HomeMy WebLinkAbout0097169-Plumbing
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OSHKOSH
ON THE WATER
Job Address 2779 HAMILTON ST
, crrf OF OSHKOSH
No 97169
"
PLUMBING PERMIT - APPLICATION AND RECORD
Owner CREATIVE CUSTOM HOMES
Create Date 09/10/2002
Contractor HANSON QUALITY PLUMBING
Category 410 - Residential-Interior
Plan
Bathtub 1 Shower 2 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 Flr/Wst Sink 0 Int Grease Trap 0
Res. Sink 1 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap --------.2.
- - - - -
Bar Sink 0 Dishwasher 1 Beer Tap 0 Seulry 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 Ree 0
- -
Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0
Use/Nature
of Work
\ISFR
Size Material Type # Conn. Type
Sanitary Sewer 0
0
0
0
0
Storm Sewer 0
0
0
0
0
Water Service 0
0
0
0
0
Valuation
$7,500.00
Plan Approval
$0.00
Permit Fees
$96.00
Issued By '(.'J'i'
Date 09/10/2002
D Permit Voided I
In the performance of this work, I agree to perform all work pursuant to rules governing the described construction.
Signature
Date
Address 550 N BLUEMOUND RD
Agent/Owner
APPLETON
WI 54914 - 0000 Telephone Number 730-0205
If''3 b'-\ /() ~ .
"
City of Oshkosh
Inspection Services Division
POBox 1130
Oshkosh, WI 54903-1130
Phone: (920) 236-5050
Fax: (920)236-5084
ON THE WATER
Plumbin2 Permit A{!Jllication
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 Plumbing Code, in the performance of which all parties hereto agree to and are bound by said statutes.
Job Address .;111- <:t. ~. I ~ ":S. ! . Value (Including labor and materials) 7s-00 ( aD Date 9-9-0 2-
Owner LrE'c-tv-e C ,~tDYh l-6~ Contractor ~St\h'S Q"--c.-1. '1 P /hj
~Single Family DDuplex DMulti-Family DRental DCommercial DIndustrial
Number of Fixtures:
Bathtub ---L Lndry Standp -L
Whirlpool Disposal -L-
Lavatory -L Dishwasher -L-
Toilet 3 Sump Pump -1-
Res. Sink -L Ejector/Grind
Bar Sink Water Softner
Water Heater -L- Local Waste
Shower 2- Clothes Wshr
Floor Drain --L- Bidet
Lndry Tray Beer Tap
Lab Sink Classnn Sink
Plaster Sink Surgeons Sink
Sterilizer Breakrm Sink
Electric Contractor
Use I Nature of Work new C0h S~-<r fu'\l.-
Dent Oper. Shamp Sink
Dip Well FIrlWst Sink
DrinkFtn Catch Basin
Wait.St. Wash Ftn
Ice Chest Urinal
Exam Sink Gar Drain
Sculry Sink Soda Disp
Hand Sink Coffee Maker
F Prep Sink Ice Maker
Serv Sink Site Drain
Int Grease Trap Roof Drain
Ext Grease Trap Standp Rec
OR
o EIV form attached (If Replacement)
Size
Type
#
Conn. Type
Material
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
PI1Jmbing Permit l../ork Card
Job Addresll:777~~Q!f~l:1 -~, .,-~
Permit Number 97169 Create Date 09/10/2002
Owner CREATIVE CUSTOM HOMES Contractor HANSON QUALITY PLUMBING
'~tegory 410 - Residential-Interior Plan Value $7,500.00
'I ..htub ~ Shower 2 Ejector/Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Whirlpool 0. Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0
Lavatory 1/3 Lndry Tray I 0 Local Waste 0 Wait. St. ----.Q ~hamp Sink 0 Coffee Maker 0
Toilet 1/3 Lndry Stndp I 1 Clothes Wshr 0 Ice Chest 0 Flr/Wst Sink 0 Int Grease Trap 0
Res. Sink --J-1 Disposal ~ Bidet 0 Exam Sink ~ Catch Basin 0. Ext Grease Trap 0
Bar Sink 0 Dishwasher -L1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
Water Heater 1 Sump Pump ~ Dent. Oper. 0 Hand Sink 0 Urinal 0
Site Drain 0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0
-
0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0
rSFR
1
Size
Material
Type # Conn.Type
0
0
0
0
0
0
0
0
0
o
o
o
o
o
Type Sir:' '='
Inspector WJ (Chip) Callies
r /0/t7/OY
10i10/02 12:02 PM . Tel~phorie Number: '
I
I
Rea~y Date/rime:' ~J"StQ2__-1;?JRElYL J Requested By: HANSON QUALITY PLUMBING
'0 Fee Waived ' D Reinspect Fee Paid
,(4.j/J/0.9/~FJFJ2 .
