HomeMy WebLinkAbout0097660-Plumbing (interior) eD CITY OF OSHKOSH No 97660
OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD
ON THE WATER
Job Address 2395 SHORE PRESERVE DR Owner THOMAS S BELTER Create Date 10/01/2002
Contractor LARRY HANSEN PLBG Category 410 - Residential - Interior Plan
Bathtub 1 Shower 2 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Whirlpool 1 Floor Drain 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0
Lavatory 5 Lndry Tray 1 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet 4 Lndry Stndp 1 Clothes Wshr 0 Ice Chest 0 FIr/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 $9,580.00 Plan Approval $0.00 Permit Fees $126.00
Issued By (I V_\
Date 10/01/2002
r] 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 N -1044 TOWER VIEW DR GREENVILLE WI 54942 - 8683 Telephone Number (C)851 -6863
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, N City of Oshlcosh .
- .‘, .••••
ihispection Serrices Division
IP 0 Box 1130
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lOsilkosh, WI 54903-1130
SEP 2 0 20u
Phone: (920) 236-5050
Fax: (920) 236-5084
DEPARTmENT OF
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COMMUNITY DEVELOPMENT
Plumbing Permit Application , h.. ,,,.
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t pr! mists hereinafter described, the L Ai, ,,,
I herebylapply for a permit to do and install the follovrin
ce of Which all 1 arn es hereto agree to and are,b , irrid li, th ',..sta, tu te
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Wisconsin State Plumbing Code, in the performance ,., ,„,, ., ,.., - , •, ,,,, itn. ' 9 ,':',,‘ ' . - “ ,.;,,:: . ,,,, ,
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4 . 11 )App lCationis) and fee(s) can be brought to City Hall, Room 205 or nailed' . fees Inspecbt:o. n ng d 1 isius thite
Oshkosh WI 54903-1128. Commencing work without . w ill result m being . ,, ,,...,„, , ',
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Family Ren
ZSingle:Family ['Duplex 4, ,r tai
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1 t a l t .. . , 4 , pi ,::: „ ,,,,-
Niimberiof Fixtures: g 1
Rim Sink ''
Ladry Standp / De
1 Dip . ' ' '"----, ,- - Fir:it Sink ' f.--
Bathtub i_____
Whirlpool _i_....- Disposal — '
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1 -4 ,. M - „;. ' '-"---
Lavatory - Dishwasher Drink F,. ..-, ,1 , 1. ,, .%rliS
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Toilet Sump Pun np 1 Wait St. , — '
Res. Sink _ ____ Ejector/Grind — Ice Chest _____
Bar Exam Sink ____-
W : Sin terti k eater __--L Local w Sc as ft:er ___— scull), Sink ____. , ecia 64r : t ri toi . "4: , , ' -•'„?4,4
KGas 0 Elect)1(PwrVnt Clothes Wshr —_ Hand Sink :
F Prep Sink _____
Shower .121.— Bidet _
' -
Floor Dram __r___ Beer Tap _ Sery Sin ' 74.
k Site Dram
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4 ' 11 1 -gg Dr
Lndry Tmy i_...._ Classrm Sink Int (3rease-T Of '
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' Lab‘Sink Surgeons Sink Ext Grease Trap S"and P ReC 'j7 . , ;,..=•—•--.•
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Plaster Sink Breakm Sink
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Sterilizer _
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Electric Contractor OR []Electric Installation Verifitn o ,ia a
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Usel Nature of Work ...
Size Material Type '-' :V '- • 0
# Conn. Type .,,, ' , , ,,,,. i .• 6 .
Sanitary Sewer •,,,,.. - ..,•;f4.1, ,„- ?
