HomeMy WebLinkAbout0104047-Plumbing (interior) CITY OF OSHKOSH
PLUMBING PERMIT - APPLICATION AND RECORD
No 104047
OSHKOSH
ON THE WATER
Job Address 3201 BELLFIELD DR Owner CREATIVE CUSTOM HOMES & DEVELOP INC Create Date
Contractor HANSON QUALITY PLUMBING Category 410 - Residential-Interior
Bathtub 2 Shower 0 Ejector/Grind 0 DipWell 0 F Prep Sink 0 Gar Drain
Whirlpool 0 Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp
Lavatory 3 Lndry Tray 0 LocaIWaste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker
Toilet 3 Lndry Stndp 1 CIothesWshr 0 Ice Chest 0 FIr/Wst Sink 0 Int Grease Trap
Res. Sink 1 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap
Bar Sink 0 Dishwasher 1 Beer Tap 0 SculrySink 0 Wash Ftn 0 RPZValve
Water Heater 1 Sump Pump 1 Dent. Oper. 0 Hand Sink 0 Urinal 0 Eye Wash Statn
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 1
07/23/2003
Plan
0
0
0
0
0
0
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 $7,000.00 Plan Approval $0.00 Permit Fees $96.00 ~ Permit Voided
Issued By
Date
09/09/2003
In the performance of this work, I agree to perform all work pursuant to rules governing the described construction.
While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work
described in this permit application within an easement, the City strongly urges the permit applicant to contact the
easement holder(s) and to secure any necessary approvals before starting such activity.
Signature Date
Agent/Owner
Address 550 N BLUEMOUND RD APPLETON WI 54914 - 0000 Telephone Number
730-0205
To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of
Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone
Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may
continue if the inspection is not performed within two business days from the time the project is ready.
City of Oshkosh
Inspection Services Division
P O Box 1130
Oshkosh, WI 54903-1130
Phone: (920) 236-5050
Fax: (920) 236-5084
"$EP 0 9 20 3:
Plumbing Permit Ag jl l[on ' ""
CO
Wisconsin State Plumbing Code, in the performance of which all parties hereto a~ee to and are.bound by said ~tatutes.
Application(s) and fee(s) can be brought to Cit3; Hall, Room 205 or mailed m Inspection Services, PO Box 1128,
Oshkosh WI 54903-1128; Commencing work without perm/t(s) will result in fees being doubled or $100.00 plus the
normal permit fee, which ever is greater.
OR
If you are a contractor participating in the'Permit Fee Account System and have ad~¢uate funds.' check here
if you want this processed through your account ~] '
· Job d('Agl0_L~J-ax4~,? /~aff~_~/~41ae4~e!,_,~_!~~a~)_~ ~ 000'~ %'xjDate
Owner Cr4~ g~'-/ Contractor '4~.40 ' .
' {~Single Family t--lDuplex [-]Multi-Family [~Rentul [--]Commercial ['~Industrlal
Number of Fixtures:
Bathtub ~' Lndry Standp J
Dent. Oper. Shamp Sink
Whirlpool Disposal ~ Dip Well Flr/Wst Sink
Lavatory ~ Dish'a~asher [ Drink Fm Catch
Basin
Toilet 'e~ Sump Pump J Wait. St. Wash Fm
Res. Sink [ Ejector/Grind Icc Chest Urinal
Bar Sink Water Sofmer Exam Sink Gar Drain
Wamr Heater ] Local Waste Scul~ Sink Soda Dig
~rGas 2 Elect 2 PwrVn{ Clothes Wshr Hand Sink Coffee Maker
Shower
Bidet F Prep Sink Ice Maker
Floor Drain ] Beer Tap Serr Sink Site Drain
Lndry Tray Classrm Sink Iht Grease Trap Roof Drain
· Lab Sink
Surgeons Sink Ext Grease Trap Standp Rec
Plaster Sink·
Breakrm Sink
Steri{izer
Electric Contractor
Use / Nature of Work
[-]Electric Installation VerificatiOn form attached
(If Replacement)
# Colin. Type
Size Material ' Type.
