HomeMy WebLinkAbout0097986-Plumbing
G
OSHKOSH
,""
ON THE Wk\TER
Job Address 2798 HAM I L TON ST
. -
.,.,..,;;. i'.
.
CITY OF OSHKOSH No 97986
..-:....
PLUMBING PERMIT. . \PPUCATION AND RECORD
Owner CREATIVE CUSTOM HOMES Create Date 09/24/2002
Contractor HANSON QUALITY PLUMBING
Category 410 - Residential-Interior
Plan
Bathtub 1 Shower 1 Ejector/Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
- - - - -
Whirlpool 0 Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0
Lavatory 3 Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
- - - - - -
Toilet 3 Lndry Stndp 1 Clothes Wshr 0 Ice Chest 0 FlrlWst Sink 0 Int Grease Trap 0
-
Res. Sink 1 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
- - - - -
Bar Sink 0 Dishwasher 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
Water Heater 1 Sump Pump 1 Dent. Oper. 0 Hand Sink 0 Urinal 0
- - - - -
Site Drain 0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0
- -
Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0
Use/Nature NSFR
of Work
Size
Material
Type
#
Conn. Type
Sanitary Sewer
o
o
o
o
o
o
o
o
o
o
Storm Sewer
Water Service
o
o
o
o
o
Valuation $6,900.00
Issued By I
Plan Approval
$0.00
Permit Fees
$90.00
Date 10/14/2002
D Permit Voided i
s governing the described construction.
Signature
Date cn';[ / 'I ,,()~,
Address 550 N BLUEMOUND RD
APPLETON
WI 54914 - 0000 Telephone Number 730-0205
~. _Y-
. ,
ON THE WATER
--< ,
City of Oshkosh .
Inspection. serVices Division
POBox 1130
Oshkosh, WI 54903-1130
Phone: (920) 236-5050
Fax: (920) 236-5084
Plumbint! Permit Al!)llication,
I hereby apply for a permit to do and install the following plumbing on the premises hereinafter described, the work to conform to the
Wisconsin State Plumbrode, in the performance of which all parties hereto agree to and are bound by said statutes.
. 7lc f\L.~ ) (). . i~
Job Addr..~ LDl- n . fl.WdlYl Valne ("cl,,,Hn._""'~_.) ~~ . Date 10-11-01.-
Owner ~, ~ <;115 .~ Contractor Hcv,\.xu(\.~ ~~ t2hlj"
DDnplex DMnlti-Family DRenta! DCommercial []Indnstrial ~
~ingle Family
Number of Fixtures:
Bathtub -L lndry Standp Dent. Oper. Shamp Sink
Whirlpool ~ Disposal Dip Well FlrlWst Sink
Lavatory Dishwasher Drink Ftn Catch Basin
Toilet :3 Sump Pump Wait. St Wash Ftn
Res. Sink ---.L Ejector/Grind Ice Chest Urinal
Bar Sink Water Softner Exam Sink Gar Dt'ain
Water Heater -r- Local Waste ~ Sculry Sink Soda Disp
Shower + Clothes Wshr Hand Sink Coffee Maker
Floor Drain Bidet F Prep Sink Ice Maker
Lndry Tray Beer Tap Serv Sink Site Drain
Lab Sink Classrm Sink Int Grease Trap Roof Drain
Plaster Sink Surgeons Sink Ext Grease Trap Standp Rec
Sterilizer Breakrm Sink
Electric Contractor
Use / Nature of Work_neAN (flYL~tyuuhc~
OR
o EIV form attached (If Replacement)
Size
Material
Type
#
Conn. Type
Sanitary Sewer
Storm Sewer
Water Service
. Application(s) and fee(s) can be brought to City Hall, Room 205 or mailed to Inspection Services, PO Box 1128, Oshkosh WI
54903-1128. Commencing work without permit(s) will result in fees being doubled or $100.00 plus the normal permit fee,
which ever is greater.
OR
Check here if you want this processed through your account 0
J.c;-e Address 2798 HAMILTON ST
Owner . CREATIVE CUSTOM HOMES
/.~tegory
! ihtub
;.:.,
..
.:
.--:-'t ..
