Plans 266 Magnolia St (vault) Chart
ANSI/ASP-7 2006 Specifies three methods for determining the maximum system flow rate. The following Total Head In Feet Convealo
CalMlotiOn ODW
For each pump
simplified TDH calculation is one of the methods specified. Inchies Mercury (Vacuum Gouge)
K��Chheck one
no. 0 2 1 4 6 1 8 1 10 12 lit is 1 18
0.0 2.3 4.5 6,8 1 9.0 11.3 115 1�ffi 1&1 1 20.3
0
ofal Dynamic Head (TDH) Calculation Worksheet 3 &4 ZU
Sim led T T t i a 1 2-3 4-.8 U U 11A 13.5 15.9 1
E Camp
lete STDH Worksheet - Fill in all blanks.
2 4.6 U 9.1 11.4 W 15.9 1&2 Z%11 217 2U
3 U 9.2 11.5 1,17 16.0 182 20.5 i
M0 27.3
Head L
Deteffnine wlmdrnum 1;MIWl Flow-Rate: Total Wriornic TDH)
+ 9.2 11.3 1JL3 1U 18.3 2U fii
Complete Program or other coics. Fill in required 5 11.5 134 16.1 IU 2U 2Z8 2&1 v VJ 21.6
Minimum Flow Rate Required: 35 gpm Per Skimmer 20.6 31.9
blanks on worksheet & attach calculations. 6 1 13.9 W IL4 20A 221 2L2 314 34.1
VA
7 1 IL2 1 W 2D.7 MA 252 27.5 293
1. Calculate Pool Volume: X x 7.48 (gal./cubic foot) 8 15Z 217 23.0 25.3 271
W 3ZO 31L6 W
(Surf. Area) (J". Depth) (VOL 'in goQ
9 2U 23.1 25.3 27A 20J I &1 34.3 AU 41.1
x 60 (min. hr.) t2 10 23.1 Z5.4 VA 21.9 311 __3 +1.2 43A
2. Deterrnine preferred Turnover 'rime in ho urs: 34.4 W _W
(Hours) (Turnover in Min.) 11 25.4 27.7 22.9 , 322 X5 A7 39.0 4&5 4&8
4
3. Determine Max Flow Rate: //(,a S�(- Y0 12 27.7 3U =2 1 34.5 36,11 39.0 +1.3 4U W
13 au &3 MA 3" 41.3 Q6
(Vol. in gal., Ynover kiins.) (Pool Flow Rate) (Feature Fl*w Rate) (System Flow Rate) 39.1 4L1 511*
14 3U 3U 36.9 39.1 41.4 418 45LO 48
gpm par jet U9 flow rote. ___k 5114 5V
4. Spa Jets: X 1. If a variable speed pump 1s.used, use the max.
(No. PiLt.) fJot Flow) (Total Jet Flow Rote) 15 3U 3U 39.2 41.4 43.7 45J 492 _X§�- 517 35.0
combo, use the higher of No. 3 or No. 4 in the following calculations for the poo pump flow in calculations. is W.0
(For single pump podl/spa I & spw) 3" 41,1 417 4&0 4U 3OZ Sff 5a
.Aff
17 M.3 413 4M 41LI 4U 5U MA 5%T-
0 57.4 39.6
2. For side wag drains, use appropriate side wall drain
is 41.6 4&8 46,1 4L4 5U WA 55.1 3751w- 1
5L7 a
Determim fto Sizer, flow as published by manufacturer. 19 41# 1 46.2 4&4 1 30.7 5U M2 57.4 9 -
20 4s.2 1 ___0 6LO
4U 5117 5U W2 57.5 59
- K3 SL5
to be 21 4U 55.3 57.6 Will Mi
Branch Piping c�? inch to keep velocity * 6 fps max. at gpm Maximum System AdW Rate- 3. Insert manufacturers name and Waved maximum - 5U 5360 5" ou
flow 12 3D.5 511 5U 37.5 592 GLI 6"4A OU 711.2
50
0 gpm Maximum System F16W Rate. -V-9 = 54-4 6&7 -80-E 71.2 73.5
inch to keep velocity 0 8 fps max, at :d- U1 1 5&4 57.7
Trunk Piping to be 4. See installation instiructions; for number of ports to 5L4 1 $7.7 OU
be used. 25 57.6 1 s" GL3 K5 GU 69.1 71.3 -ZM
Return PVhg to be Rate.
