HomeMy WebLinkAbout0075183- Plumbing (interior) Plumbing Permit Work Card
Job Address 912 N LARK Permit Number 0075183 Create Date 12/07/1999
Owner RAY FORES Contractor HANSON QUALITY PLUMBING
Category 410-Residential-Interior Plan Value $4,735.00
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 3 Lndry Tray 1 Local Waste Wait.St. Shamp Sink _ Coffee Maker
Toilet 3Lndry Stndp 1 Clothes Wshr Ice Chest Flr/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 NSFTTNTERIOR
of Work
Size Material Type # Conn.Type
Sanitary Sewer
Storm Sewer
Water Service
l
Date 02/04/2000 Type Rough In Inspector WJC ✓ Approved I
Date 02/04/2000 Type Underground Inspector WJC I Approved
Date 03/17/2000 Type Final J Inspector WJC u Approved
CITY OF OSHKOSH No 0075183
OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD
ON THE WATER
Job Address 912 N LARK
Owner RAY FORES Create Date 12/07/1999
Category Contractor HANSON QUALITY PLUMBING 9 rY 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 3 Lndry Tray
1 Local Waste Wait.St. Shamp Sink Coffee Maker
Toilet 3 Lndry Stndp
1 Clothes Wshr Ice Chest Flr/Wst Sink Int Grease Trap
Res.Sink 1 Disposal
Bidet Exam Sink Catch Basin Ext Grease Trap
Bar Sink _ Dishwasher 1 Beer Tap Scul ry Sink Wash Ftn
Water Heater 1 Sump Pump
1 Dent.Oper. Hand Sink Urinal
Site Drain Classrm Sink Lab Sink
Plaster Sink Standp Rec
Surgeons Sink Ice Maker
Roof Drain Breakrm Sink Sterilizer Sur 9
Use/Nature NSF/INTERIOR
of Work
Size Material Type # Conn.Type
Sanitary Sewer
Storm Sewer
Water Service
Valuation S4,735.00 Plan Approval $0.00 Permit Fees $60.00
Date 01/21/2000
Issued By
I ( ermit VoideT
In the performance of this work, I agree to perform all work pursuant to rules governing the described construction.
Date
Signature
Agent/Owner
Address 550 N BLUEMOUND RD APPLETON WI 54915 -0000 Telephone Number 730-0205
CITY OF OSHKOSH•
o '7511 3
(f4ii," PLUMBING PERMIT - APPLICATION AND RECORD
OSl IKUSI I
oN 1I IF.WAI1R , j ' � jy, Crrate Dole
Si- Owner fir J 4►address 9.1. 1-, — Plan
SCI IIIOEDFR P.I IANSON Category 410-Residential Interior
--
Contractor I Prep Sink - Gar Drain
Dip Well
/% Shower Ejector/Grind I Soda Dist) __
Ralhhrlr L__ Drink fin Sery Sink ___
Floor Drain Water Sollner .-
Whhlpool Wait.St. Shanrp Sink _ Cotler. Maker
./..L. l Unity Tr�Y /� Local Waste. --
Lavalory Ice Chest FlrlWst Sink -- Inl�Grease Trap .-
Toile( ,r j 3 Lndry SGnlp �/% Clothes Wshr _ .._...._ —J'
Disposal Tlidet
Exanl Sink Catch Basin Cxl Grease'Trap
Rea.Sink / i Sclrlr Sink Wash fin
`•-� // [leer Tap y t
Bar Slink Dishwasher Urinal
Dent.Oiler. hand Sink _
Water Ile,aler / J Sump rump / Plaster Sink Slandp Ree .---
i�� Classnn Sink Lab Sink
--
Site Drain Ice Maker r Sterilizer Surgeons Sink
Root Drain _ [�reaknn SinkI
Use/Nature r
of Work NSP
1
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- Ruler—fit--TYPe lr iiiiiType
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Sanitary Sewer • `
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NWStorm Sewer /
,i-_- I
Water Service /ft •
•
Valuation (_/7 3 O 0 Permit Pees 0, 0-0
Date
Issued Fly r '
I-I Permit Voided I
'_ ______—___—_.___--.—__1
In the performance of this work.I agree to perform all work pursuant to rules governing the described construction. Date
Signahnrt /J��G�"' / 5�
/ ngont/Owner
OSI IKOSI I WI 54901 -0000 Telephone Number 235.7263
Address 3040 KNAPP sr RD --- --- -----
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OSI {IZOSI IWATER CALCULATION WORKSHEET
ON !NE W/VIER • ,
WATER SERVICE SIZE •• � � ��,•� � ..