Plumbing Permit Work Card
Permit Number 97986
Contractor HANSON QUALITY PLUMBING
Plan
Value
$6,900.00
o
o
o
o
o
"
Create Date 09/24/2002
410 - Residential-Interior
111 Shower
Floor Drain
/ 1 Ejector/Grind 0 Dip Well 0 F Prep Sink 0
~ Water Softner 0 Drink Ftn 0 Serv Sink 0
-
0 Local Waste 0 Wait. St. 0 Shamp Sink 0
~ Clothes Wshr 0 Ice Chest 0 FlrlWst Sink 0
- - -
-.lJ. Bidet 0 Exam Sink 0 Catch Basin 0
-
----/J- Beer Tap 0 Sculry Sink 0 Wash Ftn 0
- -
-----b Dent. Oper. 0 Hand Sink 0 Urinal 0
0 Lab Sink 0 Plaster Sink 0 Standp Rec 0
- - - -
0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0
._._,.~-_._---_..._-~.__._--~----~-~~----~-_..._----_.-------.-- -
Gar Drain
Soda Disp
Coffee Maker
Int Grease Trap
Ext Grease Trap
o
1113
III 3
-D
Bar Sink 0
Water Heater --i.-.!
Site Drain 0
Roof Drain 0
Use/Nature
of Work
Whirlpool
Lavatory
Toilet
Res. Sink
Lndry Tray
Lndry Stndp
Disposal
Dishwasher
Sump Pump
Classrm Sink
Breakrm Sink
-------l
INSF"
Sanitary Sewer
Storm Sewer
-~
Water Service
Size
Type
I )./ I 7/6
(
'2-
#
o
o
o
o
o
o
o
o
o
o
Material
Conn. Type
~\
~
_.
() ~J
0rrr-J ~
F ~!7 !o;
o
o
o
o
o
Date
Type
Inspector
Notice Type:
Telephone Number:
Access:
Date/Time requested:
-------1
Ready Date/Time:
o Reinspect Fee 0 Fee Waived
Requested By:
o Reinspect Fee Paid
---------------------------------------------------------------------------------------------------------
1----'
~ .
OS bH
10,
ON 1 n;, J^ TER
~',"',:>'~,-~';:;'d:\h~:~'O~.~~;~;"f~{,",H_~~~:;' ... ". .
WATER CA'LCULATtON WORKSHEET'
.--
~-
,
'"
. .-..:r~,=!..--""'" - ......-. -~~ .~'.' ....:....... .:..,... .... .. ..... .
INFORMATION REQUIRED TO c~C,yLA11:WATER SERVICE51ZE.:--- ';;'7:-~:,; -;. : ..;.~ :;'. " ~. ':, ".::. .':
1. Oemand of buDding in btJR~~'i~~~ns ~er~~~l::..;~ .' ~ ~:: . , ,:I~ :::;: :'. :(~;~j/l/.b
.' '. ......".. .. ... .. ,.. '. "I ".... to' ,'.:' I :.. ;-::t.. '1_:. . . . ......;~.. ".f:'.;.. .
2. Difference i~"~I~~~tfon t~~:~~rh~~f ;;tamaf '~~~si~re 'tank ~'~~iid:i~~~~r~lroty~~e" ' (r~tJ
, ." " '::.; ::.:':~':'. '::..' ._,'," . _:: '-, .Ik.:':,' ,," ~.J :. . . .:;':
3, Size of y-raler,ryleter (ymellnl~~fi$ ~ui~d}:'.l;18- ::' !3J4"" ~:1~,~:~1f;1/Z' :.:2;-Q,-,--W la~ersiie
'~.",,::'.. ..~.L: .....'T. .... .:. ~.,...Toof"'t.~-t'r;:7~":':"-' ;,,<';::"~~~'r'.~~" 'C. ~... -"_~""4'-;:..."fti.o..J _M't~....~.;.:;-f-:~ . ,.....;..1..'.;~. ..": '.. ,." ...,...-:..~.,.._...J.
