HomeMy WebLinkAbout0107100-Plumbing (interior)OSHKOSH
ON THE WATER
.lob Address 1370 JUDY LEE CT
Contractor HANSON QUALITY PLUMBING
CITY OF OSHKOSH
PLUMBING PERMIT - APPLICATION AND RECORD
Owner THOMAS N RUSCH
Category 410 - Residential-Interior
No 107100
Create Date 01/21/2004
Plan
Bathtub 1 Shower 2 Ejector/Grind 0 DipWell 0 F Prep Sink 0 Gar Drain 1
Whirlpool 0 Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0
Lavatory 4 Lndry Tray 0 LocaIWaste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet 4 Lndry Stndp 1 ClothesWshr 0 Ice Chest 0 FIr/VVst 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 SculrySink 0 Wash Ftn 0 RPZValve 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 2 story
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
Valuation $8,300.00 Plan Approval $0.00 Permit Fees $140.00 ~J Permit Voided
Issued By
Parcel Id #
1343650000
Date 03/26/2004
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
Agent/Owner
Address 550 N BLUEMOUND RD APPLETON WI 54914 - 0000 Telephone Number
730-0205
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.
Plumbing Permit Work Card
Job AddresA 1370 JUDY LEE CT Perm it Number 107100
Owner THOMAS N RUSCH Contractor HANSON QUALITY PLUMBING
Category 410 -Residential-Interior Plan
thtub ~ 1 Shower ~~ Ejector/Grind 0 Dip Well 0 F Prep Sink _
Whirlpool 0 Floor Drain ~ 1 Water Softner 0 Drink Ftn 0 Serv Sink
Lavatory
(~ Lndry Tray
0
Local Waste
0
Wait. St.
0 _
Shamp Sink
Toilet
~ (i' (4 Lndry Stndp ~
1 1
Clothes Wshr
0
Ice Chest
0 _
FldWst Sink
Res. Sink ~ Disposal (1 Bidet 0 Exam Sink 0 Catch Basin _
Bar Sink O Dishwasher (1 Beer Tap 0 Sculry Sink 0 Wash Ftn
T
Water Heater 1 "~ Sump Pump
~ 1
Dent. Oiler.
0
Hand Sink
0 _
Urinal _
Site Drain 0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec _
Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker _
Use/Nature
of Work
NSFR/ New single family 2 story --- - - ---
Value $8,300.00
0 Gar Drain 1
0 Soda Disp 0
0 Coffee Maker 0
0 Int Grease Trap 0
0 Ext Grease Trap 0
0
0
0
P 1
Size Material Type #
Sanitary Sewer p
0
0
0
0
Storm Sewer 0
0
0
0
0
rvater Service p
0
0
0
0
Create Date 01/21/2004
Conn. Hype
Date
Type Inspector
( ~ C~/
r (.~~~I
Date/Time requested:
Access:
Notice Type:
Telephone Number:
Ready Datemme: Requested By:
Reinspect Fee ~ Fee Waived ^ Reinspect Fee Paid
---------------------------------------------------------------------------------------------------------
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WATER CALCUl.l1,TdION WORKSHEET FOR ~ Q ~ .,L
. wucaoo~ss of
It~ORMAT1pN REQ(NRd:D TO CALCULATE WATT=R SERVICE SIZE
1. Oemend of building in gaNons per minute. WSFU's ,~~;_~_ (GPt~() ~~ ~
2• Dilferertce in elevation from main or exlemal pressure tank to buadtng control valve. (fit) _ ',~
3• awe of the water meter. (When applicable) 5/8" 314' 1' _, 1-112' ~. Y _, 3" ,_, 4" _, 6" _
4. Developed length tram mean or external pressure.tank to bu~7ding otirrirol valve. (feet) ~~
5. Law pressure at main in street or external pressure tank. (pslg)
CAi-CULATE WATER SERVICE PRESSURE LOSS
!;• Low p-vssure at main in street or external pressure tank. (value of # 5 shove) •~
?. Wader service diameter U ~ / Material is a ST: ~c. Pn!ssure loss
per 100 ft * ~_ psi. X~(decimal equ nt at seMoe kn~h. I.e.; d35R = .66)
,~
(subtract rate 7. from line 6.) subtotal ~ d.
$. Determine pressure gain or loss due to Qlevatbn~
(multiply thv valua of #'2 above by .434) value of 'e'
9. Available pressure after the bldg. contrd valve. (Subtract'or add ire 8. Eller in '8';) subtotal ~_
CALCULATE THE PRESSUR!< AVAILABLE FOR ONIFOR1il LOSS (VALUE OF "A") , ,
B. Available Pressure albrr the bldg. control valve. (1Fom '9' above) ~ Ve~e of 'B" ~ ~
C.
