HomeMy WebLinkAbout0117094-Plumbing (water distribution)
-0"
OSHKOSH
ON THE WATER
Job Address 649 W 9TH AVE
CITY OF OSHKOSH
No
117094
PLUMBING PERMIT - APPLICATION AND RECORD
Owner CHASE MANHATTAN MORTGAGE CORP
Create Date 10/27/2005
Contractor MISCHO MECHANICAL
Category 410 - Residential-Interior
Plan
Bathtub 0 Shower 0 Water Softner 0 Wait.St. ---.2 Shamp Sink 0 Coffee Maker 0
Whirlpool 0 Floor Drain 0 Local Waste 0 Ice Chest 0 FlrlWst Sink 0 Int Grease Trap 0
Lavatory 0 Lndry Tray ---.2 Clothes Wshr 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
Toilet 0 Disposal 0 Bidet 0 Sculry Sink ---.2 Wash Ftn 0 RPZ Valve ---.2
Res. Sink ---.2 Dishwasher ---.2 Beer Tap 0 Hand Sink 0 Urinal 0 Eye Wash Statn 0
Bar Sink 0 Sump Pump 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0 Wtr Sewer Mtrs 0
Water Heater 0 Classrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0 Deduct Meters 0
Site Drain 0 Breakrm Sink 0 DipWelJ 0 F Prep Sink 0 Gar Drain 0 Wtr Usage Mtrs ---.2
Roof Drain 0 Ejector/Grind 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0
Mise- 0
Fixtures
Use/Nature
ofWork
Repair/Re-route water distribution to protect from freeze potential.
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 Parcelld #
0 1303610000
Valuation
$1,000,00
Plan Approval
$0,00
Permit Fees
$20.00 D.r:e!r11itVoicje.cJj
Issued By
Date 11/01/2005
In the performance of this work. I a9ree 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 se an ne ss approvals before starting such activity.
AgenUOwner
FOND DU LAC
Date N&J ( -¿
Signature
Address
1184A W SCOTT ST
WI 54937 - 0000
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.
WATER DISTRIBUTION DA T ASHEET
Date: November 1, 2005
Name: ~A\I'\'vA.(L
Street: C 0"'\ L...:) C\.~
Project:
Street:
City:
0::. ~ l<-C:<':>~
City:
1. ~ Gallon per minute buiding demand, predominatly Flush Tank.
2. ~ Low pressure at the Main in Street.
3, ~ Lb loss ftom a ~ ft difference in elevation ftom MaIn in Street to the Water Meter.
4a. 1.1 Lb loss from a 15.0 ft 3/4" Schedule 40 Galvanized Steel ASTM A53 water service from the Main in Street to the curb Stop.
- Pressure loss detemined using a C value of 125 , inside diameter of .824 and a velocity of 4.8 ft per sec.
4b, 2.5 Lb loss from a 35.0 ft 3/4" Schedule 40 Galvanized Steel ASTM A53 water service from the curb stop to the Water Meter,
- Pressure loss detemined using a C value of 125, inside diameter of.824 and a velocity of 4.8 ft per sec.
5. ~ Lb loss from a 5/8in Meter
6. ~ 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+~+E) x 100
A. ~ Pressure available for uniform loss (psillOO feet of pipe).
B. -.'!L1 Lbs of pressure available at the Water Meter.
C. ---1Q,Q Pressure needed at the controlling fixture. Pressure Balanced Shower Valve
D. ~ Lb loss resulting ftom a 12.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. ----.J! Lb pressure loss due to a serving the controlling fixture.
F. ~ 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 1/2 518 3/4 1 1 1/4 1 1/2 2 21/2 3 4
ActualI.D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value ofC 130 130 130 130 130 130 130 130 130 130
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 6.5 0 12.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833
Maximum FT WSFU 8 0 17.5 34 60 110 270 480 776 1833
Fixture Listing
Date: November 1, 2005
Name:
Street:
City:
\(i>6'~ 1"2-
( oÃ\Ct <..J q-\v-..
Project:
Street:
b~,,", \.<::.01'::' t-\
City:
Non Public Use Fixtures
Hot
Cold
Total
1 Automatic Clothes Washer 1.00 1.00 1.50
1 Hose Bib, 1/2" diameter .00 3.00 3.00
1 Kitchen Sink 1.00 1.00 1.50
1 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00
Total Water Supply Fixture Units
4.00
8.50
10,00
8,0 Gallon per minute demand ofthe building. Predominatly Flush Tank
27.2 Pressure available for uniform loss. For the table use - 28.0
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 1 1 1/4 11/2 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 130 130 130 130 130 130 130 130 130 130
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 6.5 0 12,5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833
Maximum FT WSFU 8 0 17.5 34 60 110 270 480 776 1833