HomeMy WebLinkAbout2004-Water Distribution Datasheet
09/15/2004 20:40
920-733-2713
WATTERS PLu.1BING
PAGE 02/€I9
W ATEK DISTRIBUTION DATASBEET
:'1/rJ ~;l"'" ~yM"..'/ pjt.
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Date: Auitl$t 13, 2004
Name:
Project: Midwest duplex '10 to. ( ~.. to(;.....~
Street:
Street:
Cit.y:
City; Oshkosh
1......1!t Oailon per minute; buidina demand, predominatly Flush Tank
2. -ill Low presS\lI'~ at, the Intern$! Pressure Tank.
3. --:! psi 109$ from Q U ft difference in elevation from Intc:mal Pressure Tonk to tile Building Control Valve.
4a.~ psi loss from A 75.0 it 1 1/2" P.e Tubing CTS ASTM 27;7 AWWA C901 WAlet $Ctvice &om the Internal Pressure Tank to the Buildir.
Press\\1'e loss detemined using a C wh~ of 150, inside diameter of 1.242 axtd a velocity of 6.8 ft per :Ice.
4b.----:! No 2nd part water lateral.
5. ---:.! No water tneter.
6. ~ psi of pressure available at the Building Control Valve. This value is entered in (B) below.
The (A) value listed below is deter.tnlued by using tbe following formuIa. then raun4ing the ~t up.
A = B-CC+D+l) X 100
F
A. ~ FresS\lte available tar uniform loss (psi/l00 feet of pipe).
0, B. ~ psi of pressure available at the Building Control Valve,
C. ---.! Pressure needed at the controllina fiXt\l1'8.
D. ---:!! psi IOS$ re3ultit1~ fro11.1 a OOOOQ ft difference in elevation from the Building Control Valve to the controllinl:; fOOur~.
E. --.& psi pressure 1()s.~ due to a no pre$SUR: los$ devices servina the conuolJio.g fiKture.
F. ---:.! Ft DevelOfll'd length from the DO (;;J 0 0 ft actual length of piping from the Building Control Valve to the controlling fixtllre.
Maximun Allowable load for Copper Tube Type M. ASTM 888
Nominal Size ),/2 5/8 3(4 1 1114 1 1/2 2 2112 3 4
Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 H35
Value of C 150 150 150 150 150 ISO 150 150 150 150
Velocity in ft per sec. S g 8 g 8 8 8 8 8 8
Maximum Gpm 6 0 125 21.5 32 45 79 I;2J 174 303
MaximlUll FM WSFU 0 0 4.5 7 t7 39 144 374 731 1835
Maxinnull FT WSFU 7.5 0 18 34 62 112 270 484 716 1835
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e9/15/2ee4 2e:4€1
928-733-2713
WATTERS PLUMBING
PAGE 03/e9
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Fixture Listing
Date: August 13, 2004
Name:
Street
City:
Project: Midwest duplex 1'4 6:J I 73 C(..,' 1 g(,; ....5
Street:
City: Oshkosh
Non Public Use Fixtures
Hot
Cold
Tow
2 Aut.oJnafic Clothes Washer 2.00 2.00 3.00
2 DisllwaslUng Machint: 2.00 .00 2.00
4 Hose Bib, 112" diameter .00 12.00 12.00
2 Kitchen Sink 2.00 2.00- 3.00
4 Bathtub, lavatory and water closet - FT group 8.00 14.00- 16.00
2 Shower Stall, lavatory and water closet FT . group 3.00 6.00 7.00
Public Use Fixtures
Hot
.00 I
Total
1.00 ]
~Il~e Ml\ker
r
Cold
1.001
Total Watet Supply Pi",we Umu
17.00
44.00
37.00
25.6 Gallon pet minute denWld of the building. Predominat1y Flush TlltIk
99.0 Pressure available for Wlifonn loss. For the tabk use ~ 99.0
~jmu.n Allowable load for Copper Y'lbe Type Me ASTM B88
Nominal Size 1/2 5/8 3/4 1 1 1/4 11/2 2 21f2 3 4
Actual" D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
VnlueQfC 150 150 150 150 150 150 150 150 150 150
Velocity in ft per s.:c:. 8 S 8 8 8 S 8 8 8 8
M8ximum Gpm 6 0 12.5 2J.5 32 45 79 121 174 303
Maximum PM WSFU 0 0 4.5 7 17 39 144 374 731 1835
Maximmn FT WSFU 7.5 0 18 34 62 112 270 484 716 18~S
