HomeMy WebLinkAbout0112654-Plumbing (interior)0 CITY OF OSHKOSH
OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD
ON THE WATER
Job Address 3155 BENNETT CT
Contractor PLUMBING CONTRACTOR SPECIALISTS, LLC
Bathtub
Whirlpool
Lavatory
Toilet
Res. Sink
Bar Sink
Water Heater
Site Drain
Roof Drain
Use /Nature
of Work
Valuation
Issued By
Owner RUSCH HOMES LLC
Category 410 - Residential- Interior
No 112654
Create Date 11/01/2004
Plan
1 Shower
2
Ejector /Grind
0
Dip Well
O
F Prep Sink
0
Gar Drain 0
0 Floor Drain
1
Water Softner
0
Drink Ftn
0
Sery Sink
0
Soda Disp 0
4 Lndry Tray
0
Local Waste
0
Wait. St.
0
Shamp Sink
0
Coffee Maker 0
4 Lndry Stndp
1
Clothes Wshr
0
Ice Chest
0
Flr/Wst Sink
0
Int Grease Trap 0
1 Disposal
1
Bidet
0
Exam Sink
0
Catch Basin
0
Ext Grease Trap 0
0 Dishwasher
1
Beer Tap
0
Sculry Sink
0
Wash Ftn
0
RPZ Valve 0
1 Sump Pump
1
Dent. Oper.
0
Hand Sink
0
Urinal
0
Eye Wash Statn 0
0 Classrm Sink
0
Lab Sink
0
Plaster Sink
0
Standp Rec
0
0 Breakrm Sink
0
Sterilizer
0
Surgeons Sink
0
Ice Maker
1
SFR/ New single family
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
$6,800.00 Plan Approval $0.00 Permit Fees $133.00 LJ Permit Voided
In the performance of this work, I agree to perform all work pursuant to rules governing the described construction.
While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work
described in this permit application within an easement, the City strongly urges the permit applicant to contact the
easement holder(s) and to secure any necessary approvals before starting such activity.
Signature Date
Agent /Owner
Address 1226 CHELSEA CT MENASHA
Parcel Id #
1342506000
WI 54952 -0000 Telephone Number 920 - 749 -9121
To schedule inspections please call the Inspection Request line at 236 -5128 noting the Address, Permit Number, Type of
Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone
Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may
continue if the inspection is not performed within two business days from the time the project is ready.
Date: April 19, 2005
Name: PCS
Street:
City:
Fixture Listing
Project: NSFR
Street: 3155 BENNETT CT
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
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
2
Shower Stall, lavatory and water closet FT - group
3.00
6.00
7.00
Public Use Fixtures
Unt C nld Tntal
1 Ice Maker .00 .50 .50
Total Water Supply Fixture Units
16.7 Gallon per minute demand of the building. Predominatly Flush Tank
30.6 Pressure available for uniform loss. For the table use - 31.0
8.50 20.50 24.50
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.
Value of C
Velocity in ft per sec.
Maximum Gpm
Maximum FM WSFU
Maximum FT WSFU
.569
0
.811
1.055
1.291
1.527
2.009
2.495
2.981
3.935
150
150
150
150
150
150
150
150
150
150
8
8
8
8
8
8
8
8
8
8
6
0
12.5
21.5
32
45
79
121
174
303
0
0
4.5
7
17
39
144
374
731
1835
7.5
0
18
34
62
112
270
484
776
1835
Date: April 19, 2005
Name: PCS
Street:
City:
WATER DISTRIBUTION DATASHEET
Project: NSFR
Street: 3155 BENNETT CT
City:
1. 16.7 Gallon per minute buiding demand, predominatly Flush Tank.
2. 53.0 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. 2.8 Lb loss from a 35.0 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 150 , inside diameter of .995 and a velocity of 6.9 ft per sec.
4b. 3.4 Lb loss from a 57.0 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 6.1 ft per sec.
5. 4.2 Lb loss from a 3 /4in Meter
6. 42.6 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. 52 Pressure available for uniform loss (psi /100 feet of pipe).
B. 42.6 Lbs of pressure available at the Water Meter.
C. 8.0 Pressure needed at the controlling fixture. T/S FAUCET
D. 5.2 Lb loss resulting from a 12.0 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. 57.0 Ft Developed length from the 38.0 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.
Value of C
Velocity in ft per sec.
