HomeMy WebLinkAboutPlumbing (interior) � CITY OF OSHKOSH No 121659
OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD
ON THE WATER
Job Address 1251 LIBERTY ST Owner SHOWCASE CUSTOM HOMES INC Create Date 08/02/2006
Contractor P&S PLUMBING Category 410-Residential-Interior Plan
Bathtub 1 Shower Water Softner Wait.St. Shamp Sink Coffee Maker
Whirlpool Floor Drain 1 Local Waste Ice Chest FIr/Wst Sink Int Grease Trap
____.. ______ . . ..
Lavatory 3 Lndry Trey Clothes Wshr � Exam Sink Catch Basin Ext Grease Trep
Toilet 3 Disposal 1 Bidet SculrySink Wash Ftn RPZ Valve
Res.Sink 1 Dishwasher � Beer Tap Hand Sink Urinal Eye Wash Statn �
Bar Sink Sump Pump 1 Lab Sink Plaster Sink Standp Rec 1 Wtr Sewer Mtrs �
Water Heater 1 Ciassrm Sink Sterilizer Surgeons Sink Ice Maker Deduct Meters �
Site Drein � � Breakrm Sink Dip Well F Prep Sink Gar Drain Wtr Usage Mtrs
Roof Drain EjectorlGrind � Drink Ftn Sery Sink Soda Disp
Misc. � 2 Hose bibs
Fixtures
_—_.. .___ ._—_ ._ —____—________. .
Use/Nature NSFR/INTERIOR PLUMBING FOR NEW HOME ��,
of Work �. ',
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Size Material Type # Conn.Type � �
Sanitary Sewer
Storm Sewer
Water Service
Parcelld#
1203710000
+ Permit Voided '
Valuation �7,200.00 PIanl4pproval _ SO_00 Permit Fees $126.00 ❑ ',
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Issued By ����� � Date 09/21/2006
In ihe 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 restrictiorts 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 nec�ssary approvals before starting su�activity.
Signature � . / "-2"�t`���`_ !`f � a� L Z 2 (�l0-7 Date `�l 2 ( lG�
AgenVOwner
Address PO BOX 2153 APPLETON WI 549'12 -2153 Telephone Number 920-722-5035,920-7
. _. . _____.... . _.___ .. _- _ . _.___.
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 prqect is ready.
WATER CALCULATION WORKSHEET FOR
NM1NAD�RE55 OF PROJECT
INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE ��
1. Demand of building in gallons per minute. WSFU's = (GPM)
2. Difference in elevation from main or external pressure tank to building control valve. (feet)
3. Size of the water meter. (When applicable) 5/8"_, 3/4"_, 1"_, 1-1/2"_, 2"_, 3"_, 4"_, 6"_.
4. Developed length from main or external pressure tank to building control valve. (feet)
5. Low pressure at main in street or external pressure tank. (psig)
CALCULATE WATER SERVICE PRESSURE LOSS
6. Low pressure at main in street or external pressure tank. (value of#5 above)
7. Water service diameter is . Material is Pressure loss
per 100 ft= � psi.X (decimal equivalent of service length, i.e.; 65ft= .65)
(Subtract line 7. from line 6.) subtotal
8. Determine pressure gain or loss due to elevation,
(multiply the value of#2 above by.434) value of"8"
9. Available pressure after the bldg. control valve. (Subtract or add line 8. Enter in "B".) subtotal
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A")
B. Available pressure after the bldg. control valve. (from "9"above) Value of"B"
C. Pressure loss of water meter(when meter is required or installed) Value of"C"
(Subtract line C.from line B.) subtotal �
D. Pressure at controlling fixture. Value of"D"
(Controlling fixture is '� i; ,:"i; )
(Subtract the value of D.) subtotal �
E. Difference in elevation between the building control valve
and the controlling fixture in feet 1 C X .434 psi/ft. Value of"E" ��: 'I `/
(Subtract the value of E.) subtotal ! S . /��
F. Pressure loss due to water treatment devices, instantaneous
water heaters and backflow preventers which serve the
controlling fixture. Value of"F"
(Pressure loss due to ) �
(Subtract the value of F.) subtotal � •�'
G. Developed length from building control valve to controlling
fixture in feet `( ,' X 1.5 Value of"G' �� �
(Divide by the value of G.) subtotal - _
(Water distribution piping material is + ' (� ,C )
�— Multiply by 100
A. Pressure available for uniform loss , � � , ` ' ` °A" _
SBD-6M1]9(R8102)