. :;. ':-::.. ~;':; . :tc.... ':~:Jl~;,:9;;F.- ,o;~:.:;,;;',:;,;~.~:~$:,;.',;t,'iG;; ~~..."::.~;~n':r.;:.~ri!:'t...::p:'.:..~q~~;'l'~.:~;'~~=:'; '::.,;'". ~~;"~
J1. Developed length from mam'of~ma1'p'ressure.tank fcfoldICffiig;ccnli61' vaNei' .~.'~:: :~',;;:~ ::(reet) :, c:;;-{)
. . .' ~ ::~I::.:;::;=.'.:.i.~~~~~;:;~?~~.'fi~:;;'~I~!~~.?:..~~s."1.~"J.:~~~;":,,,-;;,~"~~e.~~i(;'~:~?~t.'"';';'. ;;, ~.=.~
5. . Low pres~u~~'~t iri~fh:r;~fr~l~~te;:'iir~~;~u~:~m2!~~7.tf!~~f::~~~!;~P.}:~~~;f,0~~{p~l} 3.3
. ., .... ._.._... .'___ .,....._ 1-;'.. ...~... ............. ....... .. ,.. ,I..... ..... .. .'
.~
J
CALCULATE WATER SERVICE P~ESSURE LOSS
6,
7.
n.
9.
Low pressure at main in street or external pressure tank.(value of # 5 above)
33
if
?7'
Determine pressure loss due to' friction in
water service.
(
Subtract value of "r
inch diameter
subtotal
Determine pressure loss due to elevation,
(multiply the value of # 2 above by .434)
..........
SubtI<lct value of "S"
;;J'7
Available pressure after the bldg. control valve. (enter in -S- below)
subtotal
CALCULATE Tl-lE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF. "A")
8,
c.
D,
E.
F.
G,
A
/---...."
Available pressure after the bldg. control valve. (from -9- above)
Value of "S- 4
Subtract value of "C. -3
d-G
Subtrdct value of "D. g-
J!9
Subtrdct value of 'E- 7', S'5"
KLf)
/
Pressure loss of water meter (when meter is required)
subtotal
Pressure at cantrolling fixture.
subtotal
Difference in elevation between thH building control valve
(ind the controlling fixture in feet X .434 psi/ft.
subtotal
Pressure loss due to water treatment devices, instantaneous
water heaters and backflow preventers which serve the
cantralling fixture.
Subtract value of "F 0
subtotal It t/ S-
Divide by value of "Go ?r
sublotai 4? /,;2- i~
Multiply by 100
uA" = I:J-
Developed length from building can tro I valve 10 centrolling
fixlure in Teet . ,5"7) X 1.5 .
Pmssure ;;v;,iI::;ble for uniform loss
"c.,
,~
s: CT 3" .:;;. III ...... 0
c:: So CU m ::::l ::r :::' CD
---'CU ~CD CD.-
f~~~:r39:~
.l~"'lDm==.=
::r (> m m :i m ::;-
roOXa.lT ..,-
_' ::: .... _' c: 0 m lD
(0 _ CD = =.., ::J' ...
;!a3~c.mo::r
_CUlll-)(lDCD
;: < -:::r ::::l ....::;-"'0
Ql-Cn(QCD_~
0"<rolll03CDCD
'<lll(/)-OIl1(j)(/)
. (/)::::l::::l-<CI)
.b. c::::r ~"'O 111 5;
~ fD~.O;elD
_'0 - (It 0 -
CU:=-<en::::lO
--ll1e en
~= <* (; r: Ut
__CD tll 0.
::. ::;' li.i ~ c:
-0 -COm
m 3 ~ (1) -
::::l 0
()
)>
0.
0.
.....
(1)
U1
<n
I
1
I
I
lq
~~
b\- ~
~~
r',
-
...
Cll
~
:;:0-0
m ::l. CD
_0 .-
melD
-. 0 ::%
o::::l:!.
(j)::;-::::l
- lD
C3 :r"'O
"'0_...
:::' ,.. CD
en =: (It
:;>~~
COlD...
N-.lD
~CI)-
.Q~g
~~en
....00.
N~e
= <l)
2 0'
~
CUatl
-~o
~CD~
013-0
cu m Cil
8".;-cn
~Cil~
-<n-'
<n CD
c: m
.., .-
CD 3
liim
::::l-
~::::l
~:i
cu CI)
en .-
a.Cil
m IU
ro.r-
::: 0
:=i ..,
::5"
Cll
0.
<n-;::::n-;:C-=:EO
ro=-~c~;~;ms..