Maximum Gpm
Maximum FM WSFU
Maximum FT WSFU
.569
0
.811
1.055
1.291
1.527
2.009
2.495
2.981
3.935
150
150
150
150
150
150
150
150
150
150
8
8
8
8
8
8
8
8
8
8
6
0
12.5
21.5
32
45
79
121
174
303
0
0
4.5
7
17
39
144
374
731
1835
7.5
0
18
34
62
1 112
1 270 1
484 1
776
1835
Date: April 19, 2005
Name: PCS
Street
WATER DISTRIBUTION DATASHEET
Project:
Street: 3155 BENNETT CT
City: City:
1. 16.7 Gallon per minute buiding demand, predominatly Flush Tank.
2. 53.0 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. 2.8 Lb loss from a 35.0 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 150 , inside diameter of .995 and a velocity of 6.9 ft per sec.
4b. 3.4 Lb loss from a 57.0 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 6.1 ft per sec.
5. 4.2 Lb loss from a 3 /4in Meter
6. 42.6 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. 31 Pressure available for uniform loss (psi /100 feet of pipe).
B. 42.6 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture. T/S FAUCET
D. 5.2 Lb loss resulting from a 12.0 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. 57.0 Ft Developed length from the 38.0 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 21/2 3 4
Actual I. D.
Value of C
Velocity in ft per sec.
Maximum Gpm
Maximum FM WSFU
Maximum FT WSFU
.569
0
.811
1.055
1.291
1.527
2.009
2.495
2.981
3.935
150
150
150
150
150
150
150
150
150
150
8
8
8
8
8
8
8
8
8
8
6
0
12.5
21.5
32
45
79
121
174
303
0
0
4.5
7
17
39
144
374
731
1835
7.5
0
18
1 34
1 62
1 112 1
270
1 484
1 776
1835
•ww -' �Y0
WATER CALCULATION WORKSHEET FOR
3 1!5-5- Sepr t e-tf (a-/`•
NAM&AOORMS of PROJECT
INFORMATION REQUIREDTO CALCULATE WATER SERVICE SIZE
1. Demand of building in gallons per minute. WSFU's _ (GPM)
2. Difference in elevation from main or external pressure tank to building control valve. (feet) _
3. Size of the water meter. (When applicable) 5/8" _..,, 3f4" �. 1" ___,1 -1 f2" �, 2" —, 3° —, 4" —, 6" —•
4. Developed length from main or external pressure tankto building control valve.
5. Low pressure at main in street or external pressure tank.
CALCULATE WATER SERVICE PRESSURE LOSS 22S' QQ
6.. Low pressure at main in street or extemal pressure taA.1valui0of# S abbve7
7
is
(feet)
(psig) 53
Water service diameter, is Material is , Pressure loss
per 100 It __.&_(decimal equivalent of service length, i.e.; 65ft = .65)
n w� N l2 D
�' . !" P33 . e. x (Subtract line 7. from line 6.) subtotal
Determine pressure gain or loss due to elevation,
(multiply the value of # 2 above by .434) value of "8"
9. Available pressure after the bldg. control valve. (Subtract or add line 8. Faster in "B ".) subtotal -Y z"
CALCULATETHE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A ")
B. Available pressure aff erthe bldg. control valve. (from'V above) Value of "W
C. Pressure loss of water meter (when meter is required or installed) Value of "C" y
(Subtract line C. from line B.) subtotal
D. Pressure at controlling fixtur . Value of "D"
(Controlling fixture is B. r/��ac ) G� o
(Subtract the value of D.) subtotal
E. Difference in elevation between the building control valve
and the controlling facture in feet _ ,« X .434 psifft.
F
G.
(Subtract the value of E.)
Pressure loss due to water treatment devices, instantaneous
water heaters and backflow preventers which serve the
controlling fixture.
(Pressure loss due to
(Subtract the value of F.)
Developed lea from building control valveto controlling
fixture in feet X 1.5
k (Divide by the value of G.)
(Water distribution piping material is eAj,
A. Pressure available for uniform loss
Td Wd6t7:90 S007- 6T 'add
c.s
TZT6- 6t;'L -0z6: 'ON Xdd
Value of "E" -!9' SL l
subtotal 2 3. Z7
Value of "F'
subtotal
Value of "G"
subtotal • jog Z
Multiply by 100
,W„ _ 410.s3
WO