HomeMy WebLinkAbout0107292-Plumbing (interior)OSHKOSH
ON THE WATER
.lob Address 650WEATHERSTONE DR
Contractor FIELDS PLUMBING
CITY OF OSHKOSH
PLUMBING PERMIT - APPLICATION AND RECORD
Owner KURTA KOEPPLER
Category 410 - Residential-Interior
No 107292
Create Date 11/13/2003
Plan
Bathtub 1 Shower 1 Ejector/Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Whirlpool 1 Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0
Lavatory 3 Lndry Tray 1 LocaIWaste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet 3 Lndry Stndp 1 CIothesWshr 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 1 Sump Pump 1 Dent. Oper. 0 Hand Sink 0 Urinal 0 Eye Wash 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 1
Use/Nature NSFR/ LATE PERMIT/ 1 story home
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 $7,075.00 Plan Approval $0.00 Permit Fees $126.00 ~ Permit Voided
Issued By
Parcel Id #
1219740625
Date 04/07/2004
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 1939 SOUTHLAND LN NEW LONDON WI 54961 - 0000 Telephone Number
920-982-5813
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.
Plumbing Permit Work Card
Job Address 650 WEATHERSTONE DR Permit Number 107292 Create Date 11/13/2003
Owner KURT A KOEPPLER Contractor FIELDS PLUMBING
?.gory 410 - Residential- Interior Plan Value $7,075.00
Bathtub ! 1 Shower ( 1 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Whirlpool 11 Floor Drain / 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0
Lavatory 1i 13 Lndry Tray / 1 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet I /13 Lndry Stndp 1 1 Clothes Wshr 0 Ice Chest 0 Fir/Wst Sink 0 Int Grease Trap 0
Res. Sink 1 1 Disposal 1 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
Bar Sink 1 0 Dishwasher } 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
Water Heater 1 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 1 1
Use /Nature NSFR/ LATE PERMIT/ 1 story home
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
Date Type (A_ (- Inspector
1 - . 4 ,' )(' ';' 7 / e Y --1 -' r 41
/ ,
A I n
k ,,__ ,,„,._,,,,„, , ___ ,,
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Date/Time requested: Notice Type: Telephone Number:
Access:
Ready Date/Time: • Requested By:
O Reinspect Fee O Fee Waived ❑ Reinspect Fee Paid
f "" 6/x/6, 9. 3°'Ai
•
Fixture Listing
Date: May 26, 2004
Name: FIELDS PLBG Project: NSFR
Street: Street: 650 WEATHERSTONE 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 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50
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 9.00 19.00 23.00
15.8 Gallon per minute demand of the building. Predominatly Flush Tank
27.1 Pressure available for uniform loss. For the table use - 28.0
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 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 7.5 0 18 34 62 112 270 484 776 1835
WATER DISTRIBUTION DATASHEET
Date: May 26, 2004
Name: FIELDS PLBG Project: NSFR
Street: Street: 650 WEATHERSTONE DR
City: City:
1. 15.8 Gallon per minute buiding demand, predominatly Flush Tank.
2. 47.0 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. 1.1 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 6.5 ft per sec.
4b. 3.5 Lb 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 detemined using a C value of 150 , inside diameter of 1.060 and a velocity of 5.7 ft per sec.
5. 3.7 Lb loss from a 3 /4in Meter .
6. 38.7 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
A. 28 Pressure available for uniform loss (psi /100 feet of pipe).
B. 38.7 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture. T/S FAUCET
D. 6.5 Lb loss resulting from a 15.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. .0 Lb pressure loss due to a serving the controlling fixture.
F. 45.0 Ft Developed length from the 30.0 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 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 7.5 0 18 34 62 112 270 484 776 1835
05/25/2004 19:39 9825813 SCOTT & TANA FIELDS PAGE 01
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1
1! WATTB CALCULATION I • : 1
oN THE WATER 1
I I •
■
11 I • ' •"1:\ 0
INFORIMATE . REQUOVED TO CO4PU, ' , , ,;INATER . 1e4r.„y••... .• . ,..
1 . .. . • ' ". • • .••:' •:.„=-,..,...c,-;;;,";".: . • '-.. '..Y'...' T•••.'.' .. :•:.- -• .., • •:.....' • r:‘ t ''. ••••,/ 1.5
1. ............ i.. ksatieffewa . — k ... .., Mi - -
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. " at L!si'ne!'4! (n i.PEN—~mk• ......7.P7 .4). :•,,, :, ,;''•••• • .. •-:;•:,.:•:•••••';•,.. ,• :,.• : ,' •••..o .. -... • •••• • .