<ui"o<(1) ....--(1)
"'. Clll-.gc:e!!;::%
to"Cce.<n (1):::r -0 ~_::l
(0-' 0.. m""-
S:<n _QlCTlll ~~ - (1)::l
(/):T -0 ;111(1)
ro C CD ~ ~ = 1:; 0 =--0
naiilroo.::l::-tlle::l~
.c :::...... < en (1) III
:::-c::C::llOlD -(/)
~ 5i -."0 III -::: =: ~ (/)
0(/)"030 o.x-cu c.C
= ::lo--tll_(1)-'
~ g gs s:--< ~ C;; ~ ~ ~
=,<_Cll'Q. :E::-~ g
~cuQG}lll ::-CDUlUl
c~ o.-o~ Q~- c.
...,.... -::>-. lD
CD=CD::..C ::-.., e
, fli:S'::l ro (/) c.o <l)
n 0 (1) II) -
~!1l=:~ ~::l 0
Cii (1) (1) C.
::J
....:.,. "':'Ji'.~:7~~~]-~Y ~7-~ .,~', .~~. '. .. ~ . ~7!
."cra.G:'ClI'C.!;.i3:a,~t:i _.~cn .8 ~ ~ft'ai ._.:E8 6:~~
: i 8. ~i ~:-i(:::J"'aF~ ,~g- .:. S ~. ^.~a iD ~ ~ a- Q tD
c: O--g~ 3: tJ~[3 ~ . -g a' ;:.~-g-g Cig'3'. .c;~.a ~3
CD <a ~ ~:f ;:~:.<.e.."i ~ 3 '.0-& ~ C" ~:i tn 5" ~. ;-
~ ~....; ClI' aJ ..In'1Ii -a Co . '< aJ :1. _'< =- =- CD . ~(j) en CD
5 g g ~ a- :~ ~ i a; g ~ 0 ~ g ~ a == u ~ g-
::l co g:CD~' dD .-.;.::. ,'3" . ~.lirCo:: aJ == 3: - 3
lD In aI 3"0 ~ c:s a1-:: ~;;~lD ~~ ::....~ =
O;:ol:"-l11i'.iii" :l::r mOJ a1~S::O(l)CD ...,-;::::l
::l-o.Q - ..-:t2cT.',~;'t":.._.:.;:.:;1'-C: ...3 Co 'o:%::::l. !XI ll) C.
.ot Co ~.U: :;,I!,;~~\',i.:sr:a(1"(n,-c:. :;..:jD' (ll 0':: -. (7 .'~ ~ CT 0'" 1'0 .
: ~~'~:';f c-:\:.~~8.:~~~i';~~~;g:~r.:o.%-~a"~ ~..: :.~ as- g: ~. ~
':T _~. JJ: iil '7.}~:. t;"~ ....:.:~:~.ti~.~,; cf ~ -i.~' = .: '.~ ~ co :- g-
o ::l ~ c: _. . . . OJ a .'0 - - .(.0 -.... oc; CD CD . N -
:. ,'. (IJ.t:'...., -- >~-_i.:..::-:.. 'JlI' .:~IJ71.' ar'-Tf'~<D "='.'DI~'W - ~..:>o. . -
. .~..-..r- _:QT': ~.;-.....::~....~..tr.._.. .t"r"f-:-:"~I'C::- "E.- ::r'-'~' CD< . ~ . c:::J bo ',0.
:.~!!!.. at. !...::t, .i~\~'\.~::..:r:::~ ~.., uJ.....,..:~,:l:..a.'i .'< . ".: . r? ~'.=
: ..."1_ ..~~.. .f'i.....;o-~~'".- .~..>r.;-r-t ......:--...-. ...CIJ"C m . ,., .-
..t1) 0 lD. II) :;j..;",~.~ 0 _;'."1.. '... - ~ ..... ra::::
....;. ~ _.: _ .;.:....;..l..c:....: ~..:;::: . '" -,~ !XI ~ ",:.,,'CD 0=' ,,:,,",.,.l.'
",._ :.". ~::r. ".,."...;- :'::. ..' lil _ <Ii -'. ". ~ . .:.
." ~ <: ,. .. .......!....:. (I".ct. .:J W' .'. ::::l - N .
'; ;t:~k(iif:y: ,i ;;:;1 :' .,:r. 'g' ". ,-
.~, . ::..~; ~\ ~ r ..</:.:....
