HomeMy WebLinkAbout0111674-Plumbing
e CITY OF OSHKOSH No 111674
OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD
ON THE WATER
Job Address 1220 BUCHANAN AVE Owner CHAD A/TONYA M HUISMAN Create Date 1 0/29/2004
Contractor P&S PLUMBING Category 410 - Residential-Interior Plan
Bathtub 2 Shower 0 Ejector/Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
- - - - - -
Whirlpool 0 Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0
Lavatory 2 Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
- - - - - -
Toilet 2 Lndry Stndp 1 Clothes Wshr 0 Ice Chest 0 Flr/Wst Sink 0 Int Grease Trap 0
-
Res. Sink 1 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
- - - - - -
Bar Sink 0 Dishwasher 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0 RPZ Valve 0
- -
Water Heater 1 Sump Pump 1 Dent. Oper. 0 Hand Sink 0 Urinal 0 Eye Wash Statn 0
- - - - -
Site Drain 0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0
- - - - -
Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 1
Use/Nature NSFR/ New single family
of Work
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
0
Parcelld #
1601380000
$98.00 U Permit Voided I
Valuation
$6,700.00
Plan Approval
$0.00
Permit Fees
Issued By
Date 11/16/2004
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
Date
Address
PO BOX 2153
Agent/Owner
APPLETON
WI 54912 - 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 project is ready.
WATER CALCULATION WORKSHEET FOR
/ 2 2 D ß u c J+ A JJA-v
NAME/ADDRESS OF PROJECT
Î\
Demand of building In gallons per minute. WSFU's ~ = (GPM) ~
Difference in elevation from main or external pressure tank to building control valve. (feet) ~
Size of the water meter. (When applicable) 5/8" _,3/4" ¿, 1" _,1-1/2" _,2" _,3" -' 4" _,6"_.
Developed length from main or externai pressure tank to building control valve. (feet) /25 ¡
INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE
1.
2.
3.
4.
5.
Low pressure at main in street or external pressure tank.
(psig) --"..ì- > t:
Low pressure at main in street or external pressure tank. (vaiue of # 5 above)
Water service diameter is I fiLl" . Material is P t. À-<;, 1"/ L . Pressure loss
per 100ft=~psl. X~(decimal equivalent of service length, I.e.; 65ft = .65) 5, '7 ~.
(Subtract line 7. from line 6.) subtotal S '7 \ 2-:;-
Value of "E" '--I,;:' Lj
subtotal 2'1/,1/
Value of "F" -c.-
subtotal Z'i, '1 f
CALCULATE WATER SERVICE PRESSURE LOSS
6.
7.
8.
Determine pressure gain or loss due to elevation,
(multiply the value of # 2 above by .434)
value of "8"
g.
Avaiiable 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 ioss of water meter (when meter is required or installed)
Value of "C"
(Subtract line C. from line B.)
subtotal
D.
Pressure at controlling fixture.
(Controlling fixture is S 1-/0 «- l¥1\
Value of "D"
)
(Subtract the value of D.)
subtotal
E.
Difference in elevation between the building control valve
and the controlling fixture in feet ~ X .434 psi/ft.
(Subtract the value of E.)
F.
Pressure loss due to water treatment devices, instantaneous
water heaters and backflow preventers which serve the
controlling fixture.
(Pressure loss due to )
(Subtract the value of F.)
G.
Developed length from building control valve to controlling
fixtureinfeet~X1.5
Value of "G" I t7 '5""
,2íç'/iJ
(Divide by the value of G.)
(Water distribution piping material is ,/ H 'j c."'PI'e-", )
subtotal
Multiply by
"A" =
A.
Pressure available for uniform loss
SBD-6479 (RBIO2)
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