HomeMy WebLinkAbout0098724-PlumbingOSHKOSH
ON THE WATER
Job Address 2731 HAMILTON ST
Contractor HANSON QUALITY PLUMBING
CITY OF OSHKOSH
PLUMBING PERMIT - APPLICATION AND RECORD
Owner CREATIVE CUSTOM HOMES
Category 410 - Residential-Interior
Bathtub I Shower 1 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 LocalWaste 0 Wait. St. 0 Shamp Sink 0
Toilet 3 LndryStndp 1 Clothes Wshr 0 Ice Chest 0 FIr/Wst Sink 0
Res. Sink 1 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0
BarSink 0 Dishwasher I BeerTap 0 SculrySink 0 Wash Ftn 0
Water Heater I 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 98724
Create Date 11/20/2002
Plan
Gar Drain
Soda Disp
Coffee Maker
Int Grease Trap
Ext Grease Trap
ofUse/Nature Work INSFR
Valuation $7,000.00
Issued BYi/~
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
Plan Approval $0.00 Permit Fees $90.00
Date 11/20/2002
[] Permit Voided
In the performance o~t~s/~. I agree to p,,~ol~ all work pursuant to rules governing the described construction.
Signature
~'~/ ..... AgenF~'wner
Address 550 N BLUEMOUND RD APPLETON WI 54914 - 0000 Telephone Number
Date
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~ WA"F~
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 1128,
Oshkosh WI 54903-1128. Commencing work without permit(s) will result in fees being doubled or $100.00 plus the
normal permit fee, which ever is greater.
OR
If you are a contractor participating in the Permit Fee Account System and have adeouate funds, check here
if you want this processed through your.account ~
Job Address~_~7~/ ]'/~,/l'7Z~'9-~ Value 0ncluding,aborandmatemis) ~-~ O'?,_X3,~ Date
· ~ner C,C~'~t ' Contractor
Single Family [--]Duplex [--]Multi-Family
Number of Fixtures:
Bathtub ]
Whirlpool
Lavatory
Toilet
Res. Sink
Bar Sink
Water Heater
~as ~ Elect ? PwrVnt
Shower
Floor Drain
Lndry Tray
Lab Sink
Plaster Sink
Sterilizer
[--]Rental ~]Commercia~ 6Industrial
Lndry Standp ~ Dent. Oper. Shamp Sink
Disposal ] Dip Well FlrAVst Sink
Dishwasher [ Drink Ftn Catch Basin
Sump Pump t Wait. St. Wash Fm
Ejector/Grind Ice Chest Urinal
Water Softner Exam Sink Gar Drain
Local Waste Sculry Sink Soda Disp
Clothes Wshr Hand Sink Coffee Maker
Bidet F Prep Sink Ice Maker
Beer Tap Serv Sink Site Drain
Classrm Sink Int Grease Trap Roof Drain
Surgeons Sink Ext Grease Trap Standp l~ec
Breakrm Sink
Electric Contractor
Use / Nature of Work
[--]Electric Installation Verificati6n form attached
(If Replacement)
Sanitary Sewer
Storm Sewer
Water Service
Size
Material Type # Conn. Type
3/02
- ~...., ".'
OSHRO$H
ON 'J!e.W~-()ER
- "'-"=:'-_.::~+>::7 _':,.,c::;:~:~~:.:,,~.:.~.~i~
WATER cALCULATION WORKSHEET
,...
"'",
INFORMA110N REQUIRED TO C~~~!~ WATEi<.@ii:;E~~, . ,:i;> >>~. . .:. '. '. .~.... '33,
. :;,..:~~~"""'. .: -z ... . . . . .. ..
