HomeMy WebLinkAbout2004-Water Distribution Datasheet
08/12/2004 21:26
928-733-2713
WATTERS PLUMBING
PAGE '02/'09
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WATER DISTRTBUTION UATASHEET
II(). III % L4UIJ;:..:/ L)tt
(}".r$1
~, Date: August 13,20CKI
Na~e:
Pl'Oject Midwest duplex
1"0 f~ t 'B.~...:' (of:..,~
Street
Street:
City
City: OShl~O$h
--~_.~...,.-~."",-_...__...-
1. 25.6 Gallon pl.T minute:: b'uiding demAnd, fll'edomin&.tly Flusi:l. T~lJ4k:
2. ~ Low pressure at the hlteInal. l>ressure Tank.
3. ---:2 psi loss frolll 112.0 ft differcl~CC ill ~1~'VIl,tion from Internal PresstU"e Tank to Ule Building Control Valve.
4a.~ psi loss from a ~ ft 1 112" PE TUbing CTS AS1M 2737 AWWAC901 water service from tJle Internal PressllJ't Tllnk totbe Building (
PresslIt"c loSt! dercmi'l'led rlSnlg ~ C value of ] 50, i.l'sil1e (litJm~ter of 1.242 $nd ~ velocity of 6.8 ft per sec.
4b._--:!! No 2nd part \ovater lateraL
5. ..--:.Q No water mete!".
6. ~..'i psi of pressure available at the Building Control Valve. This value is entered in (B) below.
The (A) value listc.:d Mow i." dctt."l'n'lilloo. by Ilsil:\1:; the following (0"1111111, then ronnding the rt:!lult up.
A"" B.(C+f+E) x 1.00
A --22 Pressure available for \mifoml loss (psillOO feel of pipe).
.r, )3. --.!!& psi ofpressul"e a\'ai13'b1e at the Bmldil1g Control Valve.
C. ---:.!l Pressure n~~d<:d!\t the cootrolling fixlur<.:.
D. --.:.!! psi loss reS'lt'ltilJg from II. .QQQO: ft difference in devlI.tiQrl. froXlI the Ouildjng Control Valve to \:he controlling fixl1tre.
E. --& f)5i pre;'~I'tC l(>~$ due tc> il. no pre:<:sure los$ devjc~1J SerVing I~hc con trollins fi.;-':hlJ"e.
F ----:! ft Deve1bt)ed length. from the l:l 0 COO ft actu~ lengtll of piping from tll.e Building Con'tro] Valve 1.0 the controlling fixttlre.
~-~
--
Maximl1ll .4Jlowabl~ load fOt Copper Tube Type M, ASTM 1388
--
Nomil,c,j Size J/2 $/8 314 J. '1114 1112 2 2112 3 4
_. -..--" .,-
ACtual i. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.98r 3.935
Value of C ISO 150 150 150 ISO lSO ISO 150 150 lSO
-
Velocit}' iJj it per sec. S 8 8 8 8 8 8 8 8 8
Mltximum Gl'tn 6 0 12.:5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4.5 7 Ii 39 144 374 731 1835
.-
MIl:>o:itllt.\m. FT WSFU 7.5 0 18 34 62 112 270 484 776 1835
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'08/12/2804 21:26
PAGE '03/fl9
92€1-733-2713
WATTERS PLUMBING
Fixture Listing
;W. !dZ- WrU~/.tJ1i
~ Dar.e: Ausu$t 13, 2004
,
~
;
,
~
Ii
Name:
Stl'~et:
City:
Pr~iect: Midwest duplex '1'& fill' (3<(.i'1 sl. c' .,~__......_,
Street:
City: Oshkosh
.'