> inch to keeip velocity 0 10 fps max. at gpm Maxiimum System F16W 26 IKLI 1 U3 SU OU 59.1 71.4 73.6 X1 11114
5. In-Fbx suction outlet cover/grate must conform to 27 GL4 64.8 663 09.2 71.4 717 7U 71w as m7
pewmine smpm TDR most recent edition of ASME/ANSI Al 12:19.8 and be
29 67.0 0.3 71.5 = 7U 7U W.5
embossed with that edition approval. .3
1. Distance from pool to pump in feet: 71.5 7U 1 76.1
30 00.3 W aiiii 112A -aL iF4
31 'A.6 'n.9 7&1 7&4 8117 KJ W
? 6. Pump & Filter make, model and location can not JkN7
N7
-ag X2 87.5 __N7 7
78.4 8V W K2 Aff- no
2. Friction loss (in suction pipe) in /, 3 irich pipe per 1 ft. gpm (from pipe flow/friction,lloss chart) change without Submitting a revised plans and TDH
i 7U 007 sio am 1-90
10 0 worksheet U
2- 0 Ti ou 8&1 $5.3 I-T-89.8 --fff-L-gia-T-OLS qu
3. Friction loss (in return pipe) -in inch pipe per 1 ft. gpm Yo (from pipe flow/frictioni 0= ch0l"O' 35 OU 1 &11 $5.4 87.8
1 .2
4. x
(Lenq� offSud. Mpe) (R of heod/1 ft of Pipe) (MH 2jct. Pipe)
5. x
(Length at Return Fp;)- (Ft of head/i ft of Pipe) (TDH Return Pipe)
Flow and Fncfim Lm Per Foot
TDH in Piping: �//O-
Y' Schedule 40 PVC Pipe
V** -Foot Par Secoewl
Filter loss in TDli (from filter data sheet): 1
Pipe Sisal 6 10 fps
I I* I is Wo air 21 WM GAW 25 Win 0."
lq Heoter loss in TDH (from heater data sheet): 0
I-V 3700 11-C 50 lipm am 62 glmm
r 02 Wn 0.15! 82 WM 02T 1Q3 em 0.4111
Total all other loss- 2Y 0 rn (UW 117 lipm 0.15' 146 9m 02T
134 Wn &W 181 Wn wn
Tow Dynamic TM: 4! -LU Wo WW 313 sm ale, 3M (Lis,
iiekded Purno and Main Drain go= 1117
Sc W4 Wm O.W 712 Wn W ago 0.w
1 +4
Pump sele using pump curve for Simplified TDH & System Flow Rate
rtion
(Pump model and size in Hors"er)
q P
Main Drain Cove I (System Flow Rate must not exceed approved cover flow rate)
r
-S-0 0/ 0'y' (TD14 Return P")
till, (Mawe am Mo")
t N Notes: Minimum system flow based on min. flow per skimmer of 35 gpm.
pd&m*te %e Mmnbw and T= of Hajaid In-floor Sudan Outlet% Date Date Swimming Pool Specificfafion for.
Check all that apply.
0-C
'2
2 e:P- suction outlets 0 gpm max. flow (see rnote 2).
C�7 E
3'-0'
Can *C"A-
9.1 11.4
1-5 117
I JU
1381
LAZI
71L
892
M4 111117 MJ ou
4 W 64.3
U" so.7 a7_5
al 80.8
85.4 qu 01
JOA
0.4111
02S
V
rd A"r.",, FL PE 19333
3 suction outlets gpm max. flow (see rpote 3). GORDON H. SHEPARDSON, P.E.