Sanitary Sewer
Storm Sewer
Water Service
3/02
Job Address 3201 BELLFIELD DR Plumbing Permit Work Card
Permit Number 104047 Create Date 07!23/2003
Owner CREATIVE CUSTOM HOMES & DEVELOP Contractor HANSON QUALITY PLUMBING
egory 410 - Residential - Interior Plan Value $7,000.00
uathtub ,//2 Shower 0 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Whirlpool 0 Floor Drain 1 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0
Lavatory 1)1 3 Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet / 1 / 3 Lndry Stndp 1 1 Clothes Wshr 0 Ice Chest 0 FIr/Wst Sink 0 Int Grease Trap 0
Res. Sink / 1 Disposal 1 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
Bar Sink 0 Dishwasher I 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
Water Heater 11 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
Use /Nature NSFR
of Work
Size Material Type # Conn.Type
Sanitary Sewer 0
0
0
0
0
Storm Sewer 0
0
0
0 )(
Water Service 0 •
0 (� / �
0
0
Date Type Zt fir' Inspector
C�
I // O �/ 4
Date/Time requested: Notice Type: Telephone Number:
Access:
Ready Date/Time: Requested By:
O Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid
l n � �y''nn//
Fixture Listing
Date: March 9, 2004
Name: HANSON Q PLBG Project: NSFR
Street: Street: 3201 BELLFIELD 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
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
Public Use Fixtures
Hot Cold Total
1 Ice Maker .00 .50 .50
Total Water Supply Fixture Units 7.50 18.00 21.50
14.9 Gallon per minute demand of the building. Predominatly Flush Tank
33.2 Pressure available for uniform loss. For the table use - 34.0
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 ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 4.5 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 5 8 11.5 21.5 35 58 142 0 0 0
WATER DISTRIBUTION DATASHEET
Date: March 9, 2004
Name: HANSON Q PLBG Project: NSFR
Street: Street: 3201 BELLFIELD DR
City: City:
1. 14.9 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. 1.0 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 6.1 ft per sec.
4b. 3.2 Lb loss from a 50.0 ft 1" Copper Tube Type K ASTM B88 water service from the curb stop to the Water Meter.
Pressure loss detemined using a C value of 150 , inside diameter of .995 and a velocity of 6.1 ft per sec.
5. 3.3 Lb loss from a 3 /4in Meter .
6. 47.4 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
F
A. 34 Pressure available for uniform loss (psi /100 feet of pipe).
B. 47.4 Lbs of pressure available at the Water Meter.
C. 8.0 Pressure needed at the controlling fixture. T/S FAUCET
D. 9.5 Lb Loss resulting from a 22.0 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. 90.0 Ft Developed length from the 60.0 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 150 150 150 150 150 150 150 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 4.5 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 5 8 11.5 21.5 35 58 142 0 0 0
03/08/2004 09:07 920 HANSONS DUALITY PLUM PAGE 02/03
•
•
•rrNIK•Y • •
WATER CALCtiLATION WORKSHEET FOR 4 203%0 oc afg;t7t o ki sc .
INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE
1. Demand of building in gallons per minute. WSFIfs (GPM) / V 6
2. Difference in elevation from main or external pressure tank to building control wive. 00
3. Site of the water meter. (When applicable) sir , 1-1/2" 2" _,4" 6"
4. Developed length from main or external pressure tank to building control valve. (feet) S -62
5. Low pressure at main in street or external pressure tank. (Pet)
CALCULATE WATER SERVICE PRESSURE LOSS
6. Low premium at main in street or external pressure tank. (value of* 5 above) , 5"
7. Water service diameter Is ±. Material is Cl . Pressure lots
per 100 ft = 1 , pei. X • (decimal equivalent of service length, Le.; 65ft = .65) A ?,
CSV
(Subtrad line 7. from line 6.) subtotal
•
8. Detennine pressure gain or loss due to elevation. • —
(multiply the value of* 2 above by .434) • value °V8"
9. Available pressure after the bldg. Control valve. (Subtrador add line 8. Enter In '13".) subtotal Se, .5
•
CALCULATE THE PRESSURE AVAILABLE FOR LOSS (VALUE OF "A*)
. B. Available pressure after the bidg...control valVe. (from '9" above) • Value d
• C. Pressure loss of water meter (*ten meter is required or installed) , Value DM* ,
• (Subtract line C. from line B.) subtotal q
D. Pressure at controMng facture. - Value of "Er
(Controlling fadure is
(Subtract the value 01 0.) subtotal 39 r
E. Difference In elevation between the building control valve
• and the controlling fixture in feet X .434 pei/ft. Value of 'V c ?'
• (Subbed the value of E.) subtotal ■= 9S
F. Pressureioss due to water treatment devices, Instantaneous
water heaters and baddlow preventerl which serve the
contraing fixture. Value of "F" IC !
• (Pressure. loss due to
• (Subtract the value of F.) subtotal
G. . Developed length froth building control valve ta controlling
'facture in feet 6) X 1.5 Value of "G" 90
(Divide by the value of G.) subtotal 3 3
• (Writer distribution piping material .1s
Multiply by , 100
A. • 'Pleasure available for uniform loss "A" = . 3
SWOINOOMO
- — _
03/08/2004 09:07 920 HANSONS DUALITY PLUM PAGE 03/03
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