HomeMy WebLinkAbout2004-Water Distribution Datasheet
18/26/2004 19:35
920-733-2713
WATTERS PLUMBING
PAGE 02/09
':'}4
WA~DISTRlBVTlON DATASHlZT
Date: August 13, 2004
Name:
PnJ~.~durl~ .-rbt~I..&_:(.t:~~
Streer:55o-3j.2 ~VyLIJ~ tdeCJf) DR
,
Succt
City: OSbkosh
City:
1. ~ Gallon per mimrle buidiog ~ pteOOmi:nafIy FInsh. Tank:
2. ~ Low pressue at the lDtenlalPres'sute Tank.
3, ~ psi lo$$ from a 2.0 ft diif<<au:ein elevation 1iom Jntcmsl Pressure Tank to the BuildiDg Coetro1 Valve,
4&. 4.5 psi loss fiom a 75.0 ft 1 J(1" PE Tul:ling CTS ASTM 2737 AWW A C901 wata service from the Internal Pressure TlIllIk to the BuiIdit
- Pte$S1lte bs$ dct<:mincd using a C value of ISO:> it:Isi&;. diameter of 1.242 and a velocity of 6.8:ft per see.
4b.--::! No 2nd pm water lateral,
S. ----A No water meter,
6. ~ psi o!~ available at the Btlildin,g Control Valve, 1'his value is altcml in (8) below.
1lIe {A).~ listed below is det~d by using the foDO\\'iug fonmJ'lai. _romding the result \1P.
A<= B-(C+i*El ,,100
A -2! PreiSUlC available for nnifmm loss (psi/l00 feet ofpipe).
B. ~ psi. of~ a.wilabIe at the. BWIdingCcmroI Valve:.
C, --:! Pt~ needed at the controlliD,s fixture,
D, -----! psi toss resnJting from a 0 DODO ft difference fa etevatimt ftom thie BUilding Ccmtl:ol Valve to the controUing tixmre.
E. ~ psi pressure loss due to a DO pressute loss device$ saving the controlling fixture.
F. --:! l't Devel0pe4 Ialgth. from the: OOOilJO ft actuIl~. of pipine', nom tfne Bl1iJm11g ~1 valve to the COR{roDing f<ixtm'e.
Maximun Allowable load fOf Copper tube T-ype M, ASTM B88
Nominal Size 1/1 ~ 314 1 11/4 Ilfl 2 21/1 .1 4
Actual 1 D. .S69 0 .811 1.0S5 1.291 1.527 2.()09 2.495 2.9&1 J.93lS
Va1ueofC ISO ISO ISO \50 ISO ISO ISO 1Sl) IS() 150
Ve~ty in tl per sw. 8 8 8 & g 8 g S 8 S
Maximum Gpm 6 0 12.5 21.5 32 4S 79 121 174 303
Maximum FMWSFU () G 45 7 17 39 144 374 731 1835
Maximum FT WSFU 7.S 0 IS 34 62 112 270 484 776 J83S
928-733-2713
WATTERS PU.JMBING
PAGE: 03/09
10/25/2004 19: 35
::
Ymure LisdDg
Date;: Aae.ust 13. 2004
Name:
Street
City;
Project: MidWest ~ 1'6 kf {j,jI~; .1\.'
S1teet
City: Osbkosh
NOD Publk Use FIXtUres
Hot
Cold
Total
2 A\1tDmatK: Clothes WasheJ 2.00 2.00 3.00
2 J)i$hwaming MadUne Z.oo .00 2JlO
4 Hose 8ib, 112" diameter .00 12,00 12.00
2 Kitchell 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 n - group 3,00 6.00 7.00
PubJie "Vse Yo.tura
Q IeeMel:er
Hot Cold Total
,00 t 1.00 I 1.00 ]
17.00 37.00 44.00
Total Water Supply Fsxlure Units
25.6 Gallon per minute demand. of tile ~ Prcdomimrtly Flush Tank
99..0 Ptesso-re awilable: far mdfmm.lOS$. FOT the taWe: UK" 99.0
MaxiIl11Ul ADowaWe IoacI for Copper Tube Type M. ASTM B88
Nominal Size lJ2 513 314 1 1114 11/2 2 2111 ~ 4
Actual 1 D. .569 0 .811 1.0SS 1.291 l.S27 2..009 ZA9S 2.9$1 3.93'
Vatueof C ISO ISO 150 ISO ISO 150 ISO ISO ISO 150
VelOcity in ft per see 8 8 8 8: 8 8 8 g & .
