HomeMy WebLinkAbout0098723-PlumbingOSHKOSH
ON THE WATER
.lob Address 2739 HAMILTON ST
Contractor HANSON QUALITY PLUMBING
CITY OF OSHKOSH
PLUMBING PERMIT -APPLICATION AND RECORD
Owner CREATIVE CUSTOM HOMES & DEVELOP INC
Category 410 - Residential-Interior
Bathtub 1 Shower I Ejector/Grind 0 DipWell 0 F Prep Sink 0
Whirlpool 0 Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0
Lavatory 3 LndryTray 0 LocaIWaste 0 Wait. St. 0 Shamp Sink 0
Toilet 3 LndryStndp I ClothesWshr 0 Ice Chest 0 FIr/WstSink 0
Res, Sink 1 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0
Bar Sink 0 Dishwasher I BeerTap 0 SculrySink 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
No 98723
Create Date 11120/2002
Plan
Gar Drain
Soda Disp
Coffee Maker
Iht Grease Trap
Ext Grease Trap
Use/Nature NSFR
of Work
Valuation
Issued By
Sanitary Sewer
Storm Sewer
Water Service
Size Material Type #
Conn. Type
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
$7,000.00 Plan Approval $0.00 Permit Fees $90.00
Date 11/20/2002
[] Permit Voided
In the performance//~Fwork, I a~'~t~ perform all work pursuant to rules governingthe described cOnstructiOn-
"'Agent/Owner
Date
Address 550 N BLUEMOUND RD APPLETON WI 54914 - 0000 Telephone Number
730-0205
City of Oshkosh
Inspection Services Division
P O Box 1130
Oshkosh, WI 54903-1130
Phone: (920) 236-5050
Fax: (920) 236-5084
O/HKO/H
ON TN~ WATER
Plumbing Permit AppliCation
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:
Application(s) and fee(s) can be brought to City Hall, Room 205 or mailed to Inspection Services, PO Box 1 I28.
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
If you are a contractor participating in the Permit Fee Account System and have adequate funds, check here
if you want this processed through vou.r account [-]
Job Address c~7 3 ~ ~,/f--d~ Value (Including ,aborand materials) .~ (..FJ~. ~
Owner C_~Q~ Contractor ~3/~,5 ~t"~[5 /~/~j
,~Single Family ['-]Duplex [-]Multi-Family ' [~]Rental ['-]Commercial
[--]Industrial
Number of Fixtures:
Bathtub [ Lndry Standp ] Dent. Oper.
Whirlpool Disposal I Dip Well
Lavatory ~ Dishwasher } Drink Ftn
Toilet -~ Sump Pump I Wait. St.
Res. Sink J Ejector/Grind Ice Chest
Bar Sink Water Sofmer Exam Sink
W~as eater I Local Waste Scutry Sink
~ Elect - PwrVnt Clothes Wshr Hand Sink
Shower / Bidet F Prep Sink
Floor Drain [ Beer Tap Serv Sink
Lndry Tray Classrm Sink Int Grease Trap
Lab Sink Surgeons Sink Ext Grease Trap
Plaster Sink Breakrm Sink
Sterilizer
Electric Contractor
Use / Nature of Work
Shamp Sink
Flr/Wst Sink
Catch Basin
Wash Ftn
Urinal
Gar Drain
Soda Disp
Coffee Maker
Ice Maker
Site Drain
Roof Drain
Standp Rec
["-]Electric Installation Verificati6n form attached
(If Replacement)
Sanitary Sewer
Storm Sewer
Water Service
Size
Material
Type
# Conn. Type
3/02
. .-;.1~.-"." - .....- -.."f""!'*' .:'.' ....:... .:.... ." '.' .. ...."
INFORMATION REQUIRED TO C~C.YLATEWATER SERVICE5lZE :" . ;;'~:-~':.;->: .:~.'.. .. ., . .'
1. Demand of buUdlng in bUn~I~~~ns ~er~i~~:~~"'~: -;:- ,,:.E~ ,:.,', (~~~i' ! if G
.. :. . .: . . -:.. ::;::.;.b::". .~ .:. '. .~~. .'; 5.:':..... ...:':~'. ~.' :.:; j' ,.';~:i . :,: ~... '. .. \':;. .--
Difference in elevation frort:! maIn orextemal pressure tank tc:rouUdlng:eonlrtiI:ya/ve. (re<it)
. . ....,.. .....:;.:.::.::.._ . ..:..~.;.::,~ ..._'''':'..-.. .,1\.:;;",;.. .... ~..;;_-. . ~:';;";
Size af~ler,meter (ymen "lE?~f'tl? ~U1red}:-'..:.OI8~! ~" ';-~:lr,,:~';:1f.j/2 ~..-'-.....D laTTJer s'"-~
. . :..;::. _.. !''''T ';,:' :;:.::-:.~,::.-t,,-..Jt..!.':.:..:.. :-,<:j::'..j.,~. ;.~~~~. .~.;:-< __....(_:::;...J K.....r;~.'~. ......_J..:F... r:, ';' ~.;- ':;,,-=:-:-.
._'. .;...... ..r'.,..' ..'4"1,.~':'9": "-'.'-~..-'~1".::). ~~1'''.' .......~:,.._~~t;...l~I..~.~;i~...1.: """. I' ,,-.... ro, ~. ..1.,.... 5(23
:......... ...." ,;-:;"::~"""':"'-7.4'!",....-,=,,,,:o:~...,-~,,.,,,,_..,,,,, ..';.-.'".. Jr.:-..,...-:~ ....,...!':,.... ,. ~'- ". "~..;'..::.; :-:;: ,-'" ','
Developed l~:!gU~ .f~t!l.~~e!ri.~t ~m~l.p'ressure -~nk (~.:cUlldrii~~n~r .v.8JVe~' ...;:;.~-::."::::~~'f(fe~9 ·
i'. ..~ . .:..:. '-.. ~_.:!':\:....t. I f'1~' ;",n~:~'.;.z. . .,;....t:J:.n.ll.~ ..'l_.~:~~.,:.-\-=.r~""'; _i'~.. ___._~.:.:.r:"'.~. "-. -,..;- '':'1.:3;::''-' ~~ ".. ..... .....-;. . Z
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Low pressure at ma.!rr IrrS!:re9t or' mal. pressure ta.Jik:'.:.~~,S It;; '\':~~t ~ ;;.~p-S-f"P r:=~~.~j ,"y;: :(pSI)
. ......_.._ .'__."'.' .__'_." ..~..... ..--........... ...... .... _.. f.... t. ..'
~ \!:4$ .....
05HRGSH
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ON tilE W^TEJ1
0::.-
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. ..... .. -~'-":,"-~'':~-:*~:-':-: ".:'~~~: '.~~".~:~;;-.~~~~..:..~~~~ . "'-'"
WATER CALCULATlON WORKSHEET
CALCUU\TE WATER SERVICE pRESSURE LOSS
~
~.
I.
fl.
9.
Low pressure at main in street or extemal pressure tank.(value of #- 5 above)
I
Determine pressure less due to' friction in
water servics.
inch diameter
Subt.r.!ct value of .,-
subtotal
Determine pressure loss due to elevation,
(multiply the value of #- 2 above by .434)
Subtr.lct value of 'S.
subtotal
Available pressure anerthe bldg. control valve. (enter in -B- below)
CALCULATE THE PRESSURE AVAlLA.BLE FOR UNIFORM LOSS (VALUE OF. "A")
8,
C.
Value of "S"
. Available pressure aner the bldg. control valve. (from "9- above)
subtract value of "C"
Pressure loss of water meter (when meter is required)
subto tal
Subtr.;ct vaiue of '0.
o.
PreSSClre at c~Jntrol1ing fixture.
subtotal
r-:
Difference in elevation bet>Ne~:n thEl building control valve
<md the ccntrolling fixture in feet X A34 psiin.
Subtr.;ct '/aiue of 'c-
subtotal
Pressure loss due to water treatment devices. instantanecus
water heaters and baddlow preventers which serve the
controlling fixture.
subt~c: '/aiue of "r.
subtotal
G
Developed length from buiidlng c::mtrol valve to ccntroliing
fixture in fp.et ct;?J X 1.5
Oivido by 'lafue of .G'
subtotal
Multiply by
"An =
A
pmssure ~v;;liiable for uniform loss
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Fixture Listing
, ,
Date: January 24, 2003
~,
Name: HANSON Q PLBG
Project: NSFR
Street:
Street: 2739 HAMILTON ST
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 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
Hot
Cold
Total
Public Use Fixtures
Hot Cold Total
.00 I " .50 I .50
~j Ice Maker
i-----'_,
Total Water Supply Fixture Units
7.00
17.50
21.00
14.6 Gallon per minute demand ofthe building. Predominatly 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
e7!
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WATER DISTRIBUTION DATASHEET
Date: January 24, 2003
Name: HANSON Q PLBG
Project: NSFR
Street:
Street: 2739 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.O ft difference in elevation from Main in the Street to the Water Meter.
4a. .9 Lb loss from a 15.0 ft 1" 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. 3.1 Lb loss from a 50.0 ft 1" 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.
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 1 I 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 ISO 150 ISO 150 ISO 150 ISO 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
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