INFORMATION REQUIRED TO CALCULATE •
• (GPM)
building.in gallons per minute. - , •,'-• .,'• . " '.'.' ,�
`, Demand of building in _ • ..,,.;!-,,i,: (feet)____:_3___
:.;' • . ..e;• tank to buliding control valve.
tamal pressure
2. Difference in elevation from—main- yr ex 112 2, largersize
red _ 8+ �. ; :=1>.: '�.. ��. r,.,.
= •.. „ ,x. �- r, -
e ( en�rriefarl$t84ui �,��... t.�; >�•�,�.pw.n..�����•^ �^' 5 S
of Wa ter W • t •r 5.: :t•..', ',:7i• 1.,t r
3. Size fer.m n,,-.-ti.. T3 i:�Y� -. •,x:.�a..-' -,:.:,T.,...:...-1,1:-(feet)__..
,:..., i_ ,,,4=;t . :�:.,�•:•::,,..• • dfng;conN i valve:
• :r. �anot �"'•`' -tank fabul� , -. 1• :1,�-r >:
m rinaln•of ,;(? ,• r.r.•;� ,� o�.t i:— ,,•,,•� :, -1
4. ed ---)..•?.,.
.• from ,,.1 , _ ". ..:• In: ��h `,;.: -: -^ !{psiJ�___
Developed Ian ,,,=. �t�• x',• .. ;Z ,�-...••�zt � � �.ix",•� •.�•�
,,r.. '�•�. i Nifsir wd'/t��l•{L•,°�. c• ressure tank..-:.1 :1.7,1i:!-,:-.1'..:-.,=i),1 :-.Z:
I sfreef or ex 5 Low pressure at main n.. .• ... .-- • -•
CALCULATE WATER SERVICE PRESSURE LOSS
ressure tank.(value of#5 above)
6. Low pressure at main in street or external p � � �_
inch diameter -
ressure loss due to friction in �-- Subtract value of"7�
7. Determine p e- -. , -
water service. ,
subtotal
8. Determine pressure loss due to elevation, Subtract value of'8'
(multiply the value of#2 above by .434) • S � L.,,,S
9. Available pressure after the bldg. control valve. (enter in "B" below)
subtotal
AVAILABLE FOR UNIFORM LOSS (VALUE OF "A")
�gLCUI�ITE THE PRESSURE Value of.B. '_ �J
pressure after the bldg. control valve. (from "9' above)
B. Available �
Subtract value of'C"
(when meter is required) ` 4 ;
C. Pressure loss of water meter subtotal ( -
Subtract value of.D. _�
D. Pressure at controlling fixture. subtotal ---
,
C. Difference in elevation between the buildingX .434 valve
and the controlling fixture in feet subtotal --
tment devices,
F.
Pressure loss due to water treaventers which serve the instantaneous Subtract value of'F' �—
water heaters and backflow pre i N 1
controlling fixture. subtotal
�
�
G. Developed length from building control valve to controlling `
fixture in feet__--- Divide by value of'G'subtotal =—
Multiply by100
A.
Pressure available for uniform loss
WATER DISTRIBUTION DATASHEET
Date:January 24,2000
rI1
Name: HANSON Q PLBG
Project:NSFR
Street: 912 N LARK ST
Street:
City:ity:
• k
1. 15.2 Gallon per minute buiding demand,prcdominatly Flush Tank.
2. 61.0 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. 4.8 Lb loss from a 55.0 ft 1" Copper Tube Type K ASTM B88 water service from the Main in Street to the Water Meter.
Pressure loss detemined using a C value of 130,inside diameter of.995 and a velocity of 6.3 ft per sec.
4b. .0 No 2nd part water lateral.
5. 3.5 Lb loss from a 3/4in Meter .
6. 51.4 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
A. 56 Pressure available for uniform loss(psi/100 feet of pipe).
B. 51.4 Lbs of pressure available at the Water Meter.
C. 8.0 Pressure needed at the controlling fixture.SHOWER 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. 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 11/2 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
Fixture Listing
Date:January 24,2000
/14/
Name: HANSON Q PLBG Project:NSFR
Street: Street: 912 N LARK 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 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
1 Shower Stall,lavatory and water closet FT-group 1.50 3.00 3.50
Total Water Supply Fixture Units 8.00 18.00 22.00
15.2 Gallon per minute demand of the building. Prcdominatly Flush Tank
55.9 Pressure available for uniform loss. For the table use-56.0
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 1. 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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