L e
i Aquastar Channel Drain 0 316 gpm max. flow rate. Controctors P-er*W Nome
672 N. Semoran Blvd., Ste 203
Orlando, FIL 32807
F
Gontroemrs can. No.
A & A Channel Drain 0 217 gpim w/ 2 port & 278 gpm w/ 3 ports (9-Loe note 4)-
Office: (407) 275-1099
0 Fax: (407) 275-1015 Scale: None Drn. By: GHS Skeet I of 3
Wntramors leepnorm M.
WINES
Rev 0 - 1 18/09
iL
GENERAL DESIGN REQUI]REMENTS
SPECIAL SPA REQUIREMENTS:
-DESION,CONSTRUCTION AND WORKMANSHIP
N, FLOINTHPUSPA
- -MAXIMUM WATER DEPTH 4%MAXIMUM SEAT DEPTH
NO SKIMMER SHALL BE IN CONFORMITY WITH THE
28".MAX.
SKIMMER RCQtIIW
REQUIREMENTS OF ANSVNSPI 3,ANSIINSPI 4,ANSI/
TYPIC-ALGR.FOR#3 FOR SPA NIVITH -FLOOR SLOPE 1:12
REBAR,2'OUTWITI NSPI 5,AND ANSUN'SPI 6 AND ANSI/APSP 7 BASED ON THE nh
SKIMMER INDEPENIRENT _STITS:MIN.TRI�'IiD 10"X 12",7"NUN.RISLR.12"IW�X.
#8 CUT TO PUMP FILTRATION SYST[EM POOL TYPE.
RISER EXCEPT THE BOTTOM STEP MAY BE 14'IF IT IS
-SFEN,-SPI FOR DIVING WATER FNINi,
THE SENL INTERmEuvvrETREADSlxND RISERS-Io
-SLIDES SHALL MEET THE M.A1,TUFACTURES
OPTIONAL DECK W/ BE UNIFORM.IF THE SPA IS OPERATED
INSTALLATION REQUIREMENTS.
fNfE-R,'%41'17E?,rrLY ITSHALL IMVE A ONE HOUR
\ ll
I iTrCH IN 10' TIRED AT THE SHALLOW END AND
-ENTRYIEXIT:REQU
TURNOVER,IF CO-,N9TNUOUS A SIX HOUR TURNOVER-
DEEP END IF OVER 5 FEET DEEP.ACCEPTABLE ARE
OPTIONAL 12V LIGI IT -MAXIMUM TEMPERATURE 104 DEGREES.
W.TRANS.YT'BRASS RAIL OPTIONAL— STAIRS(Ii TREAD WITH 240 SQUARE INCH MIN, -MEET ANSLNSPI ARTICLE X1.TL SAFETY
AREA,12-MAX RISER WITH INTERMEDIATE TREADS -,I
OR PVC(SEE NOTES) INSTRUCTION/SAFErY SIGNS.
-D RISER- T-TFOR?vf). LADDERS,U-NDERWA _R
-I-Al'10i AN S U I- TF
NO LVAI NSTO SEATS,AND SWIM OUTS(NIAX.20-BELOW -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR
* 4 '1,
WATER)
DUAL MAIN DRAINS SHAPE.EXCEPT FOR -CIRCULATION SYSTEMS,COMPONENTSAN MEET LOCAL CODE IF GREATER-
D
REQUIRED(LAIMPER
DIVING EQUIPMENT SHALL COMPLY WITH NSF 50. ELECTRICAL REQUIREMENITS:
f PROOFiSEENOrES)
Cr
THE MAXIMUMIURNOVER RKI'E IS 12 HOURS.
-FILTERS SHALL HAVE AN AIR RELEASE AND -WIRINGAND BONDING AND ALL ELECTRICAL
STEPS OPTIONAL TO
PRESSURE GAGE. COMPLY WITH CHAPTER 27,FLORIDA BUILDING
ENTRYREQUIRED -PUMPS 3 ITPANID LESS SHALL MEET ANSI/1.1,10811
SWINO1J_r OR LADDER F NOTFS) CODE FBC2(X)7.
