HomeMy WebLinkAbout0119891 P
e
OSHKOSH
ON THE WATER
Job Address 24002410 WISCONSIN ST
CITY OF OSHKOSH
No
119891
PLUMBING PERMIT - APPLICATION AND RECORD
Owner WilLIAM TRICKEL
Create Date
05/05/2006
Contractor LARRY HANSEN PlBG
Category 410 - Residential-Interior
Plan
Bathtub
Whirlpool
Lavatory
Toilet
Res. Sink
Bar Sink
Water Heater
Site Drain
Roof Drain
Misc.
Fixtures
Use/Nature NEW DUPLEX! New 2 story side by side duplex, 2 car attached garages and 12' x 12' patio per unit.
of Work
2
2
8
6
2
Shower 1 Water Softner
-
Floor Drain 2 Local Waste
-
Lndry Tray 2 Clothes Wshr
Disposal 2 Bidet
-
Dishwasher 2 Beer Tap
-
Sump Pump 2 Lab Sink
Classrm Sink Sterilizer
Breakrm Sink Dip Well
Ejector/Grind Drink Ftn
hose bibs
Wait. St.
Ice Chest
2 Exam Sink
Sculry Sink
Hand Sink
Plaster Sink
Surgeons Sink
F Prep Sink
Serv Sink
Shamp Sink
FlrlWst Sink
Catch Basin
Wash Ftn
Urinal
Standp Rec
Ice Maker
Gar Drain
Soda Disp
Coffee Maker
Int Grease Trap
Ext Grease Trap
RPZ Valve
Eye Wash Statn
Wtr Sewer Mtrs
Deduct Meters
Wtr Usage Mtrs
2
4
Size
Material
Type
#
Conn. Type
Sanitary Sewer
Storm Sewer
Water Service
Parcel Id #
1219740102
Valuation $14,50~ \ Plan Approval
Issued By ~ 'lA.J
$0.00 Permit Fees
$273.00 D Permit Voided I
Date 06/06/2006
In the performance of this work, I agree to perform all work pursuant to rules governing the described construction.
While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work
described in this permit application within an easement, the City strongly urges the permit applicant to contact the
easement holder(s) secure any n cessary a pr Is before starting such activity.
Signature Date C ~ -60"
~
WI 54914 - 0000 Telephone Number 130-0205
Address
To schedule inspections please call the Inspection Request line at 236.5128 noting the Address, Permit Number, Type of
Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone
Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may
continue if the inspection is not performed within two business days from the time the project is ready.
06/10/2006 01:49
9207575807
HANSEN PLUMBING INC
PAGE 03
;' ---'(', "<~
WATER DISTRIBUTION DA T ASHEET
Date: 1une 6, 2006
Projea; ~lex
Stre~: ,7400
City: Oshkosh
Wisconsin St.
Name: ~om Trickel
Street:
City:
=-
:--
1.
2.
17.9 Gallon pel minute buiding demand, prcdominaUy Flush Tank.
60.0 l..,Qw pressure at the Main in the Street.
3. _~A. Lb IOS5 from a 6.0 11 difference in elevation from Main in the Street to the Water Mclet'.
48. 1.8 Lb loss from a 80.0 ft 1 112" PB Tubing ASTM 3309 water service from the Main in the Street to Ihe Water Meter.
- Pressw:e loss ~ using a C value of. l50, inside diameter of ),3.29 and II velocity of 4.1 ft per sec.
4b. ~ No 2nd part water lalWll.
5. 4.8 Lb loss from a 3/4in Meter
6. 50.8 Lbs ofpressure llvailable at the Water Mete\". This value is entered in (B) below.
The (A) value lisred below is detennined by usil\B the following formula, then rounding the result up.
