HomeMy WebLinkAbout0067753-Plumbing (interior) CITY OF OSHKOSH No 0067753
OSH' OSH PLUMBING PERMIT APPLICATION AND RECORD
ON THE WATER
Job Address 374 WINDINGBROOK DR Owner DONALD KATHY KRUEGER Create Date 11/20/98
Contractor WATTERS PLUMBING Category 410 Residential- Interior Plan
Bathtub 1 Shower 1 Ejector /Grind Dip Well F Prep Sink Gar Drain
Whirlpool 1 Floor Drain 1 Water Softner Drink Ftn Sery Sink Soda Disp
Lavatory 5 Lndry Tray 1 Local Waste Wait. St. Shamp Sink Coffee Maker
Toilet 3 Lndry Stndp 1 Clothes Wshr Ice Chest FIr/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
of Work
NSFR
Size Matenai Type s corn. Type
Sanitary Sewer
Storm Sewer
TO SAWYER
CREEK
Water Service
Valuation $10,565.00 Plan Approval $0.00 Permit Fees $76.00
Issued By Date 12/15/98
U 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 1303 MIDWAY RD MENASHA WI 54952 0 Telephone Number 800 801 8125,733 -8
Os osh r r� PLUMBING PERMIT APPUCATION AND RECORD 6 72 s
an U ,..4„-- te
:oo Address Owner i _l i i C reefs Date
/y,
cntractor WATTERS PLUMBING )7 6p Calory )124,-A a
Plan
aloft 0 Shower E,ectodGrind Dip
P Well F Prep Sink Grease Trap
whirlpool 1 Floor Drain i (1 Water Softner Drink Fin Sery Sink P
Receptor
-avatory 11 Lndry Tray /'r Local Waste Wait St. Shamp Sink Other
roust 1/k3 Lndry Stndp C:othes Wshr Ice Chest
FlnWst Sink
Res. Sink Disposal Bidet Exam Sink
Catch Basin
3ar Sink Dishwasher Tr Beer TaplSoda Scui Sink
�7'�- T rY Wash Ftn
Nater Heater Sump Pump Dent. Oper. Hand Sink Urinal
JseiNature
:f Work
.V4.1.4_,L 4.41- x-e-e-i,- .A...&,dati-GFif CE I VED
DEC 0 7 1998
size Mariana' IYPe x arl OF
Sanitary Sewer COMMUNITY i)EtELOis ENT4
AI c _,...7-7,2gril r.)
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Storm Sewer n I� 1 7 c 1
f�` 1 f
F t f 91 (j 1
l
Water Service
zz e
/aluatton /D 565 0
Perrnit F s
sued By
Date
In the performance of this wait. I agree to perform ail work pursuant to rules governing the described canstruG.an.
Signature
Agent/Cwner Date
Address
Telephone Number
V ,8%yl/t
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FEB -08 -1999 09 59 WATTERS PLUMBING 414 733 2713 P.02/03
Information Needed for Water Service Sizing 4J, -•d h k
1. /7- b Demand of building in gallons per minute.
S Low pressure at main in street (or at external pressure tank).
3. Difference in elevation from main to meter (or external pressure tank to building control valve).
4. 3 4 Size of water meter (if applicable).
5. Developed length from main to meter (or external pressure tank to building control valve).
You Must First Find the Available Pressure After the Water Meter
(or at building control valve). To obtain this pressurt, you must:
6. 5.0 Find pressure loss due to friction in inch diameter water service.
7. c i' Find pressure loss due to elevation, main to meter (or external pressure tank to building control valve).
Multiply the difference in elevation by .434 psi/ft.
8. 3.7 Find pressure loss clue to meter. (from manufacturer or AWWA).
9_ 3 9.s 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)(Step 2). This calculation is the
available pressure after the water meter (or at the building control valve)_ This answer is entered in
Line B, below.
Information Needed for Water Distribution Sizing
Using the following formula, find the pressure available for uniform loss (psi/100' of pipe)
A_$- (C +D x 100
WHERE: F
A. Pressure available for uniform loss (psi/100' of pipe).
B. 3 Available pressure after water meter (at the building control valve or low pressure at internal pressure
Q tank). (See Step 9, above)
C. O Pressure needed at controlling fixture.
D. Difference in elevation between water meter (building control valve or internal pressure tank) and
controlling fixture in feet z Y x .434 psi/ft.
E. 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.
F. 9 7 Developed length from water meter (building control valve or internal pressure tank) to controlling
fixture in feet G? x 1.5
With pressure available for uniform loss, go to applicable table for distribution sizing.