HomeMy WebLinkAbout0104943-Plumbing (interior)OSHKOSH
ON THE WATER
.lob Address 1340 JUDY LEE CT
Contractor O'NEILL ENTERPRISE INC
CITY OF OSHKOSH
PLUMBING PERMIT - APPLICATION AND RECORD
Owner C C & R WOOD PRODUCTS INC
Category 410 - Residential-Interior
No 104943
Create Date 08/01/2003
Plan
Bathtub 3 Shower 0 Ejector/Grind 0 DipWell 0 F Prep Sink 0 Gar Drain 0
Whirlpool 0 Floor Drain 1 Water Soffner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0
Lavatory 4 Lndry Tray 0 LocalWaste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet 4 Lndry Stndp 1 ClothesWshr 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 SculrySink 0 Wash Ftn 0 RPZValve 0
Water Heater 0 Sump Pump 1 Dent. Oper. 0 Hand Sink 0 Urinal 0 EyeWash Statn 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
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 $9,000.00 Plan Approval $0.00 Permit Fees $102.00 ~J Permit Voided
Issued By
Date 10/24/2003
In the performance of this work, I agree to perform all work pursuant to rules governing the described construction.
While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work
described in this permit application within an easement, the City strongly urges the permit applicant to contact the
easement holder(s) and to secure any necessary approvals before starting such activity.
Signature Date
Agent/Owner
Address 5575 CTY RD N PICKETT WI 54964 - 0000 Telephone Number
428-4700 589-2007
To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of
Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone
Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may
continue if the inspection is not performed within two business days from the time the project is ready.
· 20/21/2003 1~:0~
CHy of
Inspection Ser',iee~ Div~ion
P 0 Box 1130
Oshkosh, WI :.:,1903-1130
Phone: 19Z0) ~:.! 6-5050
Fax: (920) 23fi. 5084
9205893816 ONEILL PAGE 01
O/t-tKOZH
Plumbin Permit A h'cation
I hereby apply for a permit to do and install the following plumbing on the premises herciuaf~r described, the work to conform to the
ti,. ;.OHS n State Plumbm~ Code. in the performance of which all part:cs hereto agree to and nrc bound by said statules.
JobAddre..{s }3qo '~'~ ~GG ~-~ ValueO.¢ludinS~:b0~.d..~,~i~,.l ~,~. O00r'-' Date
J~$iugle Fat:,'tilj, [~]Duplex {--]Multi-Family I--]Rental I--]Commercial [-]Industrial
Number of F}xtures:
Electric Co.~:ractor
Use I Nature ,)f Work
_OR
D EIV form attached (IFReplacome~t)
Sanitary Sewer
Size Material Typ~" ' # Comm. Type
Water Service
e
Applivatio~(s) and fcc(s) can be brought to City Hall. Room 20.5 or mailed to Inspection Services PO Box 1128, Oshkosh WI
54903-l 1 ;~ :i. Commencing work without permit(s) will result in fccs being doubled or $100.00 plus the normal permit fcc,
which ever is ~reater.
