HomeMy WebLinkAbout0076406-Plumbing (interior) g l CITY OF OSHKOSH No 0076406
OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD
ON THE WATER
Job Address 3189 BELLFIELD DR Owner THOMAS N. RUSCH Create Date 01/27/2000
Contractor HANSON QUALITY PLUMBING Category 410 - Residential- Interior Plan
Bathtub 1 Shower 1 Ejector /Grind Dip Well F Prep Sink Gar Drain
Whirlpool Floor Drain 1 Water Softner Drink Ftn Sery Sink Soda Disp
Lavatory 2 Lndry Tray Local Waste Wait. St. Shamp Sink Coffee Maker
Toilet 2 Lndry Stndp 1 Clothes Wshr Ice Chest FIr/Wst Sink Int Grease Trap
Res. Sink 1 Disposal Bidet Exam Sink Catch Basin Ext Grease Trap
Bar Sink Dishwasher 1 Beer Tap Sculry Sink Wash Ftn
Water Heater 1 Sump Pump 1 Dent. Oper. Hand Sink Urinal
Site Drain Classrm Sink Lab Sink Plaster Sink Standp Rec
Roof Drain Breakrm Sink Sterilizer Surgeons Sink Ice Maker
Use /Nature
of Work
NSFR
Size Material Type # Conn. Type
Sanitary Sewer
Storm Sewer
Water Service
Valuation $3,600.00 Plan Approval $0.00 Permit Fees $48.00
Issued By rt!/ Date 04 /12/2000
❑ 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 550 N BLUEMOUND RD APPLETON WI 54915 - 0000 Telephone Number 730 -0205
Plumbing Permit Work Card
Job Address , 3189 BELLFIELD DR Permit Number f1000000 74.4 / 6 Create Date 01/27/2000
Owner THOMAS N. RUSCH Contractor HANSON QUALITY PLUMBING x� ��`
Category 410 - Residential- Interior Plan Value . 4 .'aa —WE*
htub 1 / Shower / Ejector /Grind Dip Well F Prep Sink Gar Drain
Whirlpool Floor Drain /1 Water Softner Drink Ftn Sery Sink Soda Disp
Lavatory 2-- Lndry Tray Local Waste Wait. St. Shamp Sink Coffee Maker
Toilet ) V.. Lndry Stndp / Clothes Wshr Ice Chest FIr/Wst Sink Int Grease Trap
Res. Sink f) Disposal Bidet Exam Sink Catch Basin Ext Grease Trap
Bar Sink Dishwasher / / Beer Tap Sculry Sink Wash Ftn
Water Heater // Sump Pump / / Dent. Oper. Hand Sink Urinal
Site Drain Classrm Sink Lab Sink Plaster Sink Standp Rec
Roof Drain Breakrm Sink Sterilizer Surgeons Sink Ice Maker
Use /Nature
of Work
NSFR
Size Material Type # Conn.Type
Sanitary Sewer
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Storm Sewer
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OSl•gOSI WATER CALCULATION WORKSHEET
ON ! 11E WATER •
sar. a � - •
INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE ' . • • ,
- ••_ • . : c y ' .,. (GPM) I� 9 "
1. Demand of building in •buiiding.in. gallons perrliinute. • .:�.,,_ . • •
_• _
from o external pressure tank to tiuifdng:
i
2. Difference in elevation fro contii ii'vaive.
• uired • 18" • 1/Z ' larger size .
3. Size lien ni •risq .• . ' . � , . :- =�•�`r �=� -'
of water. meter (w ) 4... �' . �' -` -: � .. � *:::,: -•. =� ;�:
• _ . c• •: T • if y `'."M," aril f i ,75:•i..; e y g f K• _ v: 'a;l`'�' t' 'i . �'�: . +,°•;,•�;.;_. � IJ`
4. Developed length from ' ' s suie'tank' - tb bulid(n conb 1 v ave• • . •
main•of ex�erriai _ 9;. ;,,;; .. ,; ' , . -� • • • •.j• Gt:.r/ �••' • �• • .: • CM': _AV. " • : ��' to `tV. i•-•r--�i'�.; 7. . ,. .4 Y -- »' ^y • • • :::::: ' r
` ai press ..-:..ir:it' .z.; µ, •1,: ;.,• ;14:4 r;•.i':: : (psi)4 •
5 Low pressure. a t niainaii a� em ,_.,. ,..._ ' ;' '{` ; •:.
CALCULATE WATER SERVICE PRESSURE LOSS •
6. Low pressure at main in street or external pressure tank.(value of # 5 above) ‘/
7. Determine pressure Toss due to friction in ( inch diameter Subtract value of '7'
water service. 11
subtotal S 7
8. Determine pressure Toss due to elevation, Subtract value of '8"
(multiply the value of # 2 above by .434) •
9. Available pressure after the bldg. control valve. (enter in "13 below) subtotal
S
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF. "A ") •
B. Available pressure after the bldg. control valve. (from "9' above)
Value of "B" cS• ?
C. Pressure loss of water meter (when meter is required)
Subtract value of 'C" 3
subtotal ' 7
D. Pressure at controlling fixture.
Subtract value of 'D"
• subtotal (.4 z.../,
E. Difference in elevation between the building control valve Subtract value of 'E' �' 6 S
and the controlling fixture in feet A 1 X .434 psi/R.
subtotal
9.
F. Pressure loss due to water treatment devices, instantaneous,
water heaters and backflow preventers which serve the Subtract value of 'F'
controlling fixture. 35 o 5--
subtotal
G. Developed length from building control valve to controlling
Divide by value of "G" 7 r
fixture in feet 5 d X 1.5
subtotal ' S-2_
Multiply by 100
A. Pressure available for uniform loss
•
Fixture Listing
Date: August 15, 2000
Name: HANSON Q PLBG Project: NSFR
Street: Street: 3189 BELLFIELD
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 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
Total Water Supply Fixture Units 6.50 14.50 17.50
12.5 Gallon per minute demand of the building. Predominatly Flush Tank
49.3 Pressure available for uniform loss. For the table use - 50.0
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 1 11/4 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 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 8 0 17.5 34 60 110 270 480 776 1833
WATER DISTRIBUTION DATASHEET
Date: August 15, 2000
Name: HANSON Q PLBG Project: NSFR
Street: Street: 3189 BELLFIELD
City: City:
1. 12.5 Gallon per minute buiding demand, predominatly Flush Tank.
2. 60.0 Low pressure at the Main in Street.
3. 1.3 Lb loss from a 3.0 ft difference in elevation from Main in Street to the Water Meter.
4a. .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 5.2 ft per sec.
4b. 4.8 Lb loss from a 50.0 ft 1" 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 .860 and a velocity of 6.9 ft per sec.
5. 2.3 Lb loss from a 3 /4in Meter .
6. 50.7 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. 50 Pressure available for uniform loss (psi /100 feet of pipe).
B. 50.7 Lbs of pressure available at the Water Meter.
C. 8.0 Pressure needed at the controlling fixture. T/S FAUCET - MASTER BATHRM
D. 5.6 Lb loss resulting from a 13.0 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. 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 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
Maximum FT WSFU 8 0 17.5 34 60 110 270 480 776 1833
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