.....--
Non Public Use Fixtures
Hot
Cotd
Total
2,00 2.00 3.00
2.00 .00 2.00
,00 12.00 12.00
2.00 2.00 3.00
grOt\l' ~.OO 14.00 16.00
FT - group 3.00 6.00 7.00
2 Automatic CICltl1es W(\i;ho:r.
2 Dishwashing M~chi.l.le
4 Hose Bib, liT' diameter
2 Kitchen Sink
-1 Bathtub, lamtQl')' LJ.\\d watet closO\ - FT
2 Shower Stall, lavlltol'). l1l1d water. clo~et
Public Use Fixtures
Hot Cold Total
,00 I 1.00 ] 1.00 l
17.00 3700 44.00
~aker
Total Water Supply Fixture Units
25.6 Gallon pa.111inu.te demand oftJ1e building. Prcdol.tlitl.iltly Flush Tanl<
99.0 Pressure al';lil~lble fn:r uniform loss. For tho t(loJ.e U!Ie - 99.0
Motimun Allowabl~ loadror Copper Tube Type M, ASTM B8S
-'.-
Nominal Size 112 5/8 3/4 1 I 1/4 11/2 2 21/2 3 4 j
- '"~'''
Acttla] 1. D. .569 0 .Sll 1055 1.291 1.S27 2.009 2.495 2.981 3.935
Vlllu/,; of C ISO 150 ISO ISO 150 150 150 150 150 150
Velocity iu it per see S & 8 8 S 8 8 S 8 8
Maximum Opm . 6 0 12.5 1).5 32 45 79 121 174 303
hA.i>.xin1.uT,l' l'M WSFU 0 0 I 4.5 7 17 39 144 374 731 1835
-
MgXi.l;T,\Ufl1 f'f WSFU 7.5 0 IS 34 62 112 270 484 776 1835
~8/12/2004 21:26
920-733-2713
WATTERS PLUMBING
PAGE 04/139
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. Fixture Listing
r,
Date: August 13,2004
Nume:
Sueet:
City:
f'.
F'\
Project: opposite side of service
Street:
Cit).: 9shkosh
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"'--..
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Non Public Use Fix.tures
f:Tot
Cold
Total
I Automn\'ie Cloth(:s Wasl1~' 100 too 1.50
1 Dishwashing Machine 100 .00 100
.2 :H.ose Bib, 1/2" diameter .00 6.00 6.00
1 Kitchen Sink 1.00 1.00 1.50
2 Batlltllb, lavatO!l:'Y fmu wnta closet - FT group 4.00 7.00 8.00
~~owcr Stal!, ]av~tory and water c!.osel FT - gf~\lP 1.:50 3.00 3.50
Public Use Fixtures
LdCoI<I.5O L Total"
Q Ice Maka
.-
Total Water Supply Fixture Units
8.50
18.50
2200
15.2 GaUnn per minute demand of the buitdin.g. PrQd0111inatly r'lush Tank
9.0 Pressure aVE.lilllbl~ [or tmifonn loss. For the table use. 10.0
Maxhnutl Allowable JOll4 for Copper T~be Type M. ASTM:888
Nomb:utl Size 1/2 5/8 3/4 1 11/4 1112 2 2112 3 4 j
'.
Actual r. D. .569 () 811 1.05:5 1.29J 1.527 2.009 2495 2.981 "~
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Ya1:lIe of C 150 150 150 150 150 150 ISO 150 150 ISO
Velocity in ft ,per sec. S 8 S 8 8 S 8 8 8 8
M<\xiulum Gpm 4 0 11 21.5 32 45 79 121 ]74 303
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Maxirn\l.m. FM WSFU 0 iJ 4 7 17 39 144 374 731 ~j
Maximum ',FT WSFU q 0 1.5 ~ 62 112 270 484 776 1835
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08/12/2004 21:26
928-733-2713
WATTERS PLUMBING
PAGE 05/139
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WATER DISTRmUTION DAT ASBEET
Dllte: August 13, 2()04
Nllme:
Project: !W'O$itc side of stll.'\'iCe .
Sfreet:
Su'eet:
City:
City: Oshkosh
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1. _'. 15.2 Gallon ])Q. minute buiding dem<lnd, prcdominatly )~1115h Tilnk.
2. _.~ Low pressure al the Internal .Ptessute Tm'llc.
S, ~ psi loss trom a ;9. ft difference in elevation trom h\tl.:rnal Pressure To,l;Ik 10 the Water Meter..
4a. 3.4 psi loss fi'om a 50.0 f't 1" Ccpper Tube Type K ASlM BllS 'I'II'21ter ~cn1.ce from the mternal Pressure Tvnk to the W~ter Meter.
- Pre,;;;ure )o~$ detem1ncd, using a C va,lue uf 1 SO, inside dia,l.m:tl.:r of .995 and a \'elocit)' of 6.3 ft. ~ sec.
