HomeMy WebLinkAbout0101016-Plumbing (interior)OSHKOSH
ON THE WATER
.lob Address 2325 SHORE PRESERVE DR
Contractor LARRY HANSEN PLBG
CITY OF OSHKOSH
PLUMBING PERMIT - APPLICATION AND RECORD
Owner CLASSIC HOMES BY KUBA
Category 410 - Residential-Interior
Bathtub 1 Shower 2 Ejector/Grind 0 DipWell 0 F Prep Sink 0
Whirlpool 1 Floor Drain 1 Water Soffner 0 Drink Ftn 0 Serv Sink 0
Lavatory 6 Lndry Tray 1 LocalWaste 0 Wait. St. 0 Shamp Sink 0
Toilet 4 Lndry Stndp 1 ClothesWshr 0 Ice Chest 0 FIr/Wst Sink 0
Res. Sink 2 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0
Bar Sink 0 Dishwasher 1 Beer Tap 0 SculrySink 0 Wash Ftn 0
Water Heater 1 Sump Pump 1 Dent. Oper. 0 Hand Sink 0 Urinal 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 0
No 101016
Create Date 04/22/2003
Plan
Gar Drain
Soda Disp
Coffee Maker
Int Grease Trap
Ext Grease Trap
Use/Nature
of Work
Valuation
Issued By
Sanitary Sewer
Storm Sewer
Water Service
Size Material Type #
$12,800.00 Plan Approval $0.00 Permit Fees
Conn. Type
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
$138.00
Date
04/25/2003
Permit Voided
In the performance of this work, I agree to perform all work pursuant to rules governing the described construction.
Signature
Date
Agent/Owner
Address N-1044TOWER VIEW DR GREENVILLE WI 54942 - 8683 Telephone Number
(C)851-6863
City of Oshkosh
Inspection Services Division
P O Box 1130
Oshkosh, WI 54903-1130
Phone: (920) 236-5050
Fax: (920) 236-5084
Plumbin
RECEIVED
APR'2 5 2005
D PAR'r £ T OF'
OJ"HKO_/H
ON THE WATER
I hereby apply for a permit to do and install the following plumbing on the premises hereinafter described, the work to cOnform to the
Wisconsin State Plumbing Code, in the performance of which all parties hereto agree to and are bound by said statutes.
Job Address ~)~ .~ ~3(~ ~/.~ ~C Value (lncluding labor and materials) i&, ~.~ Date
~S~gle Family '~Duplex ~Multi-Family ~Rental ~Commercial ~Industrial
Number of Fixtures:
Bathtub
Whirlpool
Lavatory
Toilet
Res. Sink
Bar Sink
Water Heater
,~Gas [] Electric [] Power Vent
Shower ~
Floor Drain t
Lndry Tray l
Lab Sink
Plaster Sink
Electric Contractor
Use / Nature of Work
Sterilizer Breaknn Sink
Lndry Standp t Dent. Oper. Shamp Sink
Disposal J Dip Well Flr/Wst Sink
Dishwasher '~ Drink Fm Catch Basin
Sump Pump .. i Wait. St. Wash Fm
Ejector/Grind Ice Chest Urinal
Water Softner Exam Sink Gar Drain
Local Waste Sculry Sink Soda Disp
Clothes Wshr Hand Sink Coffee Maker
Bidet F Prep Sink Ice Maker
Beer Tap Serv Sink Site Drain
Classrm Sink lnt Grease Trap Roof Drain
Surgeons Sink Ext Grease Trap Standp Rec
OR
[] EIV form attached (If Replacement)
Sanitary Sewer
Storm Sewer
Water Service
Size Material Type # Conn. Type
Application(s) and fee(s) can be brought to City Hall, Room 205 or mailed to Inspection Services, PO Box 1128, Oshkosh WI
54903-1128. Commencing work without permit(s) will result in fees being doubled or $100.00 plus the normal permit fee,
which ever is greater.
OR
Check here if you wan~ this processed through your account []
{'
Plumbing Permit Work Card
Job Address 2325 SHORE PRESERVE DR Permit Number 101016 Create Date 04/22/2003
Owner CLASSIC HOMES BY KUBA Contractor LARRY HANSEN PLBG
`egory 410 - Residential- Interior Plan Value $12,800.00
oathtub I 1 Shower 2 Ejector /Grind 0 Dip Well O F Prep Sink 0 Gar Drain 1 i od
Whirlpool 1 1 Floor Drain 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0
Lavatory 1 1146 Lndry Tray ( 1 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet 1 I 114 Lndry Stndp / 1 Clothes Wshr 0 Ice Chest 0 Flr/Wst Sink 0 Int Grease Trap 0
Res. Sink tar 2 Disposal 1 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
Bar Sink 0 Dishwasher 1 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
Water Heater f 1 Sump Pump 1 1 Dent. Oper. 0 Hand Sink 0 Urinal 0
Site Drain 0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Stanip Rec 0
Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker JO
- 0
Use /Nature NSFR
of Work
Size Material Type # Conn.Type
Sanitary Sewer 0
p
0 f ---- c 2 ,/,,, _,
0
0
Storm Sewer 0
0
0
0
0
i
Water Service /1,•(' 0
0
0
0
Date Type g., ") Inspector
71 / el / 0 -:),
■ Date/Time requested: Notice Type: Telephone umber:
Access:
Ready DateTme: Requested By:
O Reinspect Fee Q Fee Waived ❑ Reinspect Fee Paid
\I ..0/Ylt
1 T a 20,, __,,
1- ACUV - 0
3 - "O'Z c e.v\_ AAA - i -t 0- &-A. c,,,, 7 , is,<-
Fixture Listing
Date: May 14, 2003
Name: LARRY HANSEN PLUMBING Project: NSFR
Street: Street: 2325 SHORE PRESERVE DR
City: City:
Non Public Use Fixtures
Hot Cold Total
1 Automatic Clothes Washer 1.00 1.00 1.50
1 Bathtub, with or without shower head 1.50 1.50 2.00
1 Dishwashing Machine 1.00 .00 1.00
3 Hose Bib, 1/2" diameter .00 9.00 9.00
2 Kitchen Sink 2.00 2.00 3.00
1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50
3 Lavatory 1.50 1.50 3.00
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 13.00 28.00 34.50
21.8 Gallon per minute demand of the building. Predominatly Flush Tank
10.8 Pressure available for uniform loss. For the table use - 11.0
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 4.5 0 11.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4 7 17 39 144 374 731 1835
Maximum FT WSFU 5 0 15.5 34 62 112 270 484 776 1835
1
2
WATER DISTRIBUTION DATASHEET
Date: May 14, 2003
Name: LARRY HANSEN PLUMBING Project: NSFR
Street: Street: 2325 SHORE PRESERVE DR
City: City:
1. 21.8 Gallon per minute buiding demand, predominatly Flush Tank.