Storm Sewer
Water Service • , ' .', . .„ ,
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Job Address 2395 SHORE PRESERVE DR Plumbing Permit :York Card
Permit Number 97660 Create Date 10/01/2002
Owner THOMAS S BELTER Contractor LARRY HANSEN PLBG
'egory 410 - Residential- Interior Plan Value $9,580.00
—..chtub / 1 Shower 1/ 2 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Whirlpool / 1 Floor Drain / 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0
Lavatory 15/:Lndry Tray 1 / 1 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet / / /1 4 Lndry Stndp f 1 Clothes Wshr 0 Ice Chest 0 FIr/Wst Sink 0 Int Grease Trap 0
Res. Sink / 1 Disposal 111 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
Bar Sink 0 Dishwasher 11 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 A l -7 0
0 OZ� a2 d !/
0
" 0
n1
Storm Sewer f 91 C
. � 0
C J 0
l ,
Water Service i 0 or t: 0
0
0
0
Date Type Inspector
O
4 c tu _ .me -2- �, a,
Date/Time requested: Notice Type: Teleph e Number:
Access:
Ready Date/Time: - Requested By:
O Reinspect Fee O Fee Waived ❑ Reinspect Fee Paid
q a
0 . - 6- s4t.)4Le 0
0- g c. 1 Ls
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Fix,ire Listing
Date: November 26, 2002
Name: LARRY HANSEN PLUMBING Project: NSFR
Street: Street: 2395 SHORE PRESERVE DR
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
3 Hose Bib, 1/2" diameter .00 9.00 9.00
1 Kitchen Sink 1.00 1.00 1.50
1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50
2 Lavatory 1.00 1.00 2.00
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 10.00 25.00 30.00
20.0 Gallon per minute demand of the building. Predominatly Flush Tank
13.7 Pressure available for uniform loss. For the table use - 14.0
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 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 1835
WATER DISTRIBU'ION DATASHEET
Date: November 26, 2002
Name: LARRY HANSEN PLUMBING Project: NSFR
Street: Street: 2395 SHORE PRESERVE DR
City: City:
1. 20.0 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. 2.2 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 8.3 ft per sec.
4b. 3.7 Lb loss from a 45.0 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 7.3 ft per sec.
5. 6.0 Lb loss from a 3 /4in Meter .
6. 43.1 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. 14 Pressure available for uniform loss (psi/100 feet of pipe).
B. 43.1 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 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 1835
11/26/2002 HANSEN PLUMBING INC PAGE 03
1/26/2002 22:48 9207575807
WATER CALCULATION WORKSHEET FOR , 4 Q t S 4
NAME OFPi1OJECT 3 9S+ S'L o r r /
INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE
1. Demand of building in building in gallons per minute. WSFU's , 3 �- = (GPM)
2. Difference M elevation from main or external pressure tank to building control valve. (feet) 3 -
3. Size of water meter (when meter is required) 5/8" _, 3/4' ` , 1 -112" , 2" _ , larger size
4. Developed length from main or external pressure tank to building control valve. (feet) y 3
5 - Low pressure at mein In street or external pressure tank. (psi) 3 75 —
CALCULATE WATER SERVICE PRESSURE LOSS
5• Low pressure at main in street or external pressure tank. (value of # 8 above)
7. Determine pressure loss due to friction in / '4 1 inch diameter r
water ice. Subtract value of "7" J
(Water service piping material is /0/0g t N )
subtotal 0
8. Detarmine pressure loss due to elevation,
(multiply the value of *2 above by .434) Subtract value of "8" f. 3J •
9. Available pressure after the bldg. control valve. (enter in "B" below) subtotal `7,i'. •7
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A ")
B. Available pressure after the bldg. control valve. (from '9" above) Value of 13" 'Y '. 7
C. Pressure loss of water meter (when meter is required) Subtract value of "C" 7
subtotal L-7 /. 7
D. Pressure st controlling Posture. Subtract value of 'D" 0 •
(Controlling fixture IS e O )
subtotal (Q/, 7
E. Difference in elevation between the building control valve
and the controlbng fixture in feet hp X • .434 psilft. Subtract value of "E" X diP
subtotal I.? , p.2
F. Pressure loss due to water treatment devices. Instantaneous
water heaters and beckfiow preventets which serve the .
controlilng facture.
Subtract value of "F"
(Pressure loss due to
subtotal no..?
G. Developed length from building control valve to controlling
fixture In feat 7/9 X 1.5 Divide by value of "G' /OS
?irte subtotal • (Waterdist ution piping material is '1W"-j
Multiply by
A. • Pressure available for uniform loss • "A" = , t
EEO 4475 (MUM