. , • i i._ , _,: ? . • •,.. 4; . ,,,_ .•-•. •", ::.: • ...33,••,...,.. „ : . ,:...,......:.,',.. ..:.,.'4 .,--: . 4, A.ti,:, 1t...: ., 5
2- , L :- - in Min' $' ..Orfssillerno-praeasietinit,•"- t .. '1, . ,i . ,.,„ .-.. .:,: , .„, -., , ...._.L........_'
.,:•::;':,.:,: - .; :ii.,;;.. ; . V,.; l;-, • • '. ',:; :., -: ' ,::''., ' 1P 'Ei".; ';:;): 4;.; • • .::.-;
,.....
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3. St, „ i, . i. , :, , ..,.., ..,k.p -:.:, t .s; .' ..*; , ''" ; .,:_,,,' :. "''': ; , ,,;.t , .:1 . ' ' ' 4 .,,
I I ::. '. 7 • Ar:Atf,.. 14' - ' s ' 1°":' " '''" '. . -': t; ' ;.-i. . '7'7- ' ' '''‘` '' ‘Y-: '",', ?rL. --I-. - ...-,;,, 05
irorn C.: ' • " .. ' `""' ' ''' '..f' .1 . . . "."..-:'..;-, , . I.. -'1-,-' - ,... 4 t - ■ 9E...,.... ..::.! N.;.;
,-i 4Arrilt , .. ,,, q.07--:.i. ,..p,•4. ti : - --.- , _ •:
f .,.
.. . • • ‘.‘, I ! : ,:- .... . :.t.k . 7 --` ',-,., ',0-:; i s- '` " ;, . ";. -4- - . ; 7 , - d, :. 1 7( l',.. ; - i: It ii - ,,, ' ' „- . A I ri
• ---1 'telt* . .:). t '; t •: ''.4.*'— V ' ■ ' • ; '"1-' .? ,, . ',4'k ., . ;. ..*.-.._-=-,,t 1...,,. ,.,, ...-r.:-.,2..,..,.,- .-, 1 • (
CALCULAT ATER SERVICE PRESSURE LOSS
a. Low . • re at main in street or external pressure tirsk.(value of /11 a ' ) . • 9 f i
pkii Li
• 1 III pressure loss due to friction in I, ,_, i
1/- - inch diameter ;
01 .
wat - , pubtmet value ottsr
- -
i .
`15 fee 10° ...
1 1
1 1 Li I, s
8. De ■-•1 - pressure loss due to elevalion,
(mu the value of # 2 above by .434) I f iliubtract value of '8'
... 4,
9. A pressure after the bldg. control valve. (enter in I' S* below) I hbtotal .1z,
•
CALCULA . , PRESSURE AVAILABLE FOR UNIFORM LOSS (VAL ':•.: 1 Am) -
/0
8. Ave . - , pressure after the bldg. control valve, (from - 9* above) • I . 3 Value of "E'
C. Pres , loss of water meter (when meter is required) I I tibtract value of °C° 3
...?
i,
k Ralg2
D. .. - - le it cc/trolling fixture. . 1 , '- , . - vatue of ir , PC)
oubtotal
I 1 E. Dift 6 , • - in elevation between the buildIng control valve
and
.1:
'' ' controlling fixture in feet 1 5 X .434 psl/fL
. I I ti obtract value of .E * 6,5
-, ,
!,1 5
1 1 ubt°411 . La_t_l_
F. - - - i . loss due to water trestment devices, Instantaneous -
• ; - — and bsoldlow polyesters which serve the 1 .
mull . g fixture. I I ilubtrebt value Of "F" — ...„
I '
I ,..
1 btotall in, I
G. D . - . - iength from building control valve to controlling I .
fixtu ' feet 10 ' X 1.5
1 hide by value of •G' 4 1 .5
i 1 i
• i I A 1 ubtotai , LI
1 :
(5t , W.e..cAtvers i .
1 i 1 ! ultIPIY bY
i I • . 100 ,
A P ' (wadable for uniform loss
. .
I i
ii i i
05/25/2004 19:38 9825813 SCOTT & TANA FIELDS PAGE 02
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