4b. -.....:.!! No 2nd part w~tet 1~1.r;.'ral.
S. -.M psi loss from a 314in Meter
G. ----..m psi ofpre'StlN avajl~ble ut the Water Meter. This value is entered in (B) below.
The (A) V'alue listed below is detern,incd by Usillg the following fornlu1a. Then fQlUlding the result up.
A -= ~-(C+r+E) x 100
A. --.!Q Pres:loi"e available f~)f l.U)j.tbnn loss (psillOO feel: of pipe).
" B. --2,.3.8 P9; efpr<,:sslJ.re available at the Wllt<..-r Meter.
c. -1M P.l'eS~\\Te nec<kd :It tbe cont!'ol1a\~ ti.xtoo-c. bstbttlb
D. -2..~. l,si }I)$$ r.cs\llting from a 13,0 t1 difft.:re:nce ill elevation lrom tlle Water MeU:.'T to the controlJil'\g fixture.
E. _J! psi pr(;ssure loss due to a )).1> pressure loss device:>; $t.Tvillg the colltr.oIling fi:rture.
}1. --2M Ft Developed letl,gth from tIle 60.0 ft actuQI length of piping from the Water Metetto tbe contrQlling fixtUl'e.
r\
MaxilUUIl Allowable loa4 for Copper lube Type M, ASTM BSS
'., .... ^
Nominal Si7.e 11,2 5/8 3/4 1 I 1/4 1 1/2 ~ 21/2 3 4
-.....- ..
Actual r. D. 569 0 .Sll 1.055 1.29J 1.527 2.()()9 2.495 2.981 3.935
Vahle ofe ISO 150 ISO 150 150 150 1$0 150 'ISO 150
Velocity Ul F.r.l)Ct sec. 8 8 8 8 8 S 8 8 8 8
.
Maxim'l:Im Gpm 4 0 11 21.5 32 45 79 121 174- 303
Mmcil1lllln FM WSPU 0 0 4 i 17 39 \44 374 731 1835
~
Maximnm FT WSfU 4 () 15 34 62 112 270 484 77<5 183S
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08/12/2004 21:26
920-733-2713
WATTERS PLUMBING
PAGE 06/09
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WATER DlSTRlBUTION DATASHEET
Date: Augu$t 13, 2004
Nan1e:
Project:orrOf,;4(' tS;J? bi S".r'V/'(~
Street;
Street:
City
City: Oshkosh
-..
~
1. --!,g Gallon pel' minute buiding demand, predomirlatly Fluslllank.
2. ~ Low pressure at lhe b.lternal PresStu-e T an1~.
3. -......& psi loss :from a :2 n dilI~Tc:nce in elevati.on :trom Intem.al Pl'essure Tanl<: u) tl1,e Water Meter.
4a.--1:1 psi loss n-om tl 50.0 1\ 1" Copper Tube Type K ASTMBS8 W3ter service .fromthe Imern.al Pressure Tank to tlle Wll.ter Meter,
PreSS1.l~C loss detemilled usiJ,g /J C value of 150, insi<k diameter l>f, 995 lUld a velocity of 6.3 ft per sec.
4b. _~ No 2nd pro'\: watel' l(;j~l.!.
S. --1& psi l05f': frol11 a 3/4in, Meter
6. ~ psi of pl:eslI\lre available at the Water Meter. This value is entl;I"ed in (B) be.low
The (A) value listed below is rlr:bmnined by using the following formulll, tht.:n rom'lding the rem1t u.p.
A = B-(C+f+E) x 100
A. --1!! Pressure available tOr unitonn loss (psi/loo feet of pipe).
~: B..--ID p$i of pressure available at the Ware.,. Meter.
C. --1!!J! )?rell$UJ'e lw\:d~d fit th~ controlling fi>,.1IlTl:, bathtuh
0, ~ psi less resulting fr0111 !J 13.11 ftdifference it! elevation from the Water Meter to tile controlling fixture,
E. __~ PE:i pte(;S'l~e loss due to a no pressurQ loss devices serving the controlling fbmU"c.
:f. ~ Ft Developed length from Ibe ~ ft actual Jen~Ut of ?iping .from the Water Meter to the (;01\trollUlg f\xturc.
f'\..
---.,....
