOLLOWING CALCULATIONS FOR THE POOL&SPA} a OF THE NEW OR REPLACEMENT PUMP 13 30.0 32.3 34.5 36.8 39.1 41.3 43.6 45.9 48.1 50.4
14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7
15 34.6 36.9 39.2 41.4 43.7 45.9 50.5 52.7 55.0
DETERMINE PIPE SIZES. 16 37.0 39.2 41.5 43.7 46-0 48.3 50.5 52 8155.0157_3
o` 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6
BRANCH PIPING TO BE_A INCH TO KEEP VELOCITY @ 6 FF S MAX.AT �'�1 GPM MAXIMUM SYSTEM FLOW RATE. 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9
NOTES: 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2
20 46.2 48.5 50.7 53.0 55.2 57.5 59.8 62.0 64.3 66.5
TRUNK PIPING TO BE INCH TO KEEP VELOCITY @ 8 FPS, MAX.AT �Z�'� GPM MAXIMUM SYSTEM FLOW RATE 1. IF A VARIABLE SPEED PUMP IS USED, 21 48.5 50.8 53.0 55.3 57.6 59.8 62.1 64.3 66.6 68.9
/1 USE THE MAX. PUMP FLOW IN 22 50.8 53.1 55.3 57.6 59.9 62.1 64.4166-6 68.9 71.2
RETURN PIPING TO BE 2. INCH TO KEEP VELOCITY @ 10 F S MAX.AT �GPM MAXIMUM SYSTEM FLOW RATE 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69.0 71.2 73.5
CALCULATIONS. 24 55.4 57.7 60.0 62.2 64.5 66.7 69.0 71.3 73.5 75.8
2. FOR SIDE WALL DRAINS,USE 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.1
DETERMINE SIMPLIFIED TDH. APPROPRIATE SIDE WALL DRAIN 26 60.1 62.3 64.6 66.8 69.1171.4 73.6 75.9 78.1 80.4
FLOW AS PUBLISHED BY 27 62,4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 80.5 82.7
1. DISTANCE FROM POOL TO PUMP IN FEET: MANUFACTURER. 28 64.7 66.9 69.2 71.5 73.7 76.0 78.2 80.5 82.8 85.0
c 3. IN-FLOOR SUCTION OUTLET 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.8 85.1 87.3
2. FRICTION LOSS (IN SUCTION PIPE) IN 2-0 INCH PIPE PER 1 FT. @ �- GPM= w�✓ (FROM PIPE FLOW/FRICTION LOSS CHART) COVER/GRATE MUST CONFORM TO 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6
®/ MOST RECENT EDITION OF 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92.0
3. FRICTION LOSS (IN RETURN PIPE)IN INCH PIPE PER 1 FT. @ GPM= r�S (FROM PIPE FLOW/FRICTION LOSS CHART) ASME/ANSI Al 12.19.8 AND BE 32 73.9 76.2 78.4 80.7 83.0 85.2 87.5 92.7 92.0 94.3
33 76.2 78.5 80.7 83.0185.&87.5 89.8 92.0 94.3 96.6
60 ® / EMBOSSED WITH THAT EDITION. 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9
4 X . _ APPROVAL. 35 80.9 83.1 85.4 87.6 89.9 92.2 94.4 96.7 98.9 01.2
(LENGTH OF SUCT.PIPE) (FT OF HEAD/1 FT OF PIPE) (TDA S Cl.PIPE) TDH IN PIPING: 4. PUMP& FILTER MAKE, MODEL AND NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER
5 66/ X _ q LOCATION CAN NOT CHANGE
(LENGTH OF RETURN PIPE) (FT OF HEAD/1 FT OF PIPE) (TDH RETURN PIPE) WITHOUT SUBMITTING REVISED THAN THE CALCULATED TDH
FILTER LOSS IN TDH (FROM FILTER DATA SHEET}: a PLANS AND TDH WORKSHEET.
CHART 2
HEATER LOSS IN TDH (FROM HEATER DATA SHEET):_
TOTAL ALL OTHER LOSS: r REVIEWED FOR CODE COMPLIANCE ...:
CITY OF ATLANTIC BEACH
SELECTED PUMP AND MAIN DRAT COVER: ry
TOTAL SIMPLIFIED TDH: /�' � SEE PERMITS FOR ADDITIONAt W.
REQUIREMENTS AND CONDITIONS
�
PUMP SELECTION 17 USING PUMP CURVE REVIEWED ED BY: DATE:..�'V=1 G
THE FOLLOWING CUT
(PUMP MODEL&SIZE IN HP) FOR SIMPLIFIED TDH&SYSTEM FLOW RATE
.- SHEETS ARE INCLUDED
i/
MAIN DRAIN COVER (SYSTEM FLOW RATE FLOW AND FRICTION LOSS PER FOOT � PUMP HEATER
(MAKE&MODEL) MUST NOT EXCEED APPROVED COVER FLOW RATE) SCHEDULE 40 PVC PIPE
FILTER THERAPY JETS
NOTES: MINIMUM SYSTEM FLOW BASED ON MIN. FLOW PER SKIMM R OF 35 GPM. VELOCITY-FEET PER SEC ND 0
PIPE SIZE 6F S 8 FPS I 10 FPS MAIN DRAIN WATER FALLS
DETERMINE THE NUMBER AND TYPE OF REQUIRED IN-FLOOR SUCT ON OUTLETS 1" 16 GPM 0.14' 21 GPM 023' 26 GPM 0.35' OTHER
1.5" 37 GPM 0.08' 50 GPM 0.14' 62 GPM 0.21 CONTRACT SIGNATURE
2" 62 GPM 0.06' 82 GPM 0.10' 103 GPM 0.16'
TYPE OF COVER 2.5" 88 GPM 0.05' 117 GPM 0.09' 146 GPM 0.13' SWIMMING POOL SPECIFICATION FOR
QUAL MAIN DRAIN SUCTION OUTLETS GPM MAX. FLOW 3" 138 GPM 0.04' 181 GPM 0.07' 227 GPM 0.10' CONTRACTORS PRINTED NAME
4._3'_1 4" 234 GPM 0.03' 313 GPM 0.05' 1392 GPM 0.07' ,�l� ��® ��
0 0 (:D MULTI DRAINS SUCTION OUTLETS GPM MAX. FLOW 6" 534 GPM 0.02' 712 GPM 0.03'
CHART 1 CONTRACTORS CERT.NO.
CHANNEL DRAIN CHANNEL DRAIN @ GPM W! Q PORTS -�5_2
CONTRACTORS TEL.NO.