Maximum Gpm 6 0 12.5 2U 32 45 79 12.1 174 303
Maximum PM W8FU 0 0 4.5 7 17 39 J44 374 731 1835
MaX;:mun1 IT wsro 7.5 I} 18 34 62 112 270' 484 716 1835
10/26/2804 19:35
926-733-2713
WATTERS PLUMBING
PAGE 04/09
" Ymure ListiRg
Date: August '13. ;zoo.t
Name:
Sbeet:
CIty.
Project: opposite side of saW:e
S1reet;
City. Oshkosh
N.. Pubtie 11se Futures
Hbt
Cold
Total
1 Automat:ic Clothes Washer 1.00 1.00 1.50
1 ~hi11g MaclJiI1e 1.00 .00 1.(10
;2 Hose Bib. 112" diameter .00 6,00 6,00
1 Kitchen Sink 1.00 1.00 1.50
2 Bathtub. lavatory lI11d water closet - FT group 4,00 7,00 8,00
1 Shov;cr stall.1avatOI)" and water closet FT - group 150 3.00 3.50
PuIJ'lk Use Fmures
Hot ...1 CaId.50 I T""'.50 ]
Q ke Maker
Total Water Supply Fix1ure Units
S.SO
18.50
21.00
15.2 Gallon per minutede:mand oftbe bnilding. ~ F1usb Tank
9.0 Pressme available for wUf/lilm loss. For t1te table 11lJ8 - 10.0
Mast.... ..u.wable' load fGr Coppfl.'" Tube' 'JYpe M. .tSnI B88
Nominal S~ 112 .518 314 1 11/4 11/2 2 2112 3 4
Aauall D. 569 () .111 l.055 1.291 1.527 2J)09 2.495 2.981 3.935
Value ore ISO ISO ISO ISO ISO ISO ISO ISO 150 ISO
Veklcity in 1l per see. S $ S 8 8 8 8 S 8 8
MaKiJmJm: Gpm 4 {) n 215 32 45 79 121 174 3C3
MaximumFM WSFU 0 I) 4 7 17 39 144 374 731 ls;JS
Maximn.m F1' WSFU 4 () 15 S4 62 112 210 4M 776 1835
10/26/2064 19:35
920-733-2713
WATTERS PLUMBING
PAGE 05/09
WATER DisTRliJunON DATASHEET
Date: A\1gI:lst 13~ 2004
Nitme:
Project 0PIl0Site side of serrice
Stnet:
City: Osi!kosh
St<<et
City:
1. .....-JU GulIoD per mim1te buiding denum<l. preOOminatfy Flush Tant.
2. ..., l.ow ~ at the m~enW P,e$$8reT_~
3, .8 psi Iosshm a:!.ft Gitfelmce iae'Ilmltion from ~ .~e Tank to Che,Water Meter.
4a.-M psi loss from a ~ ft 1- Copper Tube Type K ASTMB88 water service from tbeJntemal Pressure Tank totke W.~ Meter.
PrCSSUJC loss detani1'Icd usiDg a C value of J SO 1 inside <iamet.er of .995 and a velocity of 6.J it pet $<!C.
4\.~ NO' 21td patl. wafer lata..
s. ~ psi loss. fronl a 3f4ill Meter
6. .33.8 psi of pressure available at the Water'Meta'. This value is entered in (B) below.
1lie (,<\) vafu'e 1i~i below is cIetemriDed. fIy"llSistg the following fOm1nb,. then mmtdi'ng. tlle result. \1p.
A = B{c+rE) x 100
A. ---1! Pressure available fur uaifotm foes. (pt.illOO feet of ~ipe),
B. ,33,8 psi of ple5&llt'e am1ab1e at me Wafer-Meter.
C. ~ Pressure DCCdcd at the confroUiDg fiXQlle. b8tbtnb
D, -M psi. JQ!I:S resulting from a ~ft dift'"en!me in eleVa6on:from the WateF Meter toti1e ~:fixture.
E. --::! psi pressure Iou due to a 110 pre$SUlC Joh dt:Y:K:es sening the COQtro1li:ng fWme.
1', ~. .Ft Develcped length tom fk 6&.8 ft aW1alleng6 ofpjJillg.~. th~ Water :Meter to the Wl'lwliUtt nxtl.lre.
Mmdmun AUClW$ble load for Copper Tube Type M. AS1'MBfi
NOminal Size 1/2 518 J/4 1 1114 11/2 2 ZlI2 3 4
ActuaIl D. .569 {) ,sn lOSS 1.291 1.527 2.009 2.495 2.981 J.9:~S
ValueofC 15C) 150 ISO 150 ISO 150 150 110 ISO 150
Velocity in ft per see. i g 8 8 II 8 S. 8 g 8
Maximrllll Gpm 4 0 11 2J.5 32 45 79 121 174 303
Maximum PM WSPU 0 0 4 7 17 39 144 374 731 1335
Maximum FT WSfU 4 () 15 34 ~2 112 270 484 776 lS3S
18/2&/2804 19:35
923-733-2713
WATTERS PlUMBING
PAGE 06/09
WATER DJS'I1UBtJTION DATASBEET
Date:Angust 13,200'4
Projed: 6rr ~'S.;4f' $;J? ~.J S/>,.".-,,>
S1n:et:
Name:
Stree1;
City:
CitY. Oshkosh
1. --1Y Gallon per minute 'bui4ing demaDd,. predomi2Jatty Plush Tank.
