HomeMy WebLinkAbout0118484-Plumbing (interior)
0,
OSHKOSH
ON THE, WATER
Job Address 2753 MINERVA ST
CITY OF OSHKOSH
No
118484
PLUMBING PERMIT - APPLICATION AND RECORD
Contractor P&S PLUMBING
Category 410 - Residential-Interior
Create Date 12/15/2005
Plan
Owner DEWEY HOMES INC
Bathtub 2 Shower 1 Water Softner 0 Wail.SI. 0 Shamp Sink 0
Whirlpool 0 Floor Drain 1 Local Waste 0 Ice Chest ~ FlrlWst Sink 0
Lavatory 3 Lndry Tray 0 Clothes Wshr 1 Exam Sink 0 Catch Basin 0
Toilet 3 Disposal 1 Bidet 0 Sculry Sink 0 Wash Ftn 0
Res. Sink 1 Dishwasher 1 Beer Tap 0 Hand Sink 0 Urinal 0
Bar Sink 0 Sump Pump 1 Lab Sink 0 Plaster Sink ~ Standp Rec 2
Water Heater 1 Classrm Sink 0 Sterilizer 0 Surgeons Sink ~ Ice Maker 0
Site Drain 0 Breakrm Sink 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Roof Drain 0 Ejector/Grind 0 Drink FIn 0 Serv Sink 0 Soda Disp 0
Misc. 2 hose bibb
Fixtures
Coffee Maker ~
Int Grease Trap ~
Ext Grease Trap ~
RPZ Valve 0
Eye Wash Statn 0
Wtr Sewer Mtrs 0
Deduct Meters ~
Wtr Usage Mtrs 0
Use/Nature
ofWork
~SFRI New single family single story ranch with 2 car attached garage and 14' x 14' patio driveway will be 22' wide.Gas water heater.
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 1230150000
Valuation
$7,500.00
Plan Approval
$0.00
Permit Fees
$140.00 D Permit Voided]
Issued By
Date 03/13/2006
In the performance of this work, I agree to perfonm 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 penmit 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 ~ ~ 2 2 Zç. " 3>
AgenUOWner
Date 3)))/t1C
Address PO BOX 2153
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
21753 MJNl..?f2.vA
NAME/ADDRESS OF PROJECT
INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE
1.
Demand of building in gallons per minute. WSFU's ~ = (GPM) / S, 2.
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 external pressure tank to building control valve. (feet) lie ¡
2.
3.
4.
5.
(psig) ;" S
Low pressure at main in street or external pressure tank.
CALCULATE WATER SERVICE PRESSURE LOSS
6.
-;"s
Low pressure at main in street or external pressure tank. (value of # 5 above)
Water service diameter is I 1/ . Material is 1/ /"f" c."'l'tfll.¥1( . Pressure loss
per 100 ft=....:J....-psL X t,t D (declmalequlvalentofservlcelength,Le.;65ft=.65)
7.
'1/)0
(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"
,-c.-
9.
'2 '1,)
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.
2Jl, 3>
~
Available pressure after the bldg. control valve. (from "9" above)
Vaiue of "B"
C.
Pressure loss of water meter (when meter is required or installed)
Value of "C"
(Subtract line C. from line B.)
23/(
~
/5,1
subtotal
D.
Pressure at controlling fixture.
(Controlling fixture is S 1-+ c t&-e- 11
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 psilft.
Value of "E" LI,>//
subtotal ~
Value of "F" -c;.-
subtotal I ( I ::, ç,.
(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 controliing
fixtureinfeet~X1.5
(Water distribution piping material is
Valueof"G" /17 ':::i
., " (Divide by the value of G.) subtotal. 1 Ó lr 2.
, H CÞ-1'tf1ël1 )
Multiply by ---1QL
A.
/01,,1--2.
Pressure available for uniform loss
"A" =
seD .6479 (R8I02)
Fixture
#Fixtures
Icemaker
1/2" Hose Bib
Kitchen Sink
Dishwasher
Automatic Washer
Shower, Lav, Toilet
Bathtub Lay. Toilet
Table 82.40 - 6
I" - 34.0 w,s.f.u.
3/4" - 15.5 w.s.f.u.
1/2" - 5.0 w.s.f.u.
1
2
1
1
1
1
2.
<
w.s,f.u,
total w.s.f.u,
0.5
3.0
1.5
1.0
1.5
3.5
4.0
0.5
6.0
1.5
1.0
1.5
3.5
8.0
22.0 w.s.f.u.