1. Demand of building in bulldIng.!n. gallons perminute. =.:. -....,; ;)~i.~~~ ~. . ~:.:~ .._.',cGr::~)
.. ..... . . . . ::;:'iE.<~. . ~ .~. . .~~'-.,: < ':. ..' ..~~:". ~.' '.=: j'~';~(:, . :J ~. ... . . "~'
Difference in elevation fro"! ~~In.~fexternal pressure tank tc'l:fundl~g:conlrt:iryalve. (r~tJ
Size orwaler~~et~r~",!,e~~if!i.~~~;~~:,~~~~Et.!11tii,.k4:'2~~::J;~
. ._". ......~.. ....~~..... ' ..Ii.1..~';'';Io. ~...,~....~.. 'f",Q . ~~..r'- ..i?!....JI,......~~.,_-=---"'t:;..l~I..~~.~..t ..J~.'''':.o ~. ,-... ,..' ~..,.,... r;;cJ
..... .... ..,." .; __ .~e...,..."i"."'..""":t:....,~..,...~'_..U:< ....._... """"...-~ ..........,,;.'- ,.r.' .. .""'-.. ..... -, '.",
Developed l~~gtt~. f!"?I!l.~_~n'~f~iT!.aI .R~ss~re'~n~:. ~~.:oul!~tii~tSO~~ .~Sf;e~' ..'Fe ~">~~::=-(fe~9 .'e
. .: :~~A~:;':(;' ~:,?~'~;;~~~~~;~f@~~z.:f~~,?~~~~~~~~::~~~JJ;'0r;0;g~3-~F;;~;?'~~,. '72"
Low pressure at maln'lrrSffe9t or.external pressure, tarik:':.\~";S ~ ('..':.:~i ~ :'.::;;:i ''flf/: r:~~~~j :'.~\?: {pSI) .-'>- )
. .' .... -..-.. ..--' .... ._- ,-;.. .. ~.~.~.-.., . .... .. ..,. .." '.. . .. .' -;:.....
.
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2.
~
,).
.1.
6.
Low pressure at main in street or external pressure tank,.(value of #. 5 above)
Determine pressure loss due to' friction in ~inch diameter
water service. Subtract vaiue of "T
subtotal
33
2j'
;?-7
CALCUU\TE WATER SERVICE PRESSURE LOSS
I.
8.
Determine pressure loss due to eievation,
(multiply the vi3iue of #2 above by .434)
Subtr.:xct vaiue of 'S'
9.
Available pressure after the bldg. control valve. (enter in "E" below)
subtotal
:?-1
B.
Available pressure after lhe bldg. control valve. (from "g" above)
Value of "S"? 7
/.-......
)
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF. "A'.)
o
PreSS~lfe at c-::mtrol1ing fixture.
subtotal
-3
;Lt
S
/g
C.
Pressure loss of water meter (when meter is required)
subtract vaiue of "C.
subtotal
Subtract vaiue of '0"
s'Jbtctai
LJr :S-S
~ LiS-
t::
Difference in elevation betv-leen th~; buiiding control vaive
and the c-:Jnlrolling fixture in feet X :434 psii!1.
Subtrdct ':aiue of ":=.
Pressure loss due to water treatment devices, instantaner::us
waler heaters and backf10w preventers wtlic:-, serve the
controlling fixture.
subtetal
t)
~tf)
Olvido by value of "Go "/.s-
r (-2
s'Jbtotai
SubtrdC: '/aiue of "F"
,.....
\~.
Developed length from building contra! vaive to c::mtroliing
fixture in feet ~Zl X 1.5
Mu'igply by
100
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Fixture Listing
.. "'
~~
Date: January 24, 2003
~
Name: HANSON Q PLBG
Project: NSFR
Street:
Street: 2731 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
~I Ice Maker
/'"""\,
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 11/4 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
~,
~
WATER DISTRIBUTION DATASHEET
. ,
..
Date: January 24, 2003
.~
Name: HANSON Q PLBG
Project: NSFR
Street:
Street: 2731 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 1" Copper Tube Type K ASTM 888 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.~ 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. ---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 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 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 PM 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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