Mtf:\'il11'Un Allowable ,1.Ol.ld fQr Crosslinked POlyethylene (pex) TubLng ASTM FK76
... ..-..
Noulinal Size 112 5/8 3/4 1 1 1/4 1 1/2 2 2112 3 4
-.- "
Actllal 1. D. .475 .574 .671 .862 1.054 1.244 1.629 0 0 0
..
Valtte ofC 150 150 150 ISO ISO 150 ISO 150 150 150
-- - ,
Velocity 111 ft p",:" see. R 8 II g 8 8 & 8 8 S
M!\x1mllnl Gpm 2.5 4 Ii.) 12.5 . 21.S 30 S1 0 0 0
MaximtL"ll F'Jvl wsro 0 () 0 4.5 7 14 53 0 0 0
.
M:ix,ilnwn IT WSFU 2.:i 4 g ),7.$ 34 55 13$ 0 0 0
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08/12/2004 21:26
928-733-2713
WATTERS PLUMBING
PAGE 07/09
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Fixture Listing
("""!
Date: August 13, 2004
Name:
Project:_~:Jf ~f S(.rv;c.~
S{~'eet:
Strl:ct;
City
City: Osh\\O$h
.'
._~-.=- .
- -
NOll Public Use Fbtures
..
1 A\'Itom&tic Clothes Washer 1.00 I 1.00 1.50
1 Dishwashing Mt1c;hjne 1.00 .00 1.00
2 Hose Bib, 112" dillluete:- .00 6.00 6.00
1 Kitcllt:ll Shl1< 1.00 1.00 1.50
2 :Ba.t):;,ub. lavatory 11l1d W}ll.t!r clO$et - FT group 400 7.00 8.00
1 Show~"f Sll\lI. la\'lltory and water closet FT - g1'()\).p 1.S0 .3.00 3.50
Hot
Cold
Iotal
Public Use Fixtul'es
Q Ice ~lker
Hot
.00 I
Cold
.so I
Total
.50
Total W<tter S\LPply fixture Units
8.50
1&.50
22.00
"
15.2 Gallon per minute demand of the buildin~. .?redominatly Flush Tank
12.8 PrC911\'I1."e available for uniform 10:1$. For the table use - 13.0
MllXtmun AUowabl\" load for Cros~l.i"ked Polyethylene (Fe,,) TllblfiK ASTM F876
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Nominal $;:r,e 112 srs 314 1. 1 1/4 1 1/2 2' 21/2 3 4
"_,,' .-
ACT:UaI1. D. .475 .574 .671 .862 1.054 1.244 1.629 0 C 0
-
Value ofe 1SO 150 150 150 150 150 1.50 l50 150 \50
.y,.
Veloc'il"Y in ft pa- sec. S 8 S S S 8 S 8 g 8
..
MaximuDl Gpm :; 5 7.5 14.5 21.5 30 51 0 0 0
-.-
MaKi11'l1.1m FM WS,FlJ 0 0 0 4.5 7 14 53 0 0 0
.- .-
Maxixo.\\):I\ I'~f WSFU 3 6 9.5 20.5 34 55 135 0 0 0
-..'....' .--,
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08/12/2004 21:26
92e-733-2713
WATTERS PLUMBING
PAGE 0B/09
$
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WATER DISTRIBUTION DATA SHEET
,.
Date: AUgtl$t 13, 2004
,..-,.,
f
Name:
CI:#Q 01
Project: .,) . e;t: r .,.
SI1.eet:
SI!('v:ct>
,Street:
City: _
City: Osl1kosb
-.,
-
]. ~ C"ral.lOI1 per minute buiding dema1,d, pfI.:dominatly Flush T~'lk.
2. ~~ Low pressure at tIle I.nternal Pressure Tank.
3. ----:.l! No W.;'Iter service,
48.. --&. No water I.aterfll.
4b.---J! No 2nd pal't wuter lateral.
s. _. 3.5 P&-i loss from a 3f4il1 Met~_.
6. --11:1 psi ofpreSS1.lre ~vai18ble at the Water Mete!.". 'nIl\! value is entered in (.6) below.
The (A) vII-lut.': listed below is de("ennined by USillS th/: follo~in.g fonn\IJa, then rO\lIlding the result d.]>.
A = B-(C+D+E) x 100
F
A --!l Pressure D.\.-ailabJ.l:: fonlnifonn loss (psil100 feet of pipe).
B. --ill psi of pressure avail~).blc It the Water M<;.-tcr.
r, c. ~ PreS$ure t1.c~ded at the controlling fixmre. bilthtnb
D. -....M psi loss l'e.qttlT.i.~le from a 13.q,. ft difteNll;;e in e.Ievntll)J.j from the WatcT Meter to the controlling fiXtllfe.
a. ~----& psi pressure: loss due to a no pressure loss de\'ice:; ~et"'i1lg the contl'oUing fixtu.re.
F. _'0.0 Ft Dcvc:1oped .lentJl. from Ule @~.! ftactllM length of piping from the Waw ~terto!hle controlling fixture.
-
~
.-
~~
MaximU11 Allowable load for Crosslinl,ed Polyetbyletle (Pex) Tubing AS11v.f FS76
-
Norninv.! Size 1/2 5/8 3f4 ], l1l4 11/2 2 2112 3 4
.,
Actual I. D. .473 .574 .67) .862 LOS4 1.244- 1.629 0 0 0
-" ".
Value of C 1.50 lSO 150 150 150 150 150 150 ISO 150
Velocity i,l t1 per :;eo. S S 8 8 8 8 8 8 8 R
MaxitnlUt1 Gpm .) 5 7.5 14.5 21.5 30 5] 0 0 0
Maximum FM WSFU 0 0 0 45 7 14 53 0 0 0
t .'
MlL'Cimwn FT WSFU 3 6 9.5 20,5 34 55 1.35 0 0 0
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'08/12/2804 21:26
928-733-2713
WATTERS PLUMBING
PAGE 09/69
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WATER DISTRIBUTION l>A TASHEET
,..
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Da.te: August 13,2004
Name:
Prqiect -1.iL "" ~
,ill S"'f'<f v,' ( f
Street;
Street
City:
City: Oshko$h
l. ~1 Gcllol'}:lCI' lniuule buidiog demond, predu111i:natly Flush Tank.
2. ~ Low pressure at th~ Inten\Al P1essur~ Tank.
3. ----:!! No wllter 5eNice.
.....
4a. .0 No water lateral
-----
4b._.~ No 2nd part water J.mernl.
5. ~ psi loss from a J/4i.,. Mtter
6. --lli psi Ofpl'eS5Llle availsble at too Wat<<- Meter. TIlis Vahle is entered in (B) helow.
TIlt: (A) w;lue Iistlld below is detennincd by using the follow;,ng formula, tllerl rOunding the t.e$lllt up
A = B.(C+D+E) x: ]00
F
,....-,
A. ---!~ .Pressure avnilable for l.lnifurm loss (psi/1M feet ofpil>e).
B. ---.J7.1 psi ()fprcssllfe ~Vt1ilable Ilt the Wfltcr M.e;.er
C. --M!.Q Prel;~lIr.e needed at the cnX1tro1li.11.g fixture, bllthmb
D. -M psi loss resulting from a 13.0 n diQ'.lrenre in elevation from the Willer Meter to the oontrolling fixture.
E. _-:!! psi. prc;sSl.lr~ los$ due to a no pl-es$ure JO!;$ devices llerving the e<mtrolIing fh1l.lre.
F. -.2.!l:.Q 1'"t Developecllength from the ~ fl: ::lctuallength of piping from the Water Meter tQ the controlling nxt1.ll.'C.
~
Maxtn~un Allowable lowl for CO,pper Tube 'type M, ASTM ess
N'omi.nal Sj<!.e )/2 5/8 3/4 'j 1 1/4 1 1/2 i 2 2 1/2 . 4
,)
- I
Actual 1". D. .5G9 0 .8]} lOSS 1.291 1.527 2.009 2.495 2.981 3.935
Value of C 150 150 150 150 150 l,}O ISO 150 150 150
-
Vil!Qcity ill ft per sec. S !! 8 8 8 8 S 8 8 8
Ma"amum Gptn 5 0 12.5 21.5 32 45 79 121 174 303
)Maxi\1\tlm FM WSFU 0 0 4.5 7 17 39 144 374 731 1.835
-..
l Maxinlum, fr WSl;"U 6 0 17.5 34 62 112 270 484 776 1835
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