2. ~ Low~ at the JntcmalPressureT:mk.
3. --:! psi loss fulm a:.! tl di1t<<E:I* in eIe~oa from Internal Pr~ TllJIk to ftte Water Meter.
43. . 1.. psi. foss from a 5(U' ft: t. C~ tllbe TyPe K A8TM Bi8 water: semce (!!om the IntJcm<<f Press'lJTe Tanl to tkc W8feJ: Meter.
-~ 10$$ ~ asillga C v.:Weof IS() > ia$idc: Giamctcr of _991 lIDIia ye1cc:ity of 63 ft per sec.
4b. ---:! No 2nd part water faletti.
5. ~ psi loss fiom a 314m Meter
0: D.S psi ofpressl'\t'e available at the Water M~ This due is: enfet"ed in (B) below,
lhc(A) vaftte listed below is de~ by us1n~ the following ~ then rounding the rault up.
A = B-<C+:",E) ,,100
A ~ l"re$SUlC available fOr unifonD %oss(p8illOO feet of pipe>-
B. ---y:! psi of pressure available at the Wafer Meter.
C. 10,0 Ptessure JlE'.Ieded at UJc controlling fixture. batbtub
U. -M psi loss resulting Dom a :13.0: ft cfiffere:neein eJJNatioa mm the Water Mew lo the oontrolling r~
E- ~ psi pressure lOS$ due to a t)O pressure loss devices se:rYiftg the ~ ~
P. 9f.0: Pt Dt--veIoped length from the 68.8 ft actual length 0( piping from ~ Water MettJ to the controUmg f1XlUte.
Maximun. Allowable load for Crosslinked PolyethyIeJ1e (J."ex) Tutring ASFMPS16
l\foominal Size: 112 54 3/4 1 11/4 Ilf1 2 2112 1 4
AcwalLD. .475 514 ,671 .862 1.054 1.244 1.629 0 () ()
ValueofC ISO ISO 150 150 ISO 150 150 150 150 ISO
Velocity in ft per sec, S 8 S 8 3' 8 S 8 g 8
Maximnm Gpm 2.5 4 6.5 12.5 21.5 30 Sl 0 () 0
:Maximum fMWSFU a ., 0 4.5 7 14 53 0 0 0
MaxmtUln IT WSFU 2.5 4 g 17.5 34 55 135 () 0 0
10/2612004 19:35>
9C28-733-2113
WATTERS PlI..JABING
PAGE 07/09
. Tm.re Listiag
Datc::. August 13. 2004
Name::
Street
City.
Projed: 0$,:1, "I Srr";L~
SUeet:
City: Oshkosh
NOD PDblie lJse )rq.t.res
Hot
Cold
Total
1 Automatic: CIOlhes Weshet 1.00 1.00 1.50
1 Dishwasbing MadUJle 1.00 j)l) LOO
2 Ho!e Bib, 112" dimneter .00 6J)() 6.00
I Kiteherl Sink 1.00 1.00 1-50
2 &t1nub. lavatory and Wll(eJ: cl.oset - FT group 4.00 7,00 8,00
1 Shower Stall. Javato1y and watI.T closet IT - group l,j() 3.00 3.50
Pahlk Use Fixtures
Ji<<
.00 l
COld
.SO t
Total
.sol
Q keMakc-
Total Water Supply F1Xture Unils
8.50
18.50
n.oo
152 Gailon per J11inute<kmand. of the buildmg. Predominat1yFJosh T_
11.8 P.\"ess1.1re aVlUbble for umwnn. loss. FOr the table use - 13.0
MaximlaJ AHtnnlble load fw CrOHlmWl'oIyetllyfeDe (Fa) T1abiIIg. ASTM ft76
NominalSiz:e 1Il 518 M4 1 11/4 1112 2 21/1 3 4
Actuall n, -475 .574 .671 .862 1.054 1.244 1.629 0 0 0
VatueofC ISO ISO 150 ISO 150 150 ISO ISO 150 ISO
VelocitY in ft pee sec. S 8 8 8 8 8 8 8 g i
Maximum Gpm 1 5 7.' 14.5 215 30 51 0 0 0
Maximum PM wsro 4) 0 0 4.5 7 14 53 0 0 0
Maximum IT WSFU J 6 95 20.5 34 55 13S 0 0 0
16126/2604 19: 35
926-733-2713
WATTERS PIJJMBING
PAGE 68/89
WATER DlS1'IUBlJTION DATASBEET
Date: Allgl'lSt. 13. 2004
Name:
Project: Sid,. Di Sr../;(~
SUeet
city:
Street
City: 0sJJJr0$h
1. ~ GaUonper minute buidiagdemaud, ~Ftush T8Ilk.
