HomeMy WebLinkAbout0073314-Plumbing (interior) 0 CITY OF OSHKOSH No 0073314
OSHKOSH PLUMBING PERMIT APPLICATION AND RECORD
ON THE WATER
Job Address 350 WINDINGBROOK DR Owner KENT MOSEBACH Create Date 08/05/99
Contractor JIM'S PLUMBING Category 410 Residential- Interior Plan
Bathtub 1 Shower 1 Ejector /Grind Dip Well F Prep Sink Gar Drain
Whirlpool Floor Drain 1 Water Softner Drink Ftn Sery Sink Soda Disp
Lavatory 2 Lndry Tray 1 Local Waste Wait. St. Shamp Sink Coffee Maker
Toilet 2 Lndry Stndp 1 Clothes Wshr Ice Chest Flr/Wst Sink Int Grease Trap
Res. Sink 1 Disposal 1 Bidet Exam Sink Catch Basin Ext Grease Trap
Bar Sink Dishwasher 1 Beer Tap Sculry Sink Wash Ftn
Water Heater 1 Sump Pump 1 Dent. Oper. Hand Sink Urinal
Site Drain Classrm Sink Lab Sink Plaster Sink Standp Rec
Roof Drain Breakrm Sink Sterilizer Surgeons Sink Ice Maker
Use /Nature NSFR
of Work
Size Material Type Conn. Type
Sanitary Sewer
Storm Sewer
Water Service
Valuation $6,000.00 Plan Approval $0.00 Permit Fees $56.00
Issued By Date 10/01/99
Permit Voided
In the performance of this work, I agree to perform all work pursuant to rules governing the described construction.
Signature Date
Agent/Owner
Address W -6166 GREENVILLE DRIVE GREENVILLE WI 54942 0000 Telephone Number 757 -5258 OR 757 -64
Plumbing Permit Work Card
Job Address 350 WINDINGBROOK DR Permit Number 000QQO8 7 331 I Create Date 08/05/99
Owner KENT MOSEBACH Contractor JIM'S PLUMBING f
Category Yid Plan Value P Qd 0 $0.00
htub 1 1 Shower 1/ Ejector /Grind Dip Well F Prep Sink Gar Drain
Whirlpool Floor Drain Water Softner Drink Ftn Sery Sink Soda Disp
Lavatory 1 Z. Lndry Tray Local Waste Wait. St. Shamp Sink Coffee Maker
Toilet (r-Z_ Lndry Stndp 1 Clothes Wshr Ice Chest Flr/Wst Sink Int Grease Trap
Res. Sink 1 Disposal Bidet Exam Sink Catch Basin Ext Grease Trap
Bar Sink Dishwasher Beer Tap Sculry Sink Wash Ftn
Water Heater Sump Pump /1 Dent. Oper. Hand Sink Urinal
Site Drain Classrm Sink Lab Sink Plaster Sink Standp Rec
Roof Drain Breakrm Sink Sterilizer Surgeons Sink Ice Maker
Use /Nature
of Work
/I/ SF
Size Material Type Conn.Type
Sanitary Sewer
j C6
Storm Sewer
G Z
*veer Service
Date Type Inspector _J Approved
t 1 I
FIXTURE LISTING SHEET
Date: 09 -24 -1999
Purchaser's name here Reference: Security Homes
Address: 350 Windingbrock Lane
City: Oshkosh
NO. NONPUBLIC USE FIXTURES Hot Cold Total
1 Automatic Clothes Washer 1.0 1.0 1.5
1 Dishwasher 1.0 0.0 1.0
4 Hose Bib 1/2 0.0 12.0 12.0
1 Kitchen Sink 1.0 1.0 1.5
1 Laundry Tray 1.0 1.0 1.5
1 Bathtub, Lav Water Closet -FT 2.0 3.5 4.0
1 Shower, Lav Water Closet -FT 1.5 3.0 3.5
Hot Cold Total
Total water supply fixture units 7.50 21.50 25.00
17.0 Demand of building in gallons per minute. Predominate flush tank
0.0 Gallons per min added for Cont. Flow Special fixtures equip.
0.0 Water Supply Fixture Units added for Intermittent Flow equip.
22.1 Pressure available for uniform loss. For table use. 23.0
ntrolling fixture location:
MAXIMUM ALLOWABLE LOAD FOR COPPER TUBE TYPE M
PIPE SZ 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4
GPM 5.5 13.0 21.0 32.0 46.0 80.0 120 175 280
WSFU FM 0.0 4.5 7.0 16.0 40.0 148.0 365 740 1630
WSFU FT 6.5 18.0 32.0 60.0 113.0 275.0 475 780 1630
WATER CALCULATION WORKSHEET
Purchaser's name here For: Security Homes
1. 17.0 Demand of building in gallons per minute.
2. 48.0 Low pressure at main in street (or at external pressure tank).
3. 2.0 Difference in elevation from main to meter (or external pressure
tank to building control valve).
4. 3/4 Size of water meter (if applicable).
5a. 15.0 Developed length from main to curb stop (if no curb stop then from
main to meter, or external pressure tank to building control valve).
5b. 30.0 Developed length from curb stop to meter.
You Must First Find the Available Pressure After the Water Meter
(or at building control valve). To obtain this pressure, you must:
6a. 1.7 Find pressure loss due to friction in 1 K inch water
service main to curb (If no curb stop then from main to meter).
6b. 2.7 Find pressure loss due to friction in 1 Sc40 inch water
service curb to meter.
7. 0.9 Find pressure loss due to elevation, main to meter (or external
pressure tank to building control valve). Multiply the difference
in elevation by .434 p.s.i. /ft.
4.3 Find pressure loss due to meter (from manufacturer or AWWA).
9. 38.4 Subtract the loss due to friction (Step 6), loss due to elevation
(Step 7), and loss due to meter (Step 8) from the low main pressure
(or low pressure at external pressure tank). This calculation is the
available pressure after the water meter (or at the building control
valve). This answer is entered in line B, below.
WHERE: A ((B -(C D E)) divided by F) X 100
A. 23.0 Pressure available for uniform loss (p.s.i. /100' of pipe).
B. 38.4 Available pressure after water meter (at the building control valve
or low pressure at internal pressure tank). (See item 9. above).
C. 20.0 Pressure needed at controlling fixture.
D. 3.5 Difference in elevation between water meter (building control valve
or internal pressure tank) and controlling fixture
in feet 8.0 x .434 p.s.i. /ft.
E. 0.0 Pressure loss due to water softeners, water treatment devices,
instantaneous water heaters and backflow preventers which serve the
controlling fixture. Conventional water heaters usually do not have
a pressure loss.
r. 67.5 Developed length from water meter (building control valve or
internal pressure tank) to controlling fixture in feet 45 x 1.5.