HomeMy WebLinkAbout2008-Plumbing VOID VOID VOIDOSHKOSH
ON THE WATER
Job Address 1055 ZACHER DR
CITY OF OSHKOSH
PLUMBING PERMIT -APPLICATION AND RECORD
Owner STEVE & MICHELE WILLIAMS
Category 410 -Residential-Interior
No 133430
VOID
Create Date 10/08/2008
Contractor WATTERS PLUMBING
Bathtub
Whirlpool
Lavatory
Toilet
Res. Sink
Bar Sink
Water Heater
Site Drain
Roof Drain
Misc.
Fixtures
Use/Nature
of Work
Plan
1 Shower 2 Water Softner Wait. St. Shamp Sink Coffee Maker
1 Floor Drain 1 Local Waste Ice Chest _ FIr/Wst Sink _
Int Grease Trap
5 Lndry Tray 2 Clothes Wshr 1 Exam Sink _ _
_ Catch Basin _
Ext Grease Trap
4 Disposal 1 Bidet Sculry Sink _
Wash Ftn _
RPZ Valve
1 Dishwasher 1 Beer Tap Hand Sink Urinal Eye Wash Statn
Sump Pump 2 Lab Sink Plaster Sink Standp Rec 1 Wtr Sewer Mtrs
1 Classrm Sink Sterilizer Surgeons Sink Ice Maker Deduct Meters
_ Breakrm Sink Dip Well F Prep Sink _
Gar Drain 2 Wtr Usage Mtrs
_ Ejector/Grind Drink Ftn Serv Sink Soda Disp
3 silcock
t
)0
Valuation _ $15,284.00 Plan Approval $0.00 Permit Fees
Issued By ~
$203.00 ~/ Permit Voided JOB CANCELLED
In the pertormance 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 10/13/2008
Agent/Owner
Address PO BOX 118 MENASHA _ WI 54952 - 0118 .Telephone Number 920-733-8125
- -- --
- --_ - -
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.
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RECENED
fi DEC 0 3 2008
~~ I DEPARI-MEN'f OF..~„~
~ ! INSPECTION SERVICES DIVISION
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Inspection Se `. ~ '~..:,,, ~~~.,~:.a.~~ ~ :: ,.4~~.,. ,.~ .~-, .<, ~;:x
rvices Division: ~ ~ ~ ~ ~ 12-01-08'
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We faxed a plumbing permit application to you on October 10, 2008 for an L& R Construction project at
1055 Zacher Drive. Today, December 01, 2008 we learned we no longer have this job. Could you please
credit us the $203 that you deducted from our Watters Plumbing Debit account? Also, please send some
sort of confirmation that this was taken care of.
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Thank you, ~
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Angie Kane- Residential Sales Coordinator
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1303 M'd d
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Phone (920) 733-8125 • Fax (920) 733-2713
_~ _.~___.__ _ _~..__ www,WattersPlumbing.net
OSHKOSH
ON THE WATER
Job Address 1055 ZACHER DR
CITY OF OSHKOSH
No 133430
PLUMBING PERMIT -APPLICATION AND- RECORD
Owner STEVE & MICHELE WILLIAMS Create Date 10/08/2008
Contractor WATTERS PLUMBING
Bathtub
Whirlpool
Lavatory
Toilet
Res. Sink
Bar Sink
Water Heater
Site Drain
Roof Drain
Misc.
Fixtures
Use/Nature
of Work
Category 410 -Residential-Interior
Plan
1 Shower 2 Water Softner Wait. St. Shamp Sink Coffee Maker
1 Floor Drain 1 Local Waste Ice Chest FIrIYVst Sink Int Grease Trap
5 Lndry Tray 2 Clothes Wshr 1 Exam Sink Catch Basin Ext Grease Trap
4 Disposal 1 Bidet Sculry Sink Wash Ftn ~ RPZ Valve
1 Dishwasher 1 Beer Tap Hand Sink Urinal Eye Wash Statn
Sump Pump 2 Lab Sink Plaster Sink Standp Rec 1 Wtr.Sewer Mtrs
1 Classrm Sink Sterilizer Surgeons Sink Ice Maker Deduct Meters
_ Breakrm Sink Dip Well F Prep Sink ~ Gar Drain 2 Wtr Usage Mtrs
_ Ejector/Grind Drink Ftn Serv Sink Soda Disp
3 silcock ~ ,
Valuation $15,284.00 Plan Approval $0.00 Permit Fees $203.00 ^ Permit Voided
Issued By Date 10/13/2008
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
Address PO BOX 118
Agent/Owner
MENASHA
WI 54952 - 0118 Telephone Number 920-733-8125
i o scnedule 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.
/10/2008 FRI 14:51 FAX 920 733 2713 WATTERS PLUMBING ~~~ City Of Oshkosh
City of Oshkosh
Inspection Services Division
P O Box 1130
Oshkosh, WI 54903-I l30 ~~~~
Phone:(920)236-5050 y~
Fax: (920)236-5084
Plumbing Permit Application
X001/001
1 ~t[ ,vATF.F
1 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~aid statutes.
