HomeMy WebLinkAbout0110934-PlumbingOSHKOSH
ON THE WATER
,Job Address 1032 MACARTHUR RD
Contractor HANSON QUALITY PLUMBING
CITY OF OSHKOSH
PLUMBING PERMIT - APPLICATION AND RECORD
Owner SUE A HOWELL
Category 410 - Residential-Interior
No 110934
Create Date 08/11/2004
Plan
Bathtub 1 Shower 2 Ejector/Grind 0 DipWell 0 F Prep Sink 0 Gar Drain 0
Whirlpool 0 Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0
Lavatory 3 Lndry Tray 0 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/ Newsingle family residence
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 $5,700.00 Plan Approval $0.00 Permit Fees $119.00 ~ Permit Voided
Issued By
Parcel Id #
1519629600
Date 10/07/2004
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 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.
~
~,~' "
Job Address 1032 MACARTHUR RD
Owner SUE A HOWELL
r--'egory 410 - Residential-I nterior
.........thtub
Whirlpool
Lavatory
Toilet
Res. Sink
Bar Sink
Water Heater
Site Drain
Roof Drain
Use/Nature
of Work
Plumbing Permit Work Card
Permit Number 110934
Contractor HANSON QUALITY PLUMBING
Plan
1 Shower 2 Ejector/Grind 0 Dip Well 0 F Prep Sink 0
0 Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0
- -
3 Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink 0
3 Lndry Stndp 1 Clothes Wshr 0 Ice Chest 0 FlrlWst Sink 0
1 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0
0 Dishwasher 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
- - - -
1 Sump Pump 1 Dent. Oper. 0 Hand Sink 0 Urinal 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
jNSFR/ New ,;09Ie faml~ "";deo,,,
Create Date 08/11/2004
Value
$5,700.00
o
o
o
o
o
Gar Drain
Soda Disp
Coffee Maker
Int Grease Trap
Ext Grease Trap
Sanitary Sewer
Storm Sewer
Water Service
Size
Material
Type
# Conn.Type
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
Date
DatelTime requested:
Access:
Type
L~ &r
... -
Inspector
Notice Type:
Telephone Number:
Ready DatelTime:
o Reinspect Fee 0 Fee Waived
iO I/il vi
3~r5/1lJ
f
Requested By:
D Reinspect Fee Paid
---------------------------------------------------------------------------------------------------------
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,
Plumbing Permit Work Card
Permit Number 110934
Contractor HANSON QUALITY PLUMBING
Job Address 1032 MACARTHUR RD
Owner SUE A HOWELL
Create Date 08/11/2004
,C<ltegory 410 - Residential-I nterior
.htub
Whirlpool
Lavatory
Toilet
Res. Sink
Bar Sink
Water Heater
Site Drain
Roof Drain
Use/Nature
of Work
1
o
3
3
1
o
1
o
o
Shower
Floor Drain
Plan
"6iPl/ven
Drink Ftn
Wait. St.
lee Chest
o
o
o
o
~-",_.",j)
o
o
o
o
"" YliIH~L",>
2
1
o
1
1
1
1
o
o
EjecforlGrirld
Water Softner
Local Waste
Clothes Wshr
Bidet
Beer Tap
Dent. Oper.
Lab Sink
Sterilizer
o
o
o
o
o
o
o
o
o
Lndry Tray
Lndry Stndp
Disposal
Dishwasher
,,~~<!!:!L~i,!'I!L,
Sculry Sink
Hand Sink
Plaster Sink
Surgeons Sink
Gar-Drain '
SoCtaOisp
Coffee Maker
Int Grease Trap
~x:t,Gre~l>~Trap
$5,700.00
b
o
o
o
o
Sump Pump
Classrm Sink
Breakrm Sink
rSFRI New ~"gl, family <eslde"""
f'PrepSink >"0
Sei-VSink ' 0
Shamp Sink 0"
FlrlWst Sink ()
.~1iI,@i~j.!?1r.L_.. ",0""
Wash Ffn 0
Urinal 0
Standp Rec 0
Ice Maker 1
I
Sanitary Sewer
Storm Sewer
,,~
Water Service
Date
Faxed request
Size
Material
Type
# Conn. Type
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
"'TYPe-Fi~i1"'~""OO"""'''''~''''-''''''''''!"spector WJ (Chip) Callies
Acces~:
DatelTime requested: 12/14/04 12:10PM
Notice
Telephone Number: 730-0205
. ,::'j" ~~..- :~::-: ,,':.",.,,~'::,~~:_.,~--_.
