HomeMy WebLinkAbout0097720-Plumbing (interior) CITY OF OSHKOSH No 97720
,111:& OSHKOSH PLUMBING PERMIT APPLICATION AND RECORD
ON THE WATER
Job Address 494 WINDINGBROOK DR Owner JAMES MATHUSEK Create Date 09/06/2002
Contractor AHERN -GROSS INC. Category 410 Residential- Interior Plan
Bathtub 3 Shower 1 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 1
Whirlpool 1 Floor Drain 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0
Lavatory 7 Lndry Tray 1 Local Waste 1 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet 5 Lndry Stndp 1 Clothes Wshr 1 Ice Chest 0 Flr/Wst Sink 0 Int Grease Trap 0
Res. Sink 2 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
Bar Sink 1 Dishwasher 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
Water Heater 1 Sump Pump 1 Dent. Oper. 0 Hand Sink 0 Urinal 0
Site Drain 1 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec 1
Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 1
Use /Nature NSFR
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 $15,360.00 Plan Approval $0.00 Permit Fees $198.00
Issued By t n Date 10/03/2002
0 Permit Voided
In the performance of i work, I agree to perform all work pursuant to rules governing the described construction.
Signature il Date /0 a oz
9
Agent/Owner
Address 218 S MAIN ST FOND DU LAC WI 54935 0000 Telephone Number 920 921 -1414
1 City. of Oshkosh
"Inspection Services Division
t PO Box 1130
Oshkosh, WI 54903 -1130
Phone: (920) 236 -5050 Of HKOJH
Fax: (920) 236 -5084
ON THE WATER
1
Plumb Permit Application
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 797 Li/�1l,4y 6•.0 /l Value (Including labor and material 14, 3 e O. uo Date /0- a?- O?
Owner Zm GS 014 iNsc. K Contractor Ati tm Gross Cl/fry ,fa«es
CgSingle Family ❑Duplex []Multi Family []Rental [Commercial Dlndustrial
Number of Fixtures:
Bathtub E 3 Sterilizer Breakrm Sink
Whirlpool Lndry Standp _E Dent. Oper. Shamp Sink
Lavatory Disposal _i___ Dip Well Flr/Wst Sink
Toilet 5 Dishwasher Drink Ftn Catch Basin
Res. Sink A Sump Pump _l___ Wait. St. Wash Ftn
°j Bar Sink _L Ejector /Grind Ice Chest Urinal
i Water Heater Water Sooner Exam Sink Gar Drain _L
0 Gas 0 Electric p(Power Vent Local Waste
...1__ Sculry Sink Soda Disp
Shower Clothes Wshr Hand Sink Coffee Maker
Floor Drain _1---
Bidet F Prep Sink Ice Maker _L
Lndry Tray
Beer Tap Sery Sink Site Drain _L.__
Lab Sink Classrm Sink Int Grease Trap Roof Drain
Plaster Sink Surgeons Sink Ext Grease Trap Standp Rec 1___.
33 x (o.uo =iee
Electric Contractor OR EIV form attached (If Replacement)
Use Nature of Work Ph mb 11 -far (le-v Sc Rome,
Size Material Type Conn. Type
Sanitary Sewer
Storm Sewer
Water Service
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 want this processed through your account 0
1
J
Plumbing Permit Work Card
Job Address 494 WINDINGBROOK DR Permit Number 97720 Create Date 09/06/2002
Owner JAMES MATHUSEK Contractor AHERN -GROSS INC.