OR
Check here i~fyou want Uhi~ R_r. oqessed t~rou~h your accoun~ ~
Job Address 1340 JUDY LEE CT
Owner C C & R WOOD PRODUCTS INC
`egory 410 ~ Residential-Interior
Plumbing Permit Work Card
Permit Number 104943
Contractor O'NEILL ENTERPRISE INC
Plan
Bathtub III 3 Shower 0 Ejector/Grind 0 Dip Well 0 F Prep Sin
Whirlpool 0 Floor Drain ~ Water Softner 0 Drink Ftn 0 Serv Sink
Lavatory /~ Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sin
Toilet I ~ ~ ~ 4 Lndry Stndp ~ 1 Clothes Wshr 0 Ice Chest 0 Flr/wst Sir
Res. Sink ~ Disposal ! 1 Bidet 0 Exam Sink 0 Catch Basi
Bar Sink 0 Dishwasher j 1 Beer Tap 0 Sculry Sink 0 Wash Ftn
Water Heater ! 0 Sump Pump ~ 1 Dent. Oper. 0 Hand Sink 0 Urinal
Site Drain 0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rey
Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker
Use/Nature iNSFR
of Work
Value $9,000.00
0 Gar Drain 0
0 Soda Disp 0
0 Coffee Maker 0
0 Int Grease Trap 0
0 Ext Grease Trap 0
0
0
0
/I ^^
Size Material
Sanitary Sewer
Storm Sewer
Water Service
Date Type
Type
# Conn.Type
0
0
0
0
0
0
0
0
0
0
~-
k ~7 iy
0
0
0
0
0
Date/Time requested:
Inspector
~,~~~~
~~
Notice Type:
Telephone Number:
Access:
_ __ _-~
Ready Date/Time: Requested By:
Reinspect Fee ~ Fee Waived ^ Reinspect Fee Paid
---------------------------------------------------------------------------------------------------------
Create Date 08/01/2003
11/22/2003 10:55 92051393016 OI+EILL PAGE 03
t - we 4 1~^kS I.s
1-1.itV 1 1~~ f
1 - A„v ~s- 112 - K B t t"o
W1'. 'ER CALCULATION WORKSHEET FOR _131"~(~ ~~(~ i-ee_~Ou ~~____-__,
---„ - NMiE ESEGr ~IICrdCr ------ '-
~J lNt:`~ IRMATION f2EGU1RED TO CALL ULATE WATER SERVICE SITE
1. pemand of building in gallons per minute. WSFU's ~(e~S _ = (GPM)_ ~•°~
2. Difference in elevation from main or external pressure tank to building control valve. (feet)__ ~__~
3, Size of the water meter. (When epplicabk) 5/8- __, 314" ,y! 1" __, t•tl2" ., _, 2" __. 3" __, A" __, li- _
4. Oevebped length from main or external pressure tank to buik>fing control valve. (feet) _ 4Z~
~~ ~1-dV~o3
5. Low pressure at main in street or external pressure tank. (psigj~ __
CAI.:UTATE WATER SERVICE PRESSURE LOSS
8. r,ow pressure at main in street or external pressure lank. (value of p 5 above)
7, Water service Diameter is _ ~yy __. Material i5 , ~ ~~AX.~ ~ ~ .Pressure loss
c:*y o~
Osk~~ M
..r.._____ Oep(--
per 100 R = __ 7 _ Ibs_ X _^ .~2 __(decimal equiv'(ant of service length, i.e.; t35h - .ti5) a 4 y __
(Subtract tine 7. from line 6.) subtotal y~"O!o
8. Determine prossure gain or loss due to elevation.
(multiply the value of k 2 above by .434) value of "$" I.T3~
9. Available pressure after the bldg. control vvNe. (Subtract ar add tine $. Enter In "8".) subtotal 4~ _32y
CAI. t. ULATE THE PRESSURE AVAILAtBLE FOR UNIFORM t_OSS (VALUE OF "A")
~`f
8 AvailabN ag )
preswre after the b . eontrol valve. (from "9~ above value of "B"
4~o-~y
C. Pressure toss of water meter (when meter la required or installed) Value or "C" S
(SubMact lin® C. from line B.) subtotal V I.~?`I
O. Pressure at controlling fixture. d Value of'D•
(Controlling fixture is ,______ ~ressa~•e (3a~an~. ^)
r ZQ~_
-~
(subtract the value of D.) subtotal
ti~awr _Zl. '3Z tl
'
E. Difference in elewation between the budding control valve
and the confronirtg fixture in feet?o ___ X .434 psi/ft. value of "E" ~.~9!