Ready DatelTime: '~~""'12:;en~tIii 'ijequestedBy: HANS6N Ql]ALrry PLUMBING-Mark
o Reinspect Fee 0 Fee W~i~~d"""''''''''''U'R;i~spect Fee Paid :
- . - - - -- .;i..;.. ... __,;;;. .-_ "", ". -_-~""'_~'_::_'_:"_~;"'; ;",_,;;_,_:;~, .;. ,_"-...-_....-.^_,.;.;.-__._-;_:::..--_._;...-..;,-.;..,_"...."...~._-:~_,,_.,,.:.,_..,_'"-L, "...:,...;"........",.;;".;... ..._"_,,;..."'...""..._~.....;.~_.,;;;c._,__,___;,_"'_,..;'''"'',.......:,...'''_''_oo_,~_"'_.,~;,~"<ii....,-..."''O:'_"...~,_,_''...;.''''_.;,_>'oi;.~''''.....;<Ii...:_'''-.....,.,.._."_"';;'~""""';":';":~;;'';_~'''';;;
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Fixture Listing
Date: October 29,2004
~
Name: HANSON Q PLBG
Project: NSFR
Street:
Str~~t_l0~2 MACARTHUR RD
City:
City:
Non Public Use Fixtures
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 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
Hot
Cold
Total
Public Use Fixtures
Hot Cold Total
.00 I .50 I .50
Q Ice Maker
Total Water Supply Fixture Units
8.00
18.00
21.50
~,
14.9 Gallon per minute demand of the building. Predominatly Flush Tank
49.5 Pressure available for uniform loss. For the table use - 50.0
;
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 21/2 3 4
Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value ofC 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: October 29, 2004
'-'
Name: HANSON Q PLBG
Project: NSFR
Street:
Street: 1032 MACARTHUR RD
City:
City:
1. 14.9 Gallon per minute buiding demand, predominatly Flush Tank.
2. 59.0 Low pressure at the Main in the Street.
3. .0 Lb loss from a.O ft difference in elevation from Main in the Street to the Water Meter.
4a. 4.9 Lb loss from a 75.0 ft 1" Copper Tube Type K ASTM B88water service from the Main in the Street 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.
4b.----.:.Q No 2nd part water lateral.
5. 3.3 Lb loss from a 3/4in Meter
6. 50.8 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. ~ Pressure available for uniform loss (psi/I 00 feet of pipe).
~
B. ~ Lbs of pressure available at the Water Meter.
c. -M Pressure needed at the controlling fixture. T/S FAUCET
D. ~ Lb loss resulting from a 13.0 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. 75.0 Ft Developed length from the 50.0 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 1. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value ofC 150 150 150 150 150 150 ISO 150 ISO 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
,r---'"
HANSONS Gl.IALITV Pl.llM
Hl/22/2004 as: 23 92e , ~ '~ ' j /
WATERCALCULATlOHWORKSHEETFORi rwY" ~ ~....
' . I ~SSOFf'ftoJl:-cr
INFORMAflOM REQUIRED TO CALCULAfE WATER $ER\llCE SIZE
. 6.
7.
PAGE 02/03
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1.
2.
3.
4.
Demand d building in galtons per mlrwte. WSFU's r? I ,.~ (GP~ /0/: 'J
Difference in elevatiOl'l from main or external Pl'8S8UI'e lank 10 buldlng confn)f valve. (AA!t). ._
-~Ihe__.(Whe.~) 5/8"~~1.~1-f12" ~T~:r ~..~.._.
Developed length from mafn or extemel preMUre.tanlc 10 buifding CDnCroJ Vl'Il\'e. (feet) ::>
s.
LOw pressure ar main In 8Ireet. or external pressure tank.
(",,: (pSig)
~
/~ '1
/S-'
SL(
8. Detenriine pret.sure Il~n Of' loss due to ~evation.
(rnulffPfy Ihe vafue 0(#'2 above by .434) .. value of "0-
9. AV8itabfe,PfVSstIre 8fter fhe bldg. Control Valve. (SublrBcfor !ldd'lne e. Enter in "B"~) subtotal S- ~
B.
c.
D.
E.
CALCULAl'E WATER seRVICE PRESSURE 'LOSS
low JH'essu,", at IhaII\ in street or external pressure tank. (value of ., 5 8bove)
Water 8en/fce cJ1a!neIer it / ',. . Materiaf Is Ie <:d~.,r . Pressure loss
per 100 ft "" ~ psi. X · 7 r (decimal equivalent o(S9rvtoe length, I.e.; 65ft "" .65)
(Subtract.n. 7. (rom line 6.) subtotal
- .
CALCULATE tHe PRESs~ AVAILABlE FOR UNtFQRM LC)$S (V~UE OF "A")
"
Available ~~ der tf1e bldg. control ~" (tom "9"~) -' V~e of "8"
' '.
. ".. . :
Pt$S$Ure ~ <<water me'<<er (When .meter Is feqtiin!d or fris:taIed) 'VarUe of-C-
-~ . '.,~. . . '.
CSublruct line C. from Irne 8.) subtotal
Pressure at ~ fixture. ~
(Controlling fixture Is ~
,.
VsJueot.o~
SL_1J_ )
(Subtract the value of D.) $ubtotal
Difference in elevation belweeri the bulld/ng oonlrot va/Ve
and the ~ntroIUng tbcture In feef X .434 psUft.
Value of "E"
. /'7\
. ,': (Water d~ piping rnaterial/SL ~r.....-.. .....
A. . - f'tessure available tOt unlform/oss
SOD""" (AlI102)
(Divide by the value of G.) s~blotaf
)
, Muftfply by
-A- =
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HANSONS QUALITV PLUM
PAGE
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