~ ,..
"SHKOSH
.. IIII'; W^ ir:n
.11:24 1-92FJ-736-0898
'. ._..._"~.",,~,, ";"""" ... ......... _ HANSONS QUALITV PLUM
. ....7 ....,~.......""':-~....~._,....::,.:~~~..~~\,.. ...~.....!D'.......... ..
, '.:.:':-!' ~".'''' :r.':'~ '._:.~;~~\'.' .~,'.1.;:..~ .,:.., " '
WATeR CAL~LA1iotiWo~t<SHEer
PAGE
03
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NFORMATlOfHlEQtJlRSDTO CALCUl.ATeWATERSERVICESI%E. '., . ;t~"::: :' :,..:"':. .'. ~: '. .:.,' :
. '. ';;.......,. ...:. . ...;..._".... '. ..... ,;~..;; :t'~'l"":" ,; , . ' ~. ~'.'." .:
1. Oemand 01 bui.tlng in bUlldbig:~i.m. pttr ,,(I""le,';; .. ~ >- i:: 4':~' -: ..::.~. .. ,(GP"i-L.J...2
.,' :.' .,'. . -:., :~::.f.t~:~: :~. .:' '. .:~:: :; ,:,: ': ...: ,:.~:;'. ~ -::: ;I;:~;:' . .:~: ~'."~' . '.' .',' ~~.' --
Olrferencs in elevation frunfm8.,n orextsmal pressure lank tb:t;ulidlhg;eonlrtil:yat-'9. {f~tJ
. ."; .... . ,::.: ::/:~:', . ~':..' '-~,... . ,.;:'.~. .:~\.;".:':",.': ~.../~. . . .~:':.
Size a( ynster. meter (ymen 'ni.~I$ ~~d}!','.rS18" ..,:' :314'" ..:6:1~,~*~!2:' ~;1~ ;.' Iargar'~iZl!
. ~.;::. '.. ."', :..' _. ....-.l.. ~.. ~.~...' ~ . .j:-..~~;';\' '...." . ." .;...~. N ............ ,. ,,_',1,1' . .,.:'" ~.- ._",-.,,-
. :.:;~.~~.. ~.d' :(~~;:~J#.~~k~;:z!;""'=;:';':.o;.~~"~c,;:::' ri..,..~.~":t.L~!~t,ttP.t'~f.tltJ:~"..;.lg;:~y:. :':.~~l~r!' ~O
Developed length fro", ri'hili'H:ir wffiil-ri!ssure.tanK;as:tiuildJiiltcoiltfOi vSNei' -:::,:~.,.:~:;~i". /(fee ) :. u
. .. '~.. ~I .:.,;/.: ,::':';' ,;., ">4'~.'-' "'~ ~~~~'fl~~~...~b~~:I;.)"'~"3';~~'~''I1.~..IIItr.>>-t.JUl!:.r.;,:; ,;,~)~ ~.,';';. ;", ~,:';;.':
. . -."..1,' '. ). "'_ .' "-"'I!I'l' "':U~~'m~"fii~...:qe: Jo'o-:;>l1~f:f~:I""'~~li'.ti-....a:"""~""~'-"'~"'~"
law pre$suna:a~ mefiirrf ...... fofe me(pressure:tan '~.!~.!117.f.f~\:~ttf~'~:'i..':~f.].!~'I;~:~r.;{\~i:(psll
. .. ,-'-" .'-'" .,- .~-, .-... .. .... .........,.........., ....... .. ..