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139/15/21304 28:413
9213-733-2713
WATTERS PLUMBING
PAGE 04/€I9
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. fixtu~ Listing
Date: AugllSt 13,2004
Name:
Street:
City:
Project: oJ)]JOsite $ide of semce
Street:
City: Oshkosh
Non Publj~ Use Fixtures
Hot
Cold
Total
1 AutODUltic Clothes WlI$her 1.00 1.00 UO
1 Dishwashing Machine tOO .00 1.00
2 Hose Bib, 1/2/1 diameter .00 6.00 6.00
I Kirehen Sink 1.00 1.00 1.50
2 Bathtub, ItlYatoty lU1d water closet - IT group 4.00 7.00 800
1 Showc:r Stall, lavalory ~d water closet FT - group 1.50 3.00 3.50
Public Use Fixtures
I Ii<< ,00 I
Cotd
.SO I
"""',so J
Q Ice Maker
Total Water Supply Fixture Unil$
8.50
18,50
22.00
15.2 Gallon per minute demand oftbe building. Predominatly Flush Tank
9.0 PtesS\l1'e available for uniform los5. For 1hetable\1Se -10.0
MasimuD AUowableloll1l fol' Cop pel' Tube T~ M. ASTM JJSS
Nominal Size 1/2 SIB 314 I 1114 1112 2 2111 :; 4
Actual 1. D. .569 0 .811 lOSS 1.291 1.527 2.009 2.495 2.981 3.935
Value ofC ISO ISO 150 150 150 150 ISO 150 150 150
Velocity in ft per sec. S 8 8 S 8 8 8 S 8 8
Malrimum Gpm 4 0 11 2l.S 32 45 79 121 174 303
Maximum FM WSFU 0 0 4 7 17 39 144 374 731 1835
Maximmn FT WSFU 4 0 15 34 62 112 270 4$4 776 1835
09/15/20€14 20:40
926-733-2713
WATTERS PLUMBING
PAGE 65/139
WATER I)ISpuBUTION DATASHEET
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Date: August 13, 2004
Name:
Project: OJ)posite side of service
Street:
City:
Street:
City: Oshkosh
1. -ID Gallon per mintJtc buiding demand, predominatly Flush Tank.
2 -.JU Low pressure at the lntemal Pressure lank.
3. ~ p$i 10$$ from a :.! 1\ difference in elevation from Inwrnal Pressure TBDk to the Water Meter.
4a. J.4 psi 10$$ from a 50.0 ft 1" Copper Tube Type K ASTM BSS water strvic:e fr01ll the Intemal Pressure Tank to me Water Mct(:r.
- Pressure 10S$ detemin.ed using a C value of 150 , inside diameter of .995 and a velocity of 6.3 ft per sec.
4b, ~ No 2nd part warer lateral.
S. -M psi loss from tl 3f4in Mecer
6. 33.8 ))$1 of pres$ute available at the Water Meter. This value is cntered in (B) below.
The (A) 'Value li~ted below is determined by using the following fomlU18, then ro\1llding the result up.
A - B:,C+D+E} x 100
- F
A. ---1! Pres~ available for uniform loss (psi/lOO f~t of pipe).
f" B. 33.8 psi nfpr8$S\\fe available at tbe Water Meter.
C. --1t! Pr8$8UrC needed at the QOJltrolli1l& fIXture. bathtub
D. --M psi loss reS\1ltil\!l ti'cm a 13.0 it difference in elevation itom the Water Meter to the controtling fixture.
E. ---:! psi pressure loss <1\lC to II no pressure loss deviceg servil1g the COllttolling fixture.
F. 90.& Ft Developed length from the (iO.O 1\ actual length ofpipin,g from the Water Mcter to tbe controllin8 fixture.
M:a.ximun Allowable load for Copper Tube Type M, ASTM B88
Nomina} Size 1/2 5/8 3/4 1 11/4 11/2 2 21/2 3 4
Actnal I. D. .569 0 .811 1.055 1.291 1.527 2.009 2..495 2.981 3.935
ValueofC 150 ISO 150 150 150 ISO 150 150 ISO ISO
Velocity in ft per ~. 8 8 8 $ 8 8 8 8 8 8
Max1tnlltD Gpm 4 0 11 2].5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4 7 17 39 144 374 731 18;15
M-,x\'lDum FT WSFU 4 0 IS 34 62 112 270 484 776 1835
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09/15/2004 20:40
920-733-2713
WATTERS PLUMBING
PAGE 0G/€I9
WA'fER DISTRIBUTION DATASHEET
F'.