• Application(s) and fee(s) can be brought to City Hall, Room 20S or mailed to Inspection Services, PO Box 1 ] 28,
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.
Number of Fixtures:
Bathtub 1
Whirlpool ~_
Lavatory ~_
Toilet ~_
Res. Sink ~_
Bar Sink
Water Heater
Gas Ci Elect ~Vnt
Shower ,~_
Floor Drain
Lndry Tray Z
Lab Sink
Plaster Sink
Sterilizer
Misc.
Fixtures
Electric Contractor
Disposal ~ Drink Ftn Catch Basin
Dishwasher _~_ Wait. St. Wash Ftn
Sump pump Z Ice Chest Urinal
Ejector/Grind Exam Sink Gar Drain
Water Softner ~ Sculry Sink Soda Disp
Local Waste Hand Sink Coffee Maker
Clothes Wshr ~_ F Prep Sink Comm. Ice Maker
Bidet Serv Sink
Site Drain
Beer Tap [nt Grease Trap Roof Drain
Classrm Sink Ext Grease Trap Stand Rcc
P
Surgeons Sink R.A.Z. Valve Eye Wash Stn
Breakrm Sink Shamp Sink Wtr Scwcr Mtrs
Dtp Well FldWst Sink Deduct Meters
Hose Bibs 3 ~^
Wtr Usage Mtrs
'Z
OR ^Electric Installation Verification form attached
(If Replacement)
Use /Nature of Work
Size Ivtaterial Type ~ Conn. Type
Sanitary Sewer
Storm Sewer
Water Service
(mac,-P ~ a t-N~~ ! GC..~ ~ZLV s~t~
11/05
Job Address_ 1' ~ ~~ Z~ GY1 •i/Y 17Y. Value (Including labor and materials) ~ ~~ Z b ~" Date ~ '" 3 ~ ~b
Owner L~~ - uv j j)(a1,~S C ntractor ~ :~}~-erg p l;; mbin~, ~ h~G
Ingle Family ^Duplex ^Multi-Famil ^Rental Commercial n
Y ^ ^I dustr>tal
10/10/2008 FRI 14:34 FAX 920 733 2713 WATTERS PLUMBING
WATER DISTRIBUTION DATASHEET
Date: October 10, 2008
Narne: WATTERS PLUMBING Project: L & R CONSTRUCTION
Street: 1303 MIDWAY ROAD
City: MENASHA
X004/005
Street: 1055 ZACHER DR[VE
City: OSHKOSH
1. _ 23.0 Gallon per minute buiding demand, predominatly Flush Tank.
2. __ 53.0 Low pressure at the Main in Street.
3. .0 psi loss from a .0 ft difference in elevation from Main in Street to the Water Meter.
4a. 2.2 psi loss from a 15.0 ft i" 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 1 SO ,inside diameter of .995 and a velocity of 9.5 R per sec.
4b. 6.9 psi loss from a 65.0 ft 1 1/4" PE Tubing CTS ASTM 2737 AWWA C901 water service from the curb stop to the Water Meter.
Pressure loss detetnined using a C value of ISO ,inside diameter of 1.060 and a velocity of 8.4 ft per sec.
S. 7.9 psi loss from a 3/4in Meter
6. 35.9 psi of pressure available at the Water Meter. This value is entered in ($) 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. ____ 10 Pressure available for uniform loss (psi/100 feet of pipe).
B. 35.9 psi of pressure available at the Water Meter.
C. _ 20.0 Pressure needed at the controlling fixture. T/S VALVE
D. 6.1 psi loss resulting from a 14.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. .0 psi pressure loss due to a NONE serving the controlling fixture.
F. 105.0 Ft Developed length fi•o-n the 70.0 ft actual length of piping from the Water Meter to the controlling fixture.
Maximun Allowable load for Crosslinked Polyethylene (Pex) Tubing ASTM F876
_ Nominal Size 1/2 S/8 3/4 I 1 L/4 1 l/2 2 2 1/2 3 4
Actual 1. D. .475 .574 .671 ~ .862 1.054 1.244 1.629 0 0 0
ValueofC 1S0 1S0 150 1S0 150 1S0 ISO ISO ISO 1S0
Velocity in ftper sec. 8 8
A 8 8 8 8 8 8 g g
Maximum Gpm 2.5 4 6,S 12.5 21.5 30 S l ~ 0 0 0
Maximum FM WSFU 0 0 0 4.S 7
..
.
. 14 53 0~ 0 0
Maximum FT WSFU 2.5 4
8
17.5 ~
...
..