(SF
REQUIRED(Gi CU) >MAIN DRAIN REQUIRE CORROSION RESISTANT WITH STILAINERAND
-NO OUTLET OR OVERHEAD POWER`TATrHIN 19 IF
W"HERE DEPTTJ OVER CIRCULATION (TAMPER PROOF/SFE NOTES) THE REQUIRED FLOW.
WITHIN ITPROTECT BY GFI,TRJ NSFORMER MIN_10'
5'DEEP(SEE-NOTES) LINE -SURFACE SKIMMERS SHALL NSF 50AND FROM POOJ,8"ABOVE WATER.J BOX TFROM POOL-
>LtfAfnNG&BONDING,SAME AS
THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET BRASSTOJ BOX OR TRANSFORMER WHICH EVER IS
11001. C�4
VENT OF SURFACE AREA- FIRST EXCEPT WHERE PVC ISAPPROVED.
9 RAIL OPTIONAL LINE >NO LIMITATIONS ON SHAPE -RETURN INLETS SHALL BE A MINIMUM OF ONE FOR
FLORIDA BUILDING CODE 114101
GENERAL POOL PLAN E-v ERY 300 SQUARE FEET-
FRAL SPA PLAN
-HEATER SHALL MEET ANSI-Z2I.56 OR UL 1261 OR THE POOL CONTRACTOR IS RESPONSIBLE FOR
GEN,
IT],559. R.TRNISHING ALL DETAIL DENSICNIREQUIREMENTS
Y F -DISINFECTANT EQUIPMENT SHALL COMPLY WITH FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH
4
T-9"Mi.OCCEPT FOR NSF 50. THE FLORIDA BUILINNO CODE,AND ALL
SLOPI�'G ENTRIES.-V-0-iiilliv SFENSP15RE 'ONSTRUCTION SHALL MEET ALL APPLICABLE
_DHOLDS
-PRFSSURFTFST PIPING AT 35 PSI FOR 15 MINU OR C
HAN
MEET LOCAL CODE IF GREATER- CODES INCLUDING PLUMBING,ELECTRICAL AND
GAS. PIPING SHALL BE SCH.40 PVC,NSFpi
6
SAMPLE ONLY.EACH APPLICA:1410N FOR PkRITi SHALL PRESSURE VELOCITY 111)FPS.SUCTION 6 FPS.
4 THE POOL PLAN S34ALL SHOW THE DESIGN
'N ATER— BE BASED ON A TOTAL DVfNAMIC HEAD OF 60 ft.
LINE PLUMBING AS PER THE SAMPLE WITII TI IE
INFORMATION REQUIRED SHOWN. MAIN DRAIN
EXCEI"I'TON ROPE AND
FLOATS INSTALLED IF Determine System Flow Rdte: PLUMBING SHALL BE TWO DILMINS SEPARATED I
Minimum Flow Rate Required:35gpm per skivIllucr(Required:I Skimmer per 800 sf) WITH APPROVED ANSUASME At 12.19.9.2007 COVERS. AS
LESS THAN 4-fi" i Radiw
AN ALTERNATE THE APPROVED DRAINSMAY BE
PLACED ON DIFFERENT PLANEq.THE TWO DRAINS
7 kax. Pool Volume: sq.ft x ave doth x 7.481 gai gallons
I I Mai, Turnover Time in Hours. houi 60 mlift,"In�—mwutes VENT LINE 10 DUA LINE OF SHALL HAVE A COMMON SUCTION LINE,SUCTION
A, L ORATES MAY BE USED IF APPROVED AT A MAXIMUM
GRADE
Flow Rate: gallons/
3M _mintftLcb 1,Tm MAIN DRAINS OF I Y2 FPS AND THE SUCTION PIPINGIS RECESSED
FROM THE GRATE THE DISTANCE EQUAL TO THE.