I.gory 410 Residential- Interior Plan Value $15,360.00
bathtub 113 Shower 1 1 1 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain _11
Whirlpool 11 Floor Drain 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0
Lavatory 1 i 144-7 Lndry Tray 1 1 Local Waste 1 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet 5 Lndry Stndp 1 1 Clothes Wshr I 1 Ice Chest 0 FIr/Wst Sink 0 Int Grease Trap 0
Res. Sink 1 2 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
Bar Sink 1 Dishwasher 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
Water Heater 1 Sump Pump 1 Dent. Oper. 0 Hand Sink 0 Urinal 0
Site Drain 1 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec 1
Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 1
Use /Nature NSFR
of Work
Size Material Type Conn.Type
Sanitary Sewer 0 (A t) y f t
0
0 t 0
2/ 3
Storm Sewer 0
0
Y .1 6
o
0
Water Service p 3
0
0
0
0
Date Type Inspector
A, 1 E 1 t\ 01% Li A---. AAA- f Ire J K
Date/Time requested: Notice Type: Telephone Number:
Access:
Ready Date/Time: Requested By:
0 Reinspect Fee 0 Fee Waived El Reinspect Fee Paid
g A v isj#,A4&81#4
APR-26 -2003 07:45 FROM:AHERN GROSS PLUMBING 920- 921 -2050 TO: 19202365084 P :1'2
Fixture Listing
Date: February 13. 2003
Name: Ahern- Gros* Inc. Project: GALLERY HOMES JA MES MATHUSEK
Street: 218 S. Main Street Street: 494 WINDINGBROOK
City: Fond du Lac, WI 54935 City: OSHKOSH WI
Non Public Use Fixtures
Hot Cold Total
1 Automatic Clothes Washer 1.00 1.00 1.50
1 Bar Sink .50 .50 1.00
1 Bathtub, with or without shower head 1.50 1.50 2.00
I Dishwashing Machine 1.00 .00 1.00
1 Glass Filler .00 .50 .50
4 Hose Bib, 1!2" diameter .00 12.00 12.00
1 Kitchen Sink 1.00 1.011 1.50
1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50
4 Lavatory 2.00 2.00 4.00
1 Water Closet. gravity type flush tank .00 2.00 2.00
2 Bathtub, lavatory and water closet FT group 4.00 7.00 8.00
1 Shower Stall, lavatory and water closet FT group 1.50 3.00 3.50
Total Water Supply Fixture Units 13.50 31.50 38.50
23.4 Gallon per minute demand of the building. Predominatly Flush Tank
32.5 Pressure available for uniform loss. For the table use 33.0
Maximum Allowable load for Copper Tube Type M, ASTM 888
Nominal Size 1/2 5/8 3/4 I 1 1/4 1 1/2 2 21/2 3 4
Actual 1. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 1 2.981 1 3.935
Value of C 130 •130 130 130 130 130 130 130 I 130 130
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 6.5 0 12,5 21.5 32 45 79 121 174 303
Maximum. FM WSFU 0 0 4.5 7 16 38 144 369 731 1833
Maximum FT WSPU 8 0 17.5 34 60 110 270 480 776 1833
1/g
APR-26 -20W 07:45 FROM :AHERN GROSS PLUMBING 920- 921 -2050 TO: 19202365084 P:2'2
WATER DISTRIBUTION DATASFIEET
Date: February 13, 2003
Name: Ahem_ -Gross, inc.
Project GALLERY HOMES JAMES MATHUS.E,K
Street 218 S. Main Street Street: 494 WINDINGBROOK
City: Fond du Lac, W1..54935 City: OSHKOSH WI
1. 23.4 Gallon per minute buiding demand, predorninatly Flush Tank.
2. 52.0 Low pressure at the Main. in the Street.
3. .9 Lb loss from a 2.0 ft difference in elevation from Main in thc Street to the Water Meter.
4a.._ 2.9 Lb loss from a 15.0 ft 1" Copper Tube Type K ASTM 1388 water service from the Main in the Street to the curb stop.
Pressure loss detemined using a C value of 130 inside diametet of .995 and a velocity of 9.7 R per sec.
4b. 2.5 Lb Toss from a 30.0 ft 1 1/4" PH Tubing ASTM 3309 water service from the curb stop to the Water Meter.
Pressure loss dctemined using a C value of 150 inside diameter of 1.125 and a velocity of 7.6 ft per sec.
5. 3.1 Lb loss from a lin Meter
6. 42 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 resuh up.
A BB D +E x 100
A. 33 Pressurc available for uniform loss (psi/ 100 feet of pipe).
B. 42.6 Lbs of pressure available at the Water Meter
C. 12.0 .Pressure needed at the controlling fixture. MASTER BATH SHOWER FAUCET
D. S.7 Lb loss resulting from a 20.0 ft difference in elevation from thc Water Meter to the controlling fixture.
E. .0 .Lb pressurc loss due to a no pressure loss devices serving the controlling fixture.
F. 67.5 Ft Developed length from the 45.0 ft actual length of piping from the Water Meter to the controlling futturc.
Maximun Allowable load for Copper Tube Type M, ASTM 1388
Nominal Sizc 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4
Actual I. D. .569 0 .811 1.055 1,291 1.527 2.009 2.495 2.981 3.935
ValueofC 130 130 130 130 130 130 130 130 130 130
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 6.5 0 12.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833
MaxinntmFTWSFU 8 0 17.5 34 60 110 270 480 I 776 M1 1833
Fixture Listing
Date: February 12, 2003
Name: AHERN -GROS Project: NSFR
Street: Street: 494 WINDINGBROOK DR
City: City:
Non Public Use Fixtures
Hot Cold Total
1 Automatic Clothes Washer 1.00 1.00 1.50
1 Bar Sink .50 .50 1.00
1 Bathtub, with or without shower head 1.50 1.50 2.00
1 Dishwashing Machine 1.00 .00 1.00
4 Hose Bib, 1/2" diameter .00 12.00 12.00
1 Kitchen Sink 1.00 1.00 1.50
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
3 Bathtub, lavatory and water closet FT group 6.00 10.50 12.00
1 Shower Stall, lavatory and water closet FT group 1.50 3.00 3.50
Public Use Fixtures
Hot Cold Total
1 Ice Maker .00 .50 .50
Total Water Supply Fixture Units 15.00 34.50 41.50
24.6 Gallon per minute demand of the building. Predominatly Flush Tank
20.2 Pressure available for uniform loss. For the table use 21.0
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 18 34 62 112 270 484 776 1835
It s' 9 i 3/
7
WATER DISTRIBUTION DATASHEET
Date: February 12, 2003
Name: AHERN -GROS Project: NSFR
Street: Street: 494 WINDINGBROOK DR
City: City:
1. 24.6 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. 3.2 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 10.2 ft per sec.
4b. 6.0 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 8.9 ft per sec.
5. 3.4 Lb loss from a lin Meter
6. 423 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) F x 100
A. 21 Pressure available for uniform loss (psi /100 feet of pipe).
B. 42.3 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture. SHWR FAUCET MASTER BR
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 no pressure loss devices serving the controlling fixture.
F. 67.5 Ft Developed length from the 45.0 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 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
WATER DISTRIBUTION DATASHEET
Date: October 12, 2002
Name: Ahern- Gross, Inc. Project: GALLERY HOMES JAMES MATHUSEK
Street: 218 S. Main Street Street: 494 WINDINGBROOK
City: Fond du Lac, WI 54935 City: OSHKOSH WI
1. 23.4 Gallon per minute buiding demand, pred natty Flush Tan
2. 52.0 Low pressure at the Main in Street. S r -S#
3. .9 Lb loss from a 2.0 ft difference in elevation from Main in Street to the Water Meter.
4a. 2.9 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 130 inside diameter of .995 and a velocity of 9.7 ft per sec.
4b. 4.1 Lb loss from a 50.0 ft 1 1/4" PB Tubing ASTM 3309 water service from the curb stop to the Water Meter.
Pressure loss detemined using a C value of 150 inside diameter of 1.125 and a velocity of 7.6 ft per sec.
5. 8.2 Lb loss from a 3 /4in Meter
6. 35.8 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. 23 Pressure available for uniform loss (psi /100 feet of pipe).
13. 35.8 Lbs of pressure available at the Water Meter.
C. 12.0 Pressure needed at the controlling fixture. MASTER BATH SHOWER FAUCET
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 no pressure loss devices serving the controlling fixture.
F. 67.5 Ft Developed length from the 45.0 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 130 130 130 130 130 130 130 130 130 130
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 5.5 0 12.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833
Maximum FT WSFU 6.5 0 17.5 34 60 110 270 480 776 1833
Fixture Listing
Date: October 12, 2002
Name: Ahern- Gross, Inc. Project: GALLERY HOMES JAMES MATHUSEK
Street: 218 S. Main Street Street: 494 WINDINGBROOK
City: Fond du Lac, WI 54935 City: OSHKOSH WI
Non Public Use Fixtures
Hot Cold Total
1 Automatic Clothes Washer 1.00 1.00 1.50
1 Bar Sink .50 .50 1.00
1 Bathtub, with or without shower head 1.50 1.50 2.00
1 Dishwashing Machine 1.00 .00 1.00
1 Glass Filler .00 .50 .50
4 Hose Bib, 1/2" diameter .00 12.00 12.00
1 Kitchen Sink 1.00 1.00 1.50
1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50
4 Lavatory 2.00 2.00 4.00
1 Water Closet, gravity type flush tank .00 2.00 2.00
2 Bathtub, lavatory and water closet FT group 4.00 7.00 8.00
1 Shower Stall, lavatory and water closet FT group 1.50 3.00 3.50
Total Water Supply Fixture Units 13.50 31.50 38.50
23.4 Gallon per minute demand of the building. Predominatly Flush Tank
22.5 Pressure available for uniform loss. For the table use 23.0
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 130 130 130 130 130 130 130 130 130 130
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 5.5 0 12.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833
Maximum FT WSFU 6.5 0 17.5 34 60 110 270 480 776 1833