Date: August 13,. 2004
Name:
Project:..brrO<f;;4, .s~~~ ".) S~f'rll'f..i>
Street
Street:
City.
City: Oshkosh
I. ~ Gallon per minutl!: buidins demand,. predominatly Flush Tank.
2. ~ Low pressure at the Inten1al Pressure Tank.
3. ---:! psi 10!l$ 6:om a:! ft differance in elevation &om Internal PR$$1l.I'l: Tank to the WatJ:r Meter.
4a.--M psi loss from a 50.0 ft ) ~ Copper rube Type K ASTM B88 water $etVi.ce from the fnte:mal Pressure tank to the Water Meter.
Pressure loss det&niu.ed usillg a C value of UO . inside dilltMU2' of .995 Rnd 8 velocity of 6,3 it: per sec.
4b.------:! No 2nd part water lateral.
S. -Y psi 108$ from a 3/4in Meter
6. --m psi of pressure av~ilable at the Water Meter. This value is entered in (B) below.
The (A) value listed below i$ detetmined by \lSing the following formula, then rounding the result up,
A'" B:(C+r-E) X 100
A. ~ Pressure available fOl' unironn los$ (psi/lOO ted of pipe).
r> B. ~ psi ofpres$Ure awilable at the Water Meter.
C. 20.0 Pressure ~ at tht controlline th.1.\'ue. bathtub
D. -M psi loss resulting from a 13.0 ft difference in elevation from the Water Meter to the controlling rlXture.
E. ---:! psi pressure loss due to a no presstU'e 10S$ devices serv.iJ\g the controlling fixture.
F. --2P.:! Pt Developed length from the ~ fl: actwtl1erigth of piping from the Water Meter to the controlling fixture.
M;aximun Allowable load for Crosslinkfld Polyethylene (Pex) Tubing ASTM F876
Nommfll Sue 1/2 S/8 3/4 1 1 1/4 I 1/2 2 21/2 :3 4
Actullll D. .475 .574 .671 .$62 1.054 1.244 1.629 0 0 0
Value orc 150 150 150 150 150 150 150 ISO )SO 150
Velocity in tl per sec, S 8 8 8 8 8 8 8 8 8
Maximum Gpm 2.5 4 6.5 12.5 21.5 30 51 0 0 0
Maximum FM WSFU 0 0 0 4.5 7 14 ~3 0 <> 0
Maximum FT WSFU 2.5 4 8 17.5 34 S5 135 0 0 0
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09/15/20€14 2€1:40
920-733-2713
WATTERS PLUMBING
PAGE 07/09
. .
Fixture Listing
- .
F",
Date: August 13, 2004
Name:
PrQ.iect: ~. I :.J;o ~ t Sf'f y : <, c>>
Street:
Street
City:
City: Oshkosh
NOD Public. Use Fixtures
1 AutOlllatic Clothes Washer 1.00 1.00 1.50
I. Oisbwas!ung Machine 1.00 00 1.00
2 Hose Bib, 1/2" diameter .00 600 6.00
1 Kitchen Sink 1.00 1.00 1.50
2 Batlltub, lavatory and water closet - FT group 4.00 7,00 8.00
1 Shower Stall, lavatory and water closet FT - group 1.50 3.00 3..50
Hot
Cold
Total
Pub6c Vse Fixtures
Q fee Maker
Hot
.00 I
Cold
.SO 1
Total
.soJ
Total Walc:r Supply FixllUt: Units
8.S0
18.50
22.00
F",
15.2 Gallon per minute demand of tile buil~. Predominatly Flush Tank
12.8 Pressure available for'l1l.\iform loss. For the table use - 13.0
l.\(aJ:llllu,D A1Jowable load for Crosslinked Pelyetbylene (pes) TuJ.ing ASTM f876
Nominal Size 1/2 SIS 3f4 1 1114 1 1/2 2 21/2 3 4
Actual 1. D. .475 .574 .671 .862 1.054 1.244 1.629 0 0 0
VaJueofC 150 ISO ISO 150 150 150 150 150 150 150
Velocity in ft per Stre. g g g g 8 a 8 8 8 8
Maximum (}pm 3 5 7.5 14.5 21.S 30 51 0 0 0
Maxilllmn FM WSFU 0 C) 0 4.5 7 14 53 0 0 0
Maximum FT WSFU 3 6 9.5 20.5 34 55 135 0 0 0
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09/15/2604 26:40
920-733-2713
WATTERS PLUMBING
PAGE 08/09
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WATER DISTRIBUTION DATASHEET
~, Date: Ausust 13.2004
Name: Project: S,'tJp 0/ St' (V ,'C t'
Stx'eet: Street:
City: City: Oshkosh
1. --....W Ga.t1on per minU1e buicting demand. predominatly Flush Tank.