" .:--:,.\ -to ~'.,
...--...
)
2.
3.
4.
5~.'
6.
Low pressure at main in street or external pressure tank.(value of #- 5 above)
35
CALCULATE W^TER SERVICE PftESSURE. LOSS
subtotal
.3
3:.&
7.
Detennine pre,sure loss due to' friction in
water service.
/
ineh diameter
subtract value of 'r
--
fl.
Determine pressure loss due to elevation,
(mulliply \tie value of '# 2 above by .43.4)
Available pressure aner the bldg. control valve. (enter in "e" below)
Subtroct value of '8"
subtotal 3 0
9
GALCULAT~ THE PRESSURE AVAILABLE FOR UNIFORM LOSS {VALUe OF "A"J
6.
Available pressure after the bldg, control valve- ((rom -g" above)
Value or "E"
3~
c.
Pressure loss of water meter (when meter is required)
subtnu::t. value oC .C' ?>'
,,...--....,
)
D.
Pressure at controlling nxture.
subtotal
..;J 7. S-
J
17,j
subtotal
Subtract value of -0-
E.
Difference in elevation between thu building control valve ~ 0
~l'1d the conlTolling fixture in feet X .4301 psi/It r
subtract value of 'E' :? 8
subtotal
-1/' '/
F. Pressure loss due to water treatment devices. instantaneous
water heaters and bBCkOow prQvenlern which serve the
controlling fixture.
A. l"r~ssUre' ~v~ilable rof unitorm 10$$
Subtrad value of .F~ CJ
subtotal II~ '/
Olvido by' value of "G" t~ :;-
subtotal j&
Multiply by . 100
"A" = L&
G. Developed length from building control valve to eonlroUing
fixture in feel l.( ~' X 1.5
-----,
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Fb,;;tureListing
..
Date: October 9, 2002
/-...."
Name: HANSON Q PLBG
I
/
Project: NSFR
Street:
Street: 2779 HAMILTON
City:
City:
Non Public Use Fixtures
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 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50
2 ,Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00
Hot
Cold
Total
Public Use Fixtures
.~
Q Ice Maker
Hot Cold Total
.00 I .50 I .50
Total Water Supply Fixture Units
8.00
16.50
20.00
I~
. )
14.0 Gallon per minute demand of the building, Predominatly Flush Tank
15,5 Pressure available for uniform loss, For the table use - 16.0
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 1. 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 see, 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 5.5 0 12.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835
Maximum FT WSFU 6.5 0 18 34 62 112 270 484 776 1835
;L'Z>
.".,
/'"'
WATER DISTRIBUTION DXTA8HEET
Date: October 9, 2002
~
Name: HANSON Q PLBG
Project: NSFR
Street:
Street: 2779 HAMILTON
City:
City:
1. 14.0 Gallon per minute buiding demand, predominatly Flush Tank.
2, 33.0 Low pressure at the Main in Street.
3. .0 Lb loss from a.O ft difference in elevation from Main in Street to the Water Meter.
4a. .9 Lb loss from a 15.0 ft I" Copper Tube Type K ASTM B88 water service from the Main in Street to the curb stop.
- Pressure loss detemined using a C value of 150, inside diameter of .995 and a velocity of 5.8 ft per sec.
4b. 2.9 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 5.8 ft per sec.
5. 2.9 Lb loss from a 3/4in Meter
6. 26.3 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. --1& Pressure available for uniform loss (psi/lOO 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 18.0 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. 67.5 Ft Developed length from the 45.0 ft actual length of piping from the Water Meter to the controlling fixture.
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 I I 1/4 1 1/2 2 21/2 3 4
Actual 1. 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 5.5 0 12.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4,5 7 17 39 144 374 731 1835
Maximum FT WSFU 6.5 0 18 34 62 112 270 484 776 1835
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