Pnessixe bas d wafter meter (when •meter is r~aquirsd or inst~ed) ., Vak~e o1't;' `
~ " J
(Subtract fine C. from fine B.) subtotal ~_~
D. pnosstre et oOt~olPrp fodure. Value of `D'
(Controlling ~re Is ' ^ °1,~~io r ~`e
/ /r )
~
(Subtractthe value of D.) subtotal ~ ~.---
E. Did'fen~nce M etav2ddon between the building control valve
d th Gt
s-~
an
e caMrdling fixture in feet X .434 psllft. Value of E" '
/
(Subtract the value of E.) subtotal ~ ~.~
F.. Pressure~.ioss due to water troabtrent devices. itgRantaneous
water heeteis and beckflow pre+reMers which serve the
oontrol(iny fixture.
(Pressure. foss due to
(Sublydct the value of F.)
G• Developed length from twNding contrd valve to oDntrouing
' fiuWre in feet ,~ X 1.5
(Divide by the value of G.)
(W~ter~ributdon piping material is_l ~,~,,~j
A• ~t'tessuro available for uniform loss
Y!OlM1i~ (MN's
Value of'F'
subtotal ~~~ ~7
Value of `Q" 9 ~
subtotal ~~~
~ bI- ~
aAn L
WATER DISTRIBUTION DATASHEET
Date: May 13, 2004
Name: HANSON Q PLBG Project: NSFR
Street:
City:
Street: 1370 JUDY LEE CT
City:
1. 16.7 Gallon per minute buiding demand, predominatly Flush Tank.
2. 53.0 Low pressure at the Main in Street.
3. .0 Lb loss from a .0 ft difference in elevation from Main in Street to the Water Meter.
4a. 1.2 Lb loss from a 15.0 ft 1" Copper Tube Type K ASTM B88 water service from the Main in Street to the curb stop.
Pressure loss detemined using a C value of 150 ,inside diameter of .995 and a velocity of 6.9 ft per sec.
4b. 3.0 Lb loss from a 50.0 ft 1 1/4" PE Tubing CTS ASTM 2737 AWWA C901 water service from the curb stop to the Water Meter.
Pressure loss detemined using a C value of 150 ,inside diameter of 1.060 and a velocity of 6.1 ft per sec.
5. 4.2 Lb loss from a 3/4in Meter
6. 44.7 Lbs of pressure available at the Water Meter. This value is entered in (B) below.
The (A) value listed below is determined by using the following formula, then rounding the result up.
A = B- C+D+E x 100
F
A. 31 Pressure available for uniform loss (psi/100 feet of pipe).
B. 44.7 Lbs of pressure available at the Water Meter.
C. 8.0 Pressure needed at the controlling fixture. T/S FAUCET
D. 9.5 Lb loss resulting from a 22.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. .0 Lb pressure loss due to a no pressure loss devices serving the controlling fixture.
F. 90.0 Ft Developed length from the 60.0 ft actual length of piping from the Water Meter to the controlling fixture.
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4
Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value of C 150 150 150 150 150 150 150 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 g
Maximum Gpm 6 0 12.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835
Maximum FT WSFU 7.5 0 18 34 62 112 270 484 776 1835
Fixture Listing
Date: May 13, 2004
Name: HANSON Q PLBG
Street:
City:
Non Public Use Fixtures
unt ('`nl.i Tnf~l
1 Automatic Clothes Washer 1.00 1.00 1.50
1 Dishwashing Machine 1.00 .00 1.00
2 Hose Bib, 1/2" diameter .00 6.00 6.00
1 Kitchen Sink 1.00 1.00 1.50
1 Lavatory .50 .50 1.00
1 Water Closet, gravity type flush tank .00 2.00 2.00
1 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00
2 Shower Stall, lavatory and water closet FT -group 3.00 6.00 7.00
Public Use Fixtures
Hot Cold Total
1 Ice Maker .00 .50 .50
Total Water Supply Fixture Units 8.50 20.50 24.50
16.7 Gallon per minute demand of the building. Predominatly Flush Tank
30.1 Pressure available for uniform loss. For the table use - 31.0
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4
Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value of C 150 150 150 150 150 150 150 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 6 0 12.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835
Maximum FT WSFU 7.5 0 l 8 34 62 112 270 484 776 1835
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Project: NSFR
Street: 1370 JUDY LEE CT
City: