HomeMy WebLinkAbout0094372-Plumbing (interior) l CITY OF OSHKOSH No 94372
OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD
ON THE WATER
Job Address 1370 MORELAND ST Owner Del Tritt Construction LLC Create Date 05/15/2002
Contractor RASMUSSEN PLUMBING Category 410 - Residential - Interior Plan
Bathtub 1 Shower 1 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Whirlpool 0 Floor Drain 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0
Lavatory 2 Lndry Tray 1 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
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
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 $6,000.00 Plan Approval $0.00 Permit Fees $84.00
Issued By .1/Y1 Date 05/15/2002
1 Permit Voided
In the performance of this work, I agree to perform all work pursuant to rules goveming the described construction.
Signature Date
Agent/Owner
Address 1914 GREENBRIAR TRL OSHKOSH WI 54904 - 8887 Telephone Number 920 - 233 -6747
05/15/2002 21:00 2336747 .3 RASMUSSEN PAGE 01
City of Oshkosh
Inspection Services Division
P ()Box 1130
Oshkosh, WI 54903 -1130
Phone: (920) 236 -5050 u r ru
Fax: (920) 236 -5084 f�J VJ I
ON TMf WATPa
Plumbing 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.
• 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
_ , a . i t P AA o nr r , _n, , _ u , _ ere
if you want this processed through your account
Job Address 13 70 / ' 1 o r t. L-A-A Value (Inclydmg labor and materials) '6 b D 1) r Date 5---1--
Owner De,-( Tr " 11 Contractor ...1" 24 S m 44 33 E N P I 1 N c, .
f ogle Family [Duplex [Multi- Family ['Rental [Commercial [Industrial
Number of Fixtures:
Bathtub _1_ Lndry Standp _L_ Dent. Opera Shnmp Sink
Whirlpool Disposal i Dip welt Fh/WSt Sink
Lavatory a. Dishwasher _,__„_ Drink FM Catch Bain
Toilet A- Sump Pump _i__ Wait. St. Wash Ftn
Res. Sink 1 Ejector/Grind ice Chest Urinal
Bar Sink Water Sn tner Exam Sink Gar Drain
Water Rester 1 Local Waste Sculry Sink Soda Dip
Gas = Elect 2 PwrVnt Clothes Wshr Nand Sink Coffee Make
Shower 1 Bidet F Prep Sink Ice Maker
Floor Drain I Beer Tap Sery Sink Site Drain
Dairy Tray Clausen Sink int Crease Trap Roof Drain
Lab Sink Surgeon% Sink Fact Gres Trap Standp Rec
Plaster Sink Hrmkrm Sink
Sterilizer .
Electric Contractor ` ` OR ['Electric Installation Verification form attached
(If Replacement)
Use / Nature of Work .. S f I.
Size Material Type 0 Conn. Type
Sanitary Sewer
Storm Sewer
Water Service
3/02
— 1.
Plumbing Permit Work Card
Job Address 1370 MORELAND ST Permit Number 94372 Create Date 05/15/2002
Owner Del Tritt Construction LLC Contractor RASMUSSEN PLUMBING
egory 410 - Residential- Interior Plan Value $6,000.00
bathtub 1 1 Shower / 1 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Whirlpool 0 Floor Drain / 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0
Lavatory / i 2 Lndry Tray 1 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
Water Heater J 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 Standp Rec 0
Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0
Use /Nature NSFR
of Work
Size Material Type # Conn.Type
Sanitary Sewer 0
0
0
Storm Sewer 0 (4. C I), /
0
0 `
0
0
Water Service 0 I / o q
0
C/197)/) 0
0
0
Date Type Inspector
ii
F.,e-t_ )1.--77‘.._ c r-.)„. •-> ,,z.i - K
Date/Time requested: Notice Type: Telephone Number:
Access:
Ready Date/Time: • Requested By:
Q Reinspect Fee O Fee Waived ❑ Reinspect Fee Paid
pyri
1 .. VAAA 1 s c*___Th
( Q, ,.,, ,,,. „ ,
Fixture Listing
Date: June 28, 2002
Name: RASMUSSEN PLBG Project: 'NSFR
Street: Street: 1370 MORELAND ST
City: City:
Non Public Use Fixtures
Hot Cold Total
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 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50
1 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00
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 7.50 16.00 19.50
13.7 Gallon per minute demand of the building. Predominatly Flush Tank
34.5 Pressure available for uniform loss. For the table use - 35.0
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
1G /
tS
WATER DISTRIBUTION DATASHEET
Date: June 28, 2002
Name: RASMUSSEN PLBG Project: 'NSFR
Street: Street: 1370 MORELAND ST
City: City:
1. 13.7 Gallon per minute buiding demand, predominatly Flush Tank.
2. 57.0 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. 1.1 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 5.7 ft per sec.
4b. 2.9 Lb loss from a 40.0 ft 1" Copper Tube Type K ASTM B88 water service from the curb stop to the Water Meter.
Pressure loss detemined using a C value of 130 , inside diameter of .995 and a velocity of 5.7 ft per sec.
5. 2.8 Lb loss from a 3 /4in Meter .
6. 50.2 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. 35 Pressure available for uniform loss (psi /100 feet of pipe).
B. 50.2 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture. T/S FAUCET
D. 4.3 Lb loss resulting from a 10.0 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. 75.0 Ft Developed length from the 50.0 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
06/28/2002 2@:49 2336747 J RASt4LISSEN PAGE 03/013
Fixture Listing
Date: June 26. 2002
Nome: J. gasitinssen Ilumbingam . . ... ,. _ Project: del tritt its&
..._ _____ ..._......
Street: 1914 Greenbrier Trail ... Street: 1370 ftlorC kind ______ _______ -..... - _
City: 0Shk0Sh,W 1. 54904 . City: nshkosh
Non Public Use Fixtures
Hot Cold Total
1 I Automatic Clothes Washer V- 1.00 1.00 1— 1.5
1 Dishwashing Machine ...-
1.00 .00 1.00
2 Huse Bib. 1/2" diameter .01) 600 6.00
1 Kitchen Sink 100 100 1.50
L 1 Bathtub. lavatory and water closet - FT group 2.00 3.50 4.00
I Shower Stall. lavatory atx1 water closet FT - group
1.50 3.00 3.50
..J
Total Water Supply Fixture Units 6.50 14.50 17.50
12.5 Gallon per minute demand of the building. Prixiondnatly Mush Tank
303 Pressure availabk for uniform loss. For the table use - 31.0
Moximun 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
..-................;;;........a”-- . . Ti
Aetun.11. tr. .569 ------ r . .811 — 1.055 1.291 . 1.527 2.009 2.495 3,981 3.9.35
Value of C 130 130 130 130 130 130 130 110 130 130
Velocity in It 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 WSF11 0 0 4,5 7 16 38 144 369 731 1833
Max imum ET WSFU 8 (1 17.5 34 611 110 270 480 776 I 1833
-- . • ...
06/28/2002 20:49 2336747 J RASMUSSEN PAGE 04/08
WATER DISTRIBUTION DATASHEET
Date: June 26. 2002
Name: J. Rasmussen Plumbing Inc. Project: detain NO.
Street: 191,4 Greenbrier Trail
_ Serest: 1370 morelanJ
Oshknsh,Wi. 54904
_... City oshhoch
1. 12 Gallon per minute huidtng demand, ptcdominatly Flush Tank.
2. , 520 Low pressure tit the Main in Street.
3. __,_ .0 Lb loss fmm a .0 ft difference in elevation from Main in Street to the Water Meter.
4a, .0 1.11 loss from a .2 ft 1" Copper Tube Type K ASTM 888 water service from the Main in Street to the curb stop.
Pressure loss dctemined using a C value of 130. inside diameter of ,995 and a velocity of 5.2 0 per sec.
4b..___ 2.4 Lb tots from a 40.0 ft 1" Copper Tube Type ii ASTM 8R8 water service from the curb stop to the Water Meter.
Pressure loss detemincd using a C value of 130 , inside diameter of .995 and a velocity or 5.2 ft per sec,
5. __2.3 Lb loss from n 3 /4in Meter
6, 47.2 i.bs of pressure available at the Water Mater. This value is entered in (a) below.
.
'The (A) vahic listed below is determined by using the following Dula, then rounding the result up.
84 2 1 1±E) ,t 100
A. 31 Pressure available for uniform loss (psi/ 100 feet of pipe).
R. 474 the of pressure available at the Water Meta.
C. ...20.0 Pressure needed at the controlling fixture.
D. 4.3 1.h Inss resulting fm, , 10.1 ifference in elevation from the Water Meter to the controlling fixture.
Lh pressure loss due to a serving the controlling fixture.
F. 75.0 E't Developed length from the 50.0 Q actual length of piping from the Water Meter to the controlling fixture.
Maximun Allowable Mad for Copper Tube Typc M, ASTM R88
Nominal yid 1/2 518 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4
Actual 1. D. 569 0 811 ( 1.055 �: 1 2 911 S 7 1 2.009 2.495 2,981 1 3.935
Value ofC 130 130 130 130 130 130 1.30 130 130
Velocity in ft per sec. 8 R 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 WSFU R 0 i 17.5 34 60 110 I 270 480 776 1.833
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06/26/2002 20:49 2336747 J RASMUSSEN PAGE 06/00
Rasmussen Plumbing, inc.
1914 Oreenbtiar Trait
jd Rasmussen ostJws WI 54904 -8889
Master Plumber #223251
Phone (920)233-6749
Fax (920)233.4747
Per our conversation on 1 that Z am able to take the water
pressure from,'ob, .�.
jobsite or eighb ' jobsite to get a pressure number to
figure the water calculation Worksheet:
The water pressure was taken on 6-.20.- p z
at /37 o ,A n n4. Lk' £ -
and the pressure is S� � b
06/28/2002 2 @:49 2336747 J RASMUSSEN PAGE 07/08
Rasmussen Plumbing, Inc.
Jeff Rasmussen
Master Plumber #223251
1914 Greenbriar Tr ail
Oshkosh, WI 54904 -8887
Phone (920) 233 -6747
Fax (920) 231 -1289 /
E -mail address - rasmus @voyager_net b �2 57--0
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06/28/2002 20:49 2336747 J RASMLJSSEN PAGE 08/08
Rasmussen Plumbing, Inc.
Jeff Rasmussen
Master Plumber #223251
1914 Grcenbriar Trail
Oshkosh, WI 54904 -8887
Phone (920) 233.6747
Fax (920) 231 -1289 s-, O2
E -mail address - rasmusQa voyager.net
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