__ 34
SS
13S I
._. 0
0
0
10/10/2008 FRI 14:34 FAX 920 733 2713 WATTERS PLUMBING
Fixture Listing
Date: October ] 0, 2008
X005/005
Name: WATTERS PLUMBING __ ~_ _ Project: L& RCONSTRUCTION
Street: 1303 MIDWAY ROAD Street: 1055 ZACHER DRIVE
City: MENASHA _ _ __ City: OSHKOSH
Non Public Use Fixtures
1 Automatic Clothes Washer l .00 1.00 1.50
] Bathtub, with or without shower head L.50 1.50 2.00
1 Dishwashing Machine 1.00 .00 1.00
4 Hose Bib, l/2" diameter .00 12.00 12.00
1 Kitchen Sink 1.00 1.00 1.50
2 Laundry Tray, I or 2 compartment 2.00 2.00 3.00
2 Lavatory 1.00 1.00 2.00
1 Shower, per head 1.00 1.00 1.50
t Water Closet, gravity type flush tank .00 2.00 2.00
L 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
\. Total Water Supply Fixture Units 13.50 31.00 37.50
23.0 Gallon per rninute demand of the building. Predominatly Flush Tank
9.4 Pressure available for uniform loss. For the table use - 10.0
Maxmmun Allowable load for Crosslinked Polyethylene (Pex) Tubing ASTM F876
^ Nominal Size 1/2 5/8 3/4 1 1 1/4 1 t/2~~ 2~~ 2 1/2 3 4
Actual [. D. .475 ~.574~ .671 .862 1.054 1.244 1.629 0 0 0
Value of C 150 150 150 150 150 150 150 150 t50 150
Velocity in ft per sec. 8 8 8
_ 8 8 8 8 8 8 8
Maxirnum Gpm ( 2.5 4 6.5 12.5 21.5
W 30 S I 0 I 0 0
Maximum FM WSFU :
t 0
- --- 0 0 4.5 7 14 53 0 0 0
Maximum FT WSFU ! 2.5 4 8 17.5 34 55 135 0 0 0 __..
10/10/2008 FRI 14:33 FAX 920 733 2713 WATTERS PLUMBING
WATER DISTRIBUTION DATASHEET
Date: October 10, 2008
Name: WATTERS PLUMBING
Street: 1303 MIDWAY ROAD
X002/005
Street: 1055 ZAGREB DRIVE
City: MENASHA_____ City: OSHKOSH
1. 23.0 Gallon per.minute buiding demand, predominatly Flush Tank.
2. 53.0 Low pressure at the Main in Street.
3. .0 psi loss from a .0 ft difference in elevation from Main in Street to the Water Meter.
4a.~ 2.2 psi 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 dete~nined using a C value of 1 SO ,inside diameter of .995 and a velocity of 9.5 ft per sec.
46. 6.9 psi loss from a 65.0 ft l 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 8.4 ft per sec.
5. ~ 7.9 psi loss from a 3/4in Meter
6. 35.9 psi 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~1 x 100
F
A. 10 Pressure available for uniform loss (psi/100 feet of pipe).
B. 35.9 psi of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fxture. T/S VALVE
D. ` 6.1 psi loss resulting frotn a 14.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. .0 psi pressure loss due to a NONE serving the controlling fixture.
F. 4105.0 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 Sipe 1/2 5/8 3/4 I 1 1/4 I l/2 2 2 1/2 3 4
Actua] t. D. ~ .569 0 .811 1.055 1.291 l .527 __ 2.009 ry 2.495 2.981 3.935
Value of C 150 150 150 I50 150 150 ISO 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 4 0 11
^ 21.5 32 45 ( 79 121 174 303
Maximum FM WSFU
f 0
---- 0 4 7
- 17 39 144 374 731 1835
Maximum FT WSFU
4
0
15
34
62
112
270
484
776 -----
1835
Project: L & R CONSTRUCTION
10/10/2008 FRI 14:34 FAX 920 733 2713 WATTERS PLUMBING
Fixture Listing
Date: October 10, 2008
Name: WATTERS PLUMBING Project: L & R CONSTRUCTION
X003/005
Street: 1303 MIDWAY ROAD Street: 1055 ZACHER DRIVE
City: MENASHA ~ City: OSHKOSH
Non Public Use Fixtures
u,.. r„ia r,...,i
I
Automatic Clothes Washer ~
1.00
1.00 I
1.50
1 Bathtub, with or without shower head 1.50 1.50 2.00
i Dishwasl-ing Machine 1.00 .00 1.00
4 Hose Bib, 1/2" diameter .00 12.00 [2.00
I Kitchen Sink 1.00 1.00 1.50
2 Laundry Tray, l or 2 compartment 2.00 2.00 3.00
2 Lavatory 1.00 1.00 2.00
1 Shower, per head 1.00 1.00 ] .50
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
Total Water Supply Fixture Units
23.0 Gallon per minute demand of the building. Predominatly Flush Tank
9.4 Pressure available for uniform loss. For the table use - 10.0
13.50 31.00 37.50
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size I/2 ~ 5/8 3/4 1 l 1/4 1 1/2 2 2 1/2 3 4
Actual I. D. .569 0 .8 i I 1.055 1.291
~ 1.527 2.009 ~ 2.495 2.981 3.935
ValueofC t50 150 150 150 150 150 150
~ 150 150 150
Velocity in ft per sec. 8 8 8 $ g g g g g g
Maximum Gpm 4 0 1 l 2I.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4
~ 7 17 39 144 374 731 1835
Maximum FT WSFU 4 0 15 34 62 112 270 484 776 1835