HomeMy WebLinkAbout2006-Plumbing
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OSHKOSH
ON THE WATER
Job Address 908 WASHINGTON AVE
CITY OF OSHKOSH
PLUMBING PERMIT - APPLICATION AND RECORD
Owner ANTHONY E/JEAN D BLANDO
Contractor DRUCKS PLUMBING
Category 410 - Residential-Interior
Bathtub Shower Water Softner Wait. St. Shamp Sink
Whirlpool Floor Drain Local Waste Ice Chest FlrfWst Sink
Lavatory Lndry Tray Clothes Wshr Exam Sink Catch Basin
Toilet Disposal 1 Bidet Sculry Sink Wash Ftn
-
Res. Sink 1 Dishwasher 1 Beer Tap Hand Sink Urinal
-
Bar Sink 1 Sump Pump 1 Lab Sink Plaster Sink Standp Rec
Water Heater Classrm Sink Sterilizer Surgeons Sink Ice Maker
Site Drain Breakrm Sink Dip Well F Prep Sink Gar Drain
Roof Drain Ejector/Grind Drink Ftn Serv Sink Soda Disp
Misc. OUTSIDE SILCOCK
Fixtures
Use/Nature SFR/ KITCHEN ADDITION ..CHECK #60387
of Work
No
120483
Create Date
07/11/2006
Plan
Coffee Maker
lnt Grease Trap
Ext Grease Trap
RPZ Valve
Eye Wash Statn
Wtr Sewer Mtrs
Deduct Meters
Wtr Usage Mtrs
Size
Material
Type
#
Conn. Type
Sanitary Sewer
.
Storm Sewer
Water Service
Valuation
$6,528.00
Plan Approval
$0.00
$42.00 D Permit Voided I
Parcelld #
1101240000
Permit Fees
Issued By
Date 07/11/2006
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) and to secure any necessary approvals before starting such activity.
Signature
Address PO BOX 355
AgenUOwner
MENASHA
WI 54952 - 0000 Telephone Number 426-2654
Date
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
Numbelr. Unless specified otherw)se, we will assume the project is ready at the time the request is received. Work may
continUie if the inspection is not performed within two business days from the time the project is ready.
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.WATER CALCULATION WORKSHEET
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Jnformation Needed for Water Service Sizing
1.
2.
3.
I~'~
(" ~
70S /-.4f-rc.
&5 {<e,"o~1
Low pressure at main in street. (or at external pressure tank). Illo () )' pn-.
. ~1tt . ":""'''"1!'?>.~
Difference in elevation from .main to meter (or e ~ t~lr,~~ri
control valve). -
ding
Demand of building in gallons per minute.
y'
4.
5A,"
o Size of water meter (if applicable).
JUL 1 1 2006
-,s'
5. I Developed length from main to meter (or external pressi.frf!!\{ankUt~btih1ding
control valve). t."' J \C\j: i n'f,.,f\11FW\IT
t" ..# L,., if L"~",,\.,, ~Ui_jl t
You Must First Find the Available Pressure After the Water Meter
(or at building control valve). To obtain this pressure, you must:
6. ~.S Find pressure loss due to friction in ~ inch water service. 'V4Iu.
7. I, l~ Find pressure loss due to eleva tion, main to meter (or external pressure tank to
building control valve). Multiply the difference in elevation by .434 n.s.i./ft.
. . ~~F
S. 7 Find pressure loss due to meter. (from manufacturer or A W\V A).
9. 52.;11 Subtract the loss due to friction (Seep 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.
Information Needed for Water Distribution Sizing
Using the following formula.. find the pressure available for uniform loss (p.s.ilIOO' of pipe)
A = B - ( C + D + E) x 100
WHERE: F
A. L3,QY Pressure available for uniform loss (p.s.i./l00' of pipe).
B. 52,77 Available pressure after water meter (at the building control valve 'or low pressure
at internal pressure tank). (See item 9, above).
C.
D.
8
Pre'ssure needed at controlling fixture.
~ H7 Difference in elevation between water meter (building control valye or internal
pressure tank) and controlling fixture in feet ~ x .434 p.s.i./ft.
Pressure loss due to water softeners, water trea tment devices, instantaneous
water heaters and backflow preventers. Conventional water heaters usually do not
have a pressure loss.
F. /'2.5 Developed length from water meter (building control valve or internal pressure
tank) to controlling fixture in feet .ll2:.. x 1.5.
--
E.
With pressure available for uniform loss. go to applicable table for distribution sizing.
....._ _ .; 1_" In no 100'
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cold
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_____,~~ Q..f....fixtl1r~._. no. of fixtures _
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Pipe Size
Distribut1Qn Pipe
G.P..M.
1'[2 It
3/4 II
1 It"
1 1/4 \I
1 1/2 11
2 tI
2 1 II
111
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JUL 1 1 2006
public
'~~~a.,~~~{;:\~~;~i~~R~gt~.~ITF1USh Tank
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Service Building,
~ype ' Demand ~
G. P.M. . '
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Distribution
Type
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