PIPE SIZING CHART(14A)MMUN) SUCTION PIPE SIZE. IN AMMON A SAFETY VACUUM
VENT DETAIL RELEASE SYSTEM MAY BE INSTALLED-THIS MAY
PIPE
SUCTION PRESSURE CONSIST OF AN AIR RELEASE SYSTEM. THE VENT
(Optional)
Y2. PIPE SHALL BE TIED TO T74E MAIN DRAIN LINES,SIZED
THE SAME AS THE MAIN DRAIN SUCTION IJNF.WITH A
POOL SECTION DETAIL 35 GPM 65 GPM
z 60 105
MAMMUM LENGTH OF VENT PIPING TO BE 3W.THE
Y,"= 90 147
VENT PIPE WILL BE ELBOWED UP ANDOVER WITH A
SB2836 6-.(W7 I-Is 230
FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMI NO POOLS,THE USE OF AN 4" 235 396 GRATE FOR PROTECTION AND LABELED"SAFETY
"F ANN G.BARE SOLID COPPER WIRE VTNT_.
UNDERGROUND BONDING CONDUCTOR NJADE Of- MAIN DRAINS AS OF
j BURIED TO A MINIMUN.I DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE.AND IS TO
ANSVASME AT 1219�82007 SKIMMERS DO NOT REQUIRE PROTECTION AND
24 INCHES FROM IT NSIDE WALL OF A SWIMMING POOL Olt SPA,IS DEEMED A
MUST BE DESIGNED FOR A N41NIMUU 25
-R.\41SSIBLE OR EQUIVALENT TOCOMPLIANCEWITlls.6-111 c)OFTIIE FOR POOLS WITH VOIX'MF=1 5,(XK)GALS
PF ALTER., T
THE FOLLOWING SHALL BE LABELED WITH
7%
NATIONAL ELECTRICAL CODE. PUNIP STARTTT P4E.',SD.Y,HP 40 GPM 60'TURN
OVER-4OX60=2400 15,0WP2401li HOURS LABEL MARKER TAPE AT TIIE FILM LOCATION:
POOL MPTI OFF SWITCH.
FILTER-STARITE PTM1 50.50 GPM CAPACITY PIPES,VALVES,PUI
PAVERSOR
FOOTING 4"DECK1,N) DECK FINISH MAINDRAIN-WATERWAY 640-23 IXV IT HAS BEEN CERTIFIED THAT THESE DESIGN
(Nim.)CONC MWIN"GRATE OPEN AREA-FLOWA7 9
I'ERCO.N'I*PACI- CLEANER�f1AYWARD VAC LOC RF.QLIIRFMFN,7S ARE IN COMPIJANCE WITH THE
W;FIBFR MESH FOR VELOCITY f?/SEC
TNON-SLIP) FLORIDA BUILDING CODE R4101,
424.2-2007,
VLNT SCREC.:WATERWAY(40-231XV z
v NSPI 4,A, _NSPI 5, ANSIfNSPI 6.kNTD.!i vz
J /__I�
�J v AN S I I NSV
C L E ANER
................. LINE
..........
(OPTIONAL)
POOL FINISH IILAJN SUCTION PIPE SIZE C1
PERCONFIRACT
BEAM&'7"BAR SKIMMER SUCTION PIPE SIZE
S"x 81 FOOTTNG
OPHONAL
Wr�2)�3BARS
ZE
CLEANERA'AC PIPE SIZ
P FINISH X"
OR(1)#5 BAR
6" MARCITEOR
EXPOSED RETURN SUCTION PIPE SIZE
6"Min.WALL&FLOOR THICKONTSS 3,500 psi(i CONC,43 BAR
i S ON AGGREGATE
12"CUNFERSEIIIIIERWA).TIE ALF.INFERStiClION'S 15 MIN.OV14RLAP
-'"NiTN.COVER-AGEC-NSTP-ELWCLI!NC,TOAST-N4AI5 Ali-ASTMA-36-5 CONOVER POOL COMPA
lf Structural subjW to suitable soil condii
POOLSPA, DECK, BEAM, WALL, FLOOR EQUipme'rr" RESIDENCE
LOCATION
mmmonommilmn
CNIV
i 4
I kilk I