(Subtract the value of E.) subtotal _ (Z • ~y
F. Pressure bss due to water treatment devices, instantaneous
water heaters and backflow provvntvrs which serve the
controlling fntlure. value of "F" ~ _
(Pressure loss due to __~~_~ `-----_-r~_)
(Subtract the value of F.) subtotal _~Z~(o!~'/
G. Oevebped length -rom building control valve to controling
rxture in feet __!~~ X t.5 Value of "G" foU
(Divide by the vplue of G.) subtotal _ .210733
(Water distribution piping material Is _ ~e,~ __~) --
Multiply by ~Q~
~'"~' A. Pressure avaN9ble for unHorm loss ••A" = ZZ
i
WATER DISTRIBUTION DATASHEET
Date: January 28, 2004
Name: ONEILL ENT Project: NSFR
Street: Street: 1340 JUDY LEE CT
City:
City:
1. 17.0 Gallon per minute buiding demand, predominatly Flush Tank.
2. 48.0 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. 1.2 Lb loss from a 15.0 ft I" 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 7.0 ft per sec.
4b. 2.6 Lb loss from a 42.0 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 6.2 ft per sec.
5. 4.3 Lb loss from a 3/4in Meter
6. 39.9 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. 19 Pressure available for uniform loss (psi/100 feet of pipe).
B. 39.9 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture. SHWR-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 no pressure loss devices serving the controlling fixture.
F. 60.0 Ft Developed length from the 40.0 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 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 6 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 7 0 18 34 62 112 270 484 776 1835
Fixture Listing
Date: January 28, 2004
Name: O'NEILL ENT Project: NSFR
Street: Street: 1340 JUDY LEE CT
City: City:
Non Public Use Fixtures
Hnt (:nlrl Tntal
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
2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00
1 Shower Stall, lavatory and water closet FT -group 1.50 3.00 3.50
Public Use Fixtures
Hot Cold Total
I Ice Maker .00 .50 .50
Total Water Supply Fixture Units 9.00 21.00 25.00
17.0 Gallon per minute demand of the building. Predominatly Flush Tank
18.6 Pressure available for uniform loss. For the table use - 19.0
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/Z 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 6 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 7 0 18 34 62 112 270 484 776 1835
~~
'1
.~,. ~'_
~,~ l
WATER DISTRIBUTION DATASHEET
Date: January 28, 2004
Name: O'NEILL ENT Project: NSFR
Street:
City:
Street: 1340 JUDY LEE CT
City:
1. 17.0 Gallon per minute buiding demand, predominatly Flush Tank.
2. 48.0 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. 1.2 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 150 ,inside diameter of .995 and a velocity of 7.0 ft per sec.
4b. 2.6 Lb loss from a 42.0 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 6.2 ft per sec.
5. 4.3 Lb loss from a 3/4in Meter
6. 39.9 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. 19 Pressure available for uniform loss (psi/100 feet of pipe).
B. 39.9 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture. SHWR-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 no pressure loss devices serving the controlling fixture.
F. 60.0 Ft Developed length from the 40.0 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 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4
Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0
Value of C 150 150 150 150 I50 150 150 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 4 6.5 9 15 22 31 53 0 0 0
Maximum FM WSFU 0 0 0 5 7 15 58 0 0 0
Maximum FT WSFU 4 8 11.5 21.5 35 58 142 0 0 0
Fixture Listing
Date: January 28, 2004
Name: O'NEILL ENT Project: NSFR
Street: Street: 1340 JUDY LEE CT
City: City:
Non Public Use Fixtures
Hnt C nlrl Tntal
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
2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00
1 Shower Stall, lavatory and water closet FT -group 1.50 3.00 3.50
Public Use Fixtures
Hot Cold Total
1 Ice Maker .00 .50 .50
Total Water Supply Fixture Units 9.00 21.00 25.00
17.0 Gallon per minute demand of the building. Predominatly Flush Tank
18.6 Pressure available for uniform loss. For the table use - 19.0
Maximun Allowable load for Crosslinked Polyethylene (Pex) Tubing ASTM F876
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4
Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0
Value of C 150 150 150 150 150 150 150 150 150 150
Velocity in 8 per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 4 6.5 9 15 22 31 53 0 0 0
Maximum FM WSFU 0 0 0 5 7 IS 58 0 0 0
Maximum FT WSFU 4 8 11.5 21.5 35 58 142 0 0 0
J
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