HomeMy WebLinkAbout0108725-Plumbing (interior)OSHKOSH
ON THE WATER
.lob Address 445WINDINGBROOK DR
Contractor MISCHO MECHANICAL
CITY OF OSHKOSH
PLUMBING PERMIT - APPLICATION AND RECORD
Owner JEFF KUETHER
Category 410 - Residential-Interior
No 108725
Create Date 05/05/2004
Plan
Bathtub 1 Shower 2 Ejector/Grind 0 DipWell 0 F Prep Sink 0 Gar Drain 0
Whirlpool 1 Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0
Lavatory 5 Lndry Tray 0 LocaIWaste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet 4 Lndry Stndp 1 CIothesWshr 0 Ice Chest 0 FIr/Wst 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 SculrySink 0 Wash Ftn 0 RPZValve 0
Water Heater 1 Sump Pump 1 Dent. Oper. 0 Hand Sink 0 Urinal 0 Eye Wash Statn 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 1
Use/Nature
of Work
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 $8,400.00 Plan Approval $0.00 Permit Fees $147.00 ~ Permit Voided
Issued By
Parcel Id #
1614401600
Date 06/15/2004
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) and to secure any necessary approvals before starting such activity.
Signature Date
Agent/Owner
Address P O BOX 153 ROSENDALE WI 54974 - 0153 Telephone Number
920-907-0077
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.
Plumbing Permit Work Card
Job Address 445 WINDINGBROOK DR Permit Number 108725 Create Date 05/05/2004
Owner JEFF KUETHER Contractor MISCHO MECHANICAL
Ttegory 410 Residential- Interior Plan Value $8,400.00
A thtub 1 Shower 2 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Whirlpool j 1 Floor Drain 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0
Lavatory r J Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet ft/i 4 Lndry Stndp 1 Clothes Wshr 0 Ice Chest 0 Flr/Wst Sink 0 Int Grease Trap 0
Res. Sink 1 Disposal 1 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 1 Sump Pump 1 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 1
Use /Nature NSFR
of Work
Size Material Type Conn.Type
Sanitary Sewer
ry 0
0
0 r 0
0
Storm Sewer 0
0
bij 0
0
0
Water Service 0
0
0
0
0
Date Type Final Inspector WJ (Chip) Callies
REQUEST LINE CALL WITH RESULTS
Date /Time requested: 10/19/04 12:48 PM Notice Type: Telephone Number: MARK 375 -0280
Access:
LOCK BOX 2468
Ready Date /Time: 10/19/04 12:48 PM Requested By: MISCHO MECHANICAL
Q Reinspect Fee 0 Fee Waived Ei Reinspect Fee Paid
pj 6,//p/o 3)
Of-/
1 8 07___
Fixture Listing
Date: October 21, 2004
Name: MISCHO MECH Project: NSFR
Street: Street: 445 WINDINGBROOK DR
City: City:
Non Public Use Fixtures
Hot Cold Total
1 Automatic Clothes Washer 1.00 1.00 1.50
1 Bathtub, with or without shower head 1.50 1.50 2.00
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
2 Lavatory 1.00 1.00 2.00
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
2 Shower Stall, lavatory and water closet FT group 3.00 6.00 7.00
Public Use Fixtures
Hot Cold Total
1 Ice Maker .00 .50 .50
Total Water Supply Fixture Units 10.50 22.50 27.50
18.5 Gallon per minute demand of the building. Predominatly Flush Tank
9.9 Pressure available for uniform loss. For the table use 10.0
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 2 1/2 3 4
Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value of C 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 0 11 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4 7 17 39 144 374 731 1835
Maximum FT WSFU 4 0 15 34 62 112 270 484 776 1835
?,s 3
67
a r --S
l (9
WATER DISTRIBUTION DATASHEET
Date: October 21, 2004
Name: MISCHO MECH Project: NSFR
Street: Street: 445 WINDINGBROOK DR
City: City:
1. 18.5 Gallon per minute buiding demand, predominatly Flush Tank.
2. 55.0 Low pressure at the Main in the Street.
3. .0 Lb loss from a .0 ft difference in elevation from Main in the Street to the Water Meter.
4a. 1.5 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 7.6 ft per sec.
4b. 3.6 Lb loss from a 50.0 ft 1 1/4" PE Tubing CTS ASTM 2737 AWWA C901 water service from the curb stop to the Water Meter.
Pressure loss detemined using a C value of 150 inside diameter of 1.060 and a velocity of 6.7 ft per sec.
5. 5.1 Lb loss from a 3 /4in Meter
6. 44.8 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. 10 Pressure available for uniform loss (psi/100 feet of pipe).
B. 44.8 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture. T/S FAUCET
D. 8.7 Lb Loss resulting from a 20.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. 8.0 Lb pressure loss due to a WTR SFNR serving the controlling fixture.
F. 82.5 Ft Developed length from the 55.0 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 2 1/2 3 4
Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value of C 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 0 11 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4 7 17 39 144 374 731 1835
Maximum FT WSFU 4 0 15 34 62 112 270 484 776 1835
10/20/2004 05:30 9208729612 MISCHO MECHANICAL PAGE 02
OS H ^OSH WATER CALCULATION WORKSHEET ecr5
oN THE wA'rER lr �w
f ORMATION REQUIRED TO CAI.CUC ATE WATER SERV10E.SIZE
i t. Demand of building in din bulldiny I per mtnute j, (GPM) Cj PM
2. Difference in eIevatfon from rnelh nreoctemat pressure .tenk ta coc�ttnfy a
3. size'
seer' f a
1{ r "'K:
1 �,i ,r3r,�,- eiiit(ze
f ib tr ti rr I' 'Or reeeuror an 3' �..,1 :44
a. Developed le n r J A„� i,.
5. Low presauro li flOY t, set o ra 4
CALCULATE WATER SERVICE PRESSURE LOSS
aF 6. Low pressure at main in street or extern re,tank.(value of e 5 above) SS
i i
7. Determine pressure loss due to frictl in inch diameter Subtract value of •7*
water service. Subtract
C-‹
subbDtal 5?-.S5---
S5
9. Determine pressure loss due to elevation. S value of '8'
(multiply the value of 0 2 above by .434)
9. Available pressure after the bldg. control valve. (enter in 'r below) subtotal `J 4-.W
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "Al `s
9. Available pressure after the bldg. oontroi valve. (from IT above) Value of '13
C. Pressure loss of water meter (when meter is required) Subtract value of 'C' 61. 7—
subtotal
4
D. Pressure et controlling fixture. Subtract vatue of 'O 2.0
subtotal
c`. Difference in elevation between the budding control valve Subtract value of 'E'
and the cony fixture in feet, X .434 psi/ft
subtotal -1— t
F. Pressure loss due to water treatment devices, instantaneous
water heaters and baekfbw preventive white serve the Subtract value of 'F" controlling fixture.
subtotal 1 -l• tql
G. Developed length TM^ uilding control valve to controlling Divide by value of 'G' p!
fixture in feet X 1.5
subtotal 10
Multiply by 100
A Pressure available for uniform loss "A" s 44V0
I apt ce