2. ~ low pressure at the hltemal, 'PreS$\lte TMk.
3. -J No Wtlter service.
4a.~ No water M<:ral.
4b. --:! No 2nd part 'llllal'-T lertenll.
$, --U psi loss tl'om a 314m Meter
6. --l!:! psi of prcssare availa~le at the Water Meter. Thi$ value is entered in (B) below,
The (A) value listed below is detennin~d by tlsing the following formula, then toundins the result up.
A = B-(C+D+-E) x 100
F
r---
A. --U Pressure available Cot unifonn 10$$ (psil1 00 feet of pipe).
B.....l1:! psi of pteasure available at the Water Meter.
C. 20.0 Prellsure needed at the controlling fixture. bathtub
D. ----!! psi loss I'e$ul'cing from a 13.0 ft diffcrenre in elewltion from the Wttttt Meter to the c;ontrolline fixture,
E. -.:2 P'i preS$\1r.e loss due to a DO pressure loss devices serving the controlling fixturl:.
F. 90.0 Ft Developecllength from the 60.0 ft actual length of piping from the Water Meter to the controlling fixture.
MaKimlm Allowable load fur Cl'OSSlin1\ed Polyethylene (Pcx) Tubing ASTM F876
Nominal Size 1/2 5/8 3/4 I 11/4 1 1/2 2 21/2 3 4
Actual L D. .475 .574 .671 .862 1.054 1.244 1.629 0 0 0
VlIlue ofC 150 150 ISO 150 ISO 150 150 150 150 150
Velocity in ft per~. 8 8 8 8 A I) S 8 8 8
Maximum Gpro 3 5 7.S 14.5 21.5 30 51 0 0 0
Maximum FM WSFU 0 0 0 4.5 7 14 53 0 0 0
Maximun\ IT WSFU 3 (; 9.5 20.5 34 55 135 0 0 0
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89/15/2804 20:48
928-733-2713
WATTERS PLUMBING
PAGE 89/09
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WATER DISTRJBUTION DA TASBEET
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Date; August 13.2004
Street:
Project: 6 t' ,,( t
Street:
,,/ S'If"t VI' C ('
Name:
City:
City: Oshkosh
1. ~ GtllI01\ per minute b\liding demand. predominatly Flush tank.
2. ~ Low pressure at the lntemaJ Pressure Tank.
3. -----:! No water s<<vice.
4a.~ No water lateral.
4b.---:! No 2nd part water lateral.
S. -M psi 10. from a 314ia Meter
6. -m psi (lfpn:ssure available al the Water: Meler. This value is entered in (B) below.
The (A) value listed below is detennined by using the folloWin,s fonnula, then rounding the res\llt up.
A" B-fC+I>+-E) x 100
'P
A. ---!:! Pressure available for uniform 10$8 (psi/lOO feet of pipe).
B. -11d p3i ofpressUfe available at the Water Meter.
r c. ---1!J! Press\lre needed at the controlling fixture. bathtub
D. -.J! psi JO$; resulting from a. Y:! ft difference in elevation Ctomlhe Water Meter to the controlling nxtUte.
E. ------! psi pressure loss due to a no pre~ 10Sll devices serving the c;ontrolling fixture.
r. ~ Ft Devetoped lr:ngth from the @:! 11 actua11eogth of piping from the: Water Meter to the controning 1ixture.
Ma.1(im'un AlIawable load fOI Copper Tube Type M, ASTM B8S
Nomina! Size 1/2 SIB 3/4 1 1 )/4 11/2 2 21/2 3 4
Actual. I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value of C ISO 150 150 150 150 ISO 150 ISO 150 150
Velocity i" ft per sec. S 8 8 8 8 8 8 8 8 8
Maximum Gpm 5 0 12.:5 21.5 32 45 79 121 J74 303
Maximum PM WSFU 0 0 4.5 7 17 39 144 374 731 1835
MalCimurn FT wsru 6 0 17.5 34 62 112 270 484 776 1835
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