A = B.(C+O+g} x 100
F
A. ~ Pressure available for uniform loss (psi/lOO feet of pipe).
B. 50,8 Lbs of pl,'essurc available at the W tier Moter.
c. ~ Pressure needed at the contrOlling fixture. mllsl.cr sh. valve
D. ~ Lb loss resulting from A 11.0 ft difference in elevation from !he Wau:r Meter to the controlling fixl~.
E. .0 Lb pressure loss due to II no pressure loss devices serving the controllln& fixture.
F. 111.S Ft Developed length from the 7~.O n lIClue.11ength of piping from the Waler Meter to lhe controlling fixture.
-'--"
Mwmtm Allowable load for Copper Tube Type M, ASTM B88
--'
Nominal Size 112 5/8 3/4 1 11/4 11/2 2 21/1 3 4
-
Actual J. O. .569 0 .811 1.055 l.291 1.527 2.009 2.491 2.981 3.935
-. ...-......
ValueofC 150 150 150 150 150 150 150 1.50 ISO 150
Velocily in fI: per sec. ~ 8 8 . 8 S 8 8 8 8 8
-
MCldmusn Gpm 6 0 12.5 21.5 32 45 19 121 174 303
... ...-.
Maximum FM WSFU 0 0 4.5 7 17 39 144- 374 731 1835
Maximum FT WSFU 7.5 0 18 34 62 llZ 270 484 776 1835
.. ....m
06/10/2006 01:49
920757581217
HANSEN PLUMBING INC
PAGE 1215
-r-'~ .
r i~ ~
WATER DISTRIBUnON DA TASlIEET
Daw: lune 6, 2006
Street:
Project: dupl~
Street: 2410 Wisconsin St.
Name: Wi1liuw. Trickel
City:
City: Oshkosh
__..._::::Mi-:"
-
L 17.9 Gallon per minute buiding dc:m.and., predominlltIy Flush Tank:.
2. 60.0 Low presSUTC at the Main in the Street.
3. 1.6 f.,b loss from a ~ft differenoc in elevation from Main in the Sired to the Water Meter.
48. 1.8 Lb loss from a 80.0 n 1 1/2" P:B Tubing ASTM 3309 water service from the Main in the Street to the CW'b stop.
- PressUl'e loss detcmined using a C value of 150, insid.e diameter of 1.329 and a veloci.ty of 4.1 n per sec.
4b. 8.0 Lb loss from a 60.0 n 1" PB Tubing ASTM 3309 wa\..el" s~jce from the curb s10p to the Water Meter,
- Pressure loss ck:t.mUned using a C value of I SO , il)(lide diameter of. 921 and a velocity of 8.6 n per sec.
5. 4.8 Lb loss from a 314m Meter
6. 4.1.8 Lbs of pressure available at the Water Meter. This value is entered in (6) below.
The (A) value listed below is detemrined by using the followin.s fomwla, then rounding the result up.
A = a-(C+f-t-E) :0> I ClO
A. ----.1! PressU(e available for uniform loss (psi/100 feel of pipe),
S, ~ Lbs of pl'eSllU1'e available at the Water Meter.
C. ~ Pressure needed at the controlling fixture. roaster sh. valve
D. ~ Lb loss resulting from a 12.0 ft difference in elevation from the Wat.cr Meter totbe controlling fIXture,
E. .0 Lb pressure loss due \.0 a n<l pressure loss devices serving the conltoUiog n~turc.
F. 1 U.3 Fl Developed length from I.hc 75.0 l\ l\Ct.uat length of piping from the Wo.Lcr Meter to tIw controlling fi:o>lure.
Maximun Allowable load for Copper Tube Type M, ASTM 888
Nominal S IZC 1/2 5/8 3/4 1 J 1/4 11/2 2 21/2 3 4
Actual I. D. .569 0 .I'll I. 1.055 1.291 1.5,27 2,009 2.495 2.981 3.935
--.-".-.-- .----..--..... ..-...-.-
Value ofC ISO 150 150 150 150 150 150 150 150 ISO
Velocily in ft per sec. S II 8 II 8 8 8 8 8 8
~....- ...-...-.-..-
McWmuro Gpro 5.5 0 1:2.5 21.5 32 45 79 III 174 303
Maximum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835
--.-.------
Maximum FT WSFU 6.5 0 18 34 62 112 210 484 776 1835