It
_,,=-11)0"0
:>0-:>-(1) CD
5..::lroroc..--
c: _ .... Ql .; C1l
"C...., '-' <n - <: ""'
.zacc=~3
-' 0. a; CD - -
::r::J-. (")--:
~.tCcEi 9:0 eC1l
tC::t -::::l-c.
=-~8CD""'"'-
,- c:: -, -., tT =
-:::;~;:l..ro9..c:C1l
,...cn....,.:::r-.-..,.
-;" Q.g =-C:~
--< < _a:::: =- (5
~:::r=COlD
< :T' ><
rolll-
-'0' ~
~2:~
--'
Cll _
bo
W
~
(') -
o C1l
::::l
""lD
..., <
2.m
< :
III 0
<::l
(1)
r---.
S;.
-1-
~
5=R3~;i>
Vi' i.. ::i' Vi' I;
::r ?(Q ::
c (o=c~
3' rn3CD
r:::r -0 r:::r {II
~ -6. ~ ~
Vi' Cll -. ro
en UI
N'o Ql
=.:l.. ~
- '-" -.
<0 . ur
-;Qlr:::r
Ql 5. 10
r:::r _._
{i)::JO
Vl 0..""
07~' S
!'-'o=:':
.:>0.....0
0....:::
ha:::l
""0
s= In
2 en
::J
o
Ql
(1
c
Cll
"
ro
(1)
en
c::
.....
CD
(3
3
rn
o=:::i-u
ox:::..""'
::lCen(1)
~...-'- ~ ~ _..<n
W N .,.l."C III en CIJ
""-"--''''"-'CU_--t:
C.llla;~Oa);;
III <D..c -g "C II)
<<C ...,.....--
~Ql::; OWO
Oc:lll _<no
wac. _<n=
lll=- ::lCe
0. 0 X' CU (j) 0
--c cn-,
~::I..., c.ro
<Elxro w..c::l
:::;: c: -0 !!!. S. (Q
~""",-' to....,......
_CDlll :::lroX'
a. en CD 0.,...
~ ~ ~o~
c en ;~
cti
o
O:::u::l~
a~~Ci"
~ !:!; ~ 3
~
go 5'
:::G) Cl
coal -0
--0 ...,
o::r :
3)> (/)
, c.
3 co ..,
l>> N CD
:::l~
co
m~
n-
- ,
c.....
m Q
~ ~ ~ ~ ~
~ ~ ~ ~ ~
0'" W ~ Cll Ql
'< ~ 52 ~ :7_
<
~ 03 03 03 03 ~ Cll
~ (/) C {f1 C en E {f1 C <fl c: C
-75' a- Cll a- CD g. CD g. ro g. ro ~
~'< 0' 9... 0' 9... 0' 9.. 0'00' 9... ,
\~ ~ ~ \~ \s~\: ~ ~ ~ ~~ : ~
~ ~ ~\
c:: (J
~~
og
::%
- Cll
- -
0=
cna:::
Ul :::
<;
Cll_
-'-'
C ...,
ell g:
o en
-c
: ...,
)><Il
= m
- <
III
III
0-
m
a
....,
(')
o
CIJ
CIJ
o
--
,,:::O"J>
.... e <
0-=
30:=
- lU
=:::lC"
~ to ;;)
. " "'0
<.Co..,
-:::Im
~lI)
o In
-e
< ..,
II) lD
-=
< ....
(I) -
CD
..,
~
.'
..
~
co
~
~
III
-
In
..,
rog-~
:: - Cll
roO:::=
-'-Cll
::i' ~s
:;:"eIl
iDO~
.:::r ell
CD~cn
. 0 CIJ
- -c:
< ...,
III CD
<112
(1) .-
(I)
..,
:
:;:
ell
ell
C)
~9:;O"-;(jO"O
c:: - CD :::- 0 c:: ell
2: :: ~ Vi' ;?- = <
-0 :::- CD -...... ~ ~
,<(1)CDVlO::JC
__8::::::=co--o
-= =ro=nQ
~~rn:::a:::o=
~aC'"ro=~::
--c(U><....,.~
(~~a:~ c 2.~~
;: (.C :r ro a; < =-
E ~ to 0.. ::. ~
__ n _ -< 0
g~O(t) ctt::
- CD ::J =2 - -
~. =;" '9- 0'-
tn 9..:::- :;:Cii
<~ CD
~..::::
~ 0
-a
.;3'
';J
Date: January 24, 2003
Name: HANSON Q PLBG
Street:
Fixture Listing
.