2. ~ Low pretI$llte at the Internal Pre.'lsute Tank.
3. -----:! No water service.
4a.~ No water Iareml
4b. ----:! No 2nd l*l WIlier lateral.
S. ~ psi Joss fi'om a 3/. Maer
6. 37.1 psi of pressure aYwlD1e at the Water Meter. This .alue is entered in (B) below.
lbe {A} value fISted below i$ ~ by using the foUowitIg formula, then rounding the result up.
A= B-(C'f~E) xlOO
F
A. ---U Pressure available fbr 1JJlifonn 1055 (psifl00 feet of pipe).
B. ~ psi of ~ available at me. Watfa' Mctt."l..
C. --2!! hessure needed at the controlling fiXl\lte. bathtub
O. --M psi loss resufriag from a 13.0 ft differeBre m elevation from the Water ~ to the ~ fixture.
E. ~ psi ~e loss due to~no pre:s$Ul'e JossdevJee$ serviDg 1he contJolliDg: fixture.
F. 90.0 Ft Developed length UoAt 1he ~., ft actual length of piping from the Warer Meter-to the CODtrolting fixtm"e.
Maximun AUowableload forCrosslmfc.ed :Pol~~ Q"ex) Tubing AS1UFS76
Nominal Si2e 1/2 SIB 314 1 1114 1112 2 2 1/2 3 4
Actual L D. .475 .5'74 .671 .362 1.054 1.244 1.629 () (} ()
V81ucofC 150 150 150 ISO 150 ISO ISO ISO ISO ISO
Ve10cily in ft per sec. S 8 g 8 B 8 g 8 . 8 8
Maximum Gpm 3 S 7.S 14.5 21.5 3() 51 (} () 0
l&ximumFMWSPU (} I) (} 4.5 7 14 5:3 0' () (}
Maximum FTWSFU 3 6 9.S 20.5 34 55 US 0' (} I)
18/26/2004 19: 35
920- 733-2713
WATTE~ PUJMBING
PAGE 89/89
WATER DISTlUBlJTION DATASIIEJ:T
"
Date; August 13. 2004
Street:
Projut; si ~f' lit S~t v~. ( ('
Stred:
City. Osflkosh.
Name:
City;
1. 15.% Gallon per minute Duictiog demand, ~tyfllJsh Tank.
2. ~ l..owpr~ at the Jnfema1. P.re$$we Tank
3. ~ No \Wter semce..
4a. ---:! No _'atCJ lateral
4},.--:! No 2nd pert WMt:r lateral.
5. 3.$ psi 10$$ i'tOQU 3/4Ullletet
6. ~ p$1 of~ fivUabk: at the Watel'Meter. This valUe is emerecf in (B) below.
The (A) value ~ below is detem!itIed by \Jsq1'D.: foltowing f01'Jl1\lla, then rounding the fe$Ult up.
A"" BiC+D+E) X 100
F
A..--!! .PcessllJeavailab1e fOJ" nnifonn loss fpsillOO feet ofpipej.
B. --.m. psi of pressure available at tl1e Wa1er Meter.
c. --.m ~ needed. at the controlling ~1nre. bathtub
D. --M psi los.~ resuking from a YJ! l dj~ in elevation ~ thr;;. WakJr Meter. to tbe-COI1ttolliDg. fixture.
E. ~ psi pressure 10ssdue t'D aDO ~ IossGcvices ~.tbe controIIingfixture.
F, 90.0 Ft Developed kslgth from the 60.. ft 8OOl81length of piping from the Water Meter to the controlling fixnl1'C'.
MlmmunAt14Wable'load. fer Copper Tube: Type M. ASTM BS9
Nominal Size V2 5/8 3/4 1 1114 11/2 2 2112 3 4
Actual I. D. .569 0 .811 1.05S 1291 1.527 2.009 2.4~5 2.981 1,935
ValueofC ISO IS() ISO 156 150 ISO 150 150 ISO ISO
Vdoci~ in ftpe:rsee.. 8 8 8 8 11 S g 8 S 8
Maximum Gpm 5 0 12.5 21.5 32 4S 79 121 174 303
Maximum fM WSFU 0 I) 4.5 7 17 39 144 374 731 183~>
Ma'Cimum FT'WSFU 6 0 11.5 34 62 H2 270 484 716 1835