2. 55.0 Low pressure at the Main in the Street.
3. .0 Lb loss from a .0 ft difference in elevation from Main in the Street to the Water Meter.
4a. 2.6 Lb loss from a 15.0 ft 1" Copper Tube Type K ASTM B88 water service from the Main in the Street to the curb stop.
Pressure loss detemined using a C value of 130 , inside diameter of .995 and a velocity of 9.0 ft per sec.
4b. 9.7 Lb loss from a 100.0 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 7.9 ft per sec.
5. 2.7 Lb loss from a lin Meter .
6. 40.1 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. 11 Pressure available for uniform loss (psi /100 feet of pipe).
B. 40.1 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture. PRSR BLNC SHWR VALVE - MASTER BATH
D. 8.7 Lb loss resulting from a 20.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. .0 Lb pressure loss due to a WTR SFNR serving the controlling fixture.
F. 105.0 Ft Developed length from the 70.0 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 8
Maximum Gpm 4.5 0 11.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4 7 17 39 144 374 731 1835
Maximum FT WSFU 5 0 15.5 34 62 112 270 484 776 1835
05/14/2003 02:59 9207575807 HANSEN PLUMBING INC PAGE 02
Fixture Listing
Date: April 27, 2003
Name: Classic Homes KUBA Project: Erik + Paula Cudncboske
Street: Street: 2325 Shore Preserve Dr,
City: City: Oshkosh
Non Public Use Fixtures
Hot Cold Total
1 Automsttiic Clothes Washer 1.00 1.00 1.50
1 Dishwashing Machine 1.00 .00 1.00
1 Glass Filler .00 .50 .50
3 Hese Bib, 1/2" disnreror .00 9.00 9.00
2 Kelm Sink 2.00 2.00 3.00
1 Laundry Trey,1 or 2 compartment 1.00 1.00 1.50
3 Lavatory 1.50 1,50 3.00
1 Water Closet, gravity typo awl, tank .00 2.00 2.00
1 Bathtub, lavatory aid water them - FT group 2.00 3.50 4.00
2 Shower Still, lavatory and water closet FT - group 3.00 6,00 7.00
Total wider Supply Enure units 11.50 26.50 32.50
21.0 Gallao per annum damned of the building Predaminady Flush Tank
13.8 Pressure available far uniform loss. Far the table use -14.0
Maser Allowable load for Copper Tube Type M, ASPM Deb
Nominal Sim 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
Vdwi of C 150 150 150 150 150 150 150 150 150 150
Velocity in ft per sac. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 5 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 6 0 18 34 62 112 270 484 776 1135
05/14/2003 02:59 9207575807 HANSEN PLUMBING INC PAGE 03
WATER DISTRIBUTION DATASHEET
Date: April 27, 2003
Name: Classic Homo 1NBA Project: Erik + Patch Cudnehoske
Street: Street: 2325 Shore Preserve Dr.
City: City: Oshkosh
1 21.0 Gallon par salute buiding demand, predorlliagly Plush Tads.
2. SSA Low pressure at the Main in the Street.
3. 2.6 Lb lass from s 6.0 ft difference in elevation from Main m the Street to the Water Meter.
4a 6.8 Lb loss Gam a 100,0 ft 1 1/4" PH Tubing ASTM 3309 water service from the Main in the Street to the Water Meter.
Pressure loss detaomsd using a C vane of 150 , inside diameter of 1,125 soda velocity of 6.8 1! peer sec.
4b. .0 No 2nd part weer lateral.
5. 2.5 1b loss from a lie Meter ,
6. 43.1 Lb. of pressure available at the Webs Maur. This value is entered in (H) below.
The (A) value listed below is determined by using the following formula, then rounding the result np.
A e B- (C +D+E) x 100
A. 14 Pressure available for uniform toes (psi/100 feet of pipe).
B. 43.1 Lbe of pressure svadeble at the Was Meta.
C. 20.0 Pawners needed at the controlling fixture. Shower valve (PBV )
D. 8.7 Lb loss mulling from a 20.4111 difference is elevation from do Water Meter to the controlling fixture.
E. .0 Lb pressure loss due to a no pressure leas devices serving the controlling llxtWe.
P. 101, Pt 111alopad latgib km Are 70.0 fl actual length of piping front the Weer Meter to the centrolira6 fixture.
Maximun Allowable load for Copper Tube Type M, ASTM 088
•
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 11 per see. 8 8 8 1 8 8 8 8 8 8
Maximum Gpm 5 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 WSPU 6 0 18 34 62 112 270 484 776 1835