}.'"
~.
Project: NSFR
Street: 2798 HAMILTON ST
City:
City:
1 Automatic Clothes Washer 1.00 1.00 1.50
1 Dishwashing Machine 1.00 .00 1.00
2 Hose Bib, 1/2" diameter .00 6.00 6.00
1 Kitchen Sink 1.00 1.00 1.50
1 Lavatory .50 .50 1.00
1 Water Closet, gravity type flush tank .00 2.00 2.00
1 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00
1 Shower Stall, lavatory and water closet FT - group 1.50 3.00 3.50
Non Public Use Fixtures
Hot
Cold
Total
Public Use Fixtures
Hot Cold Total
.00 I .50 I .50
~I Ice Maker
,~,
Total Water Supply Fixture Units
7.00
17.50
21.00
14.6 Gallon per minute demand of the building. PredominatIy Flush Tank
10.9 Pressure available for uniform loss. For the table use - 11.0
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 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 ofC 150 150 150 150 150 150 150 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 4.5 0 11.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4 7 17 39 144 374 731 1835
Maximum FT WSFU 5 0 15.5 34 62 112 270 484 776 1835
if I
---1-
I 8
I
~
I 7
- I
~
~ I~ ~
--~
( S-;~
-~
/3-,5"
_I)
-------
lC>- S
I~
WATER DISTRIBUTION DATASHEET
.
ry....
Date: January 24, 2003
/""';",
Name: HANSON Q PLBG
Project: NSFR
Street:
Street: 2798 HAMILTON ST
City:
City:
1. 14.6 Gallon per minute buiding demand, predominatly Flush Tank.
2. 33.0 Low pressure at the Main in the Street.
3. .0 Lb loss from a ~ ft difference in elevation from Main in the Street to the Water Meter.
4a.~ Lb loss from a 15.0 ft I" Copper Tube Type K ASTM B88 water service from the Main in the Street to the curb stop.
Pressure loss detemined using a C value of 150 , inside diameter of .995 and a velocity of 6.0 ft per sec.
4b.----1J. Lb loss from a 50.0 ft I" Copper Tube Type K ASTM B88 water service from the curb stop to the Water Meter.
Pressure loss detemined using a C value of 150, inside diameter of .995 and a velocity of 6.0 ft per sec.
5. 3.2 Lb loss from a 3/4in Meter
6. 25.7 Lbs of pressure available at the Water Meter. This value is entered in (B) below.
The (A) value listed below is determined by using the following formula, then rounding the result up.
A = B-(C+D+E) x 100
F
/~
A. -----.!! Pressure available for uniform loss (psi/1 00 feet of pipe).
B. ~ Lbs of pressure available at the Water Meter.
C. ~ Pressure needed at the controlling fixture. TIS FAUCET
D. ~ Lb loss resulting from a 22.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. .0 Lb pressure loss due to a no pressure loss devices serving the controlling fixture.
F.
75.0 Ft Developed length from the 50.0 ft actual length of piping from the Water Meter to the controlling fixture.
,I
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 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 ofC 150 150 150 150 150 150 150 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 4.5 0 11.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4 7 17 39 144 374 731 1835
Maximum FT WSFU 5 0 15.5 34 62 112 270 484 776 1835
~
,
/
CCd
?~~
:J-- 5N r t'
'??7g /~CL'77; /7~,r\
r; ;- rt/~
------- \
~ ->~ IS C-
1;~_J (/vb 15 C-
We-.
/,- /-} t/'
jCS
OtJ
fCf;
;#c/
^,
"I)'
/~,
)
r77/:i I
..-
5,.. > --
if
~
(
---
o /??;?p7~
~~~~
- --'-.
3~s-
/f
I
;2. I
I
I re;- I
I f
r7 (
/" -S- {
3 c:Z
~,r'
GtJ' I / ([P~
( .S-
f
(' S-
f" ~
/~
;
G.
-
c;2/~)rr~
/~
/