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OSHKOSH
ON THE WATER
Job Address 2645 HAMILTON ST
CITY OF OSHKOSH
No 93155
PLUMBING PERMIT - APPLICATION AND RECORD
Owner CREATIVE CUSTOM HOMES
Create Date 01/29/2002
Category 410 - Residential-Interior
Plan
Contractor HANSON QUALITY PLUMBING
Bathtub 1 Shower 1 Ejector/Grind 0 Dip Well 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 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
-
Toilet 3 Lndry Stndp 1 Clothes Wshr 0 Ice Chest 0 Flr/Wst Sink 0 Int Grease Trap 0
Res. Sink 1 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap ~
-
Bar Sink 0 Dishwasher 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
Water Heater 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 0
Use/Nature NSFR
of Work
Size
Material
Type
# Conn. Type
o
o
o
o
o
Sanitary Sewer
Storm Sewer
o
o
o
o
o
Water Service
o
o
o
o
o
Issued By
$6,900.00
~"'^
Plan Approval
$0.00
Permit Fees
$90.00
Valuation
Date 03/20/2002
o Permit Voided:
In the performance of this work, I agree to perform all work pursuant to rules governing the described construction.
Signature
Date
Agent/Owner
APPLETON
WI 54914 - 0000 Telephone Number 730-0205
Address 550 N BLUEMOUND RD
"
City of,Oshkosh
Inspection Services Division
POBox 1130
Oshkosh, WI 54903-1130
Phone: (920) 236-5050
Fax: (920) 236-5084
ON THE WATER
Plumbinl! Permit Al!Plication
I 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 said statutes.
S I / C, dO,. (Jt'
<1, Value (Including labor and materials) <r1 I
Date ~-/g-....Ol~.
P ~d~strial
Job Address,;l"'4''S" 1,k/l1'l/ lb
Owner Cc t~
)flSingIe Family DDupIex
Number of Fixtures:
Bathtub ---1-
Whirlpool
Lavatory 3-
Toilet 3
Res. Sink I
Bar Sink
Water Heater ~
~. Gas 0 Electric 0 Power Vent
Shower ~
Floor Drain -L
Lndry Tray
Lab Sink
Plaster Sink
F'..;..-........ . ""ont,-qctor
.-
.......... ~~
.. ",.. '. ..~
~ USt. .i;;'atureolVVork
~\ah<}()h'~ 0 LIe I!J
DRentaI DCommerciaI
Contractor
DMuIti- Family
Sterilizer Breakrm Sink
Lndry Standp -L Dent. Oper. Shamp Sink
Disposal I Dip Well Flr/Wst Sink
-
Dishwasher ~ DrinkFtn Catch Basin
Sump Pump -L- Wait.St. Wash Ftn
Ejector/Grind Ice Chest Urinal
Water Softner Exam Sink Gar Drain
Local Waste Sculry Sink Soda Disp
Clothes Wshr Hand Sink Coffee Maker
Bidet F Prep Sink Ice Maker
Beer Tap Serv Sink Site Drain
Classrm Sink Int Grease Trap Roof Drain
Surgeons Sink Ext Grease Trap Standp Rec
QE
o EIV form attached (If Replacement)
f '10. Db
Sanitary Sewer
Size
Material
#
Conn. Type
Storm Sewer
Water Service
Type
. Application(s) and fee(s) can be brought to City Hall, Room 205 or mailed to Inspection Services, PO Box 1128, 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.
OR
Check here if you want this processed through your account 0
r
Plumbing Permit Work Card
Job Address 2645 HAMILTON ST Permit Number 93155 Create Date 01/29/2002
Owner CREATIVE CUSTOM HOMES Contractor HANSON QUALITY PLUMBING
1/". egory 410 - Residential-Interior Plan Value $6,900.00
,
~dthtub --L1 Shower h Ejector/Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Whirlpool 0 Floor Drain ---L! Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0
Lavatory Ifb Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet -'-LU- Lndry Stndp 11 Clothes Wshr 0 Ice Chest 0 FlrlWst Sink 0 Int Grease Trap 0
-
Res. Sink ~ Disposal I 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
Bar Sink 0 Dishwasher ----r1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
- -
Water Heater ~ Sump Pump ~ Dent. Oper. 0 Hand Sink 0 Urinal 0
Site Drain 0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0
- -
Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0
Use/Nature INSFR
of Work I
I
I
Size Material Type # Conn.Type
Sanitary Sewer 0J 0
0
0
0
5toon 5lJ ff1' ~ / 0
0
0
0
I~ 0
I" -
-, 0
Water Service 0
v: 0
\~ 0
0
0
td. -a I 20102.-
",
Type
Inspector
D Approved
Date
t/t&/f<)
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06(21/2002 13:51
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1-920-73EH3898
HANSONS QUALITY PLUM
"Z %- ::>U'~ .
PAGE 01/03
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06/21/2002 13:51
\~.
OSH~OSH
. uN "I~ W^'lr:n
1-920-:-736,-.0898 HANSONS QUALITV PLUM
WATER CALCln.ATION WOl~KSHEEr
PAGE 021.133
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INr-ORMATlO~ nEQ~"U:D TO C~2~*~ ~~n~I~~~,!I~~ ~,:.:: ';'~:5~;'< ,:.:":': ~. ~ ~:.
1. Demand of bUIlding in bUlIdln9);;g.u.,... per 01111.10, f .,:'. .':4~i:.:' _. ': :. ',(~~~;L "I. .$
2. Dln.r.""" ,~~uonr~%i!~:;,f';';~mad;;;s;,i.':~n~ tt~~Ji~I~: '~;~I 3
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Size of watet'!1~t.r (rm,~~, !iiefitr,~' ~\I~~):,'J?!~~. :,;'i.~"" ~;-~r~~~:~~~g: :;;d{z,~~. la.~B'fsli~
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Developed ~~!!gtl~. f~"". rn.,. ... 8x~ma.1 R~~~"' -t3n~Jt!~~~~~~g;.,&:iri :t .y.8!Ve~' :'P,'f';' :/:~/(feel} :. ..,. v
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ow pre~ure ~ m~n.._.:~.._..<!r~~)(._~_ ,_;p'~~ure.:~~ . .::\~~"i~~'~~';~!,'. .\~,>.~,~:-.:~~P~~.:I;I..s:~'.~i':~.:\';;::' pst)
3.
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CAI..CULATE WATER SEAVICE PRESSURE LOSS
6.
7.
fl.
Low pressure at main in street or exlernal pressure tank.(value of #. 5 above)
Delermine pressure los~ due lcdriction in I inch diameter
water gervic!!. Subt.r.Ict value of '7"
3~
subtotal
!;.:2.
??~"
(. "5)
~G.,t-f'i
DetermIne pressure loss due \0 elevalton,
(mulliply the value of'" 2. above by .434)
Subtract value of "B"
subtotal
9
Available pressure aner the bldg. control v;;tlve. {enter in "B" below)
CALCULATE THE pnESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A'.) .
Value of "B"
:;2~ t 4/
.3
.:;. '3, '17
B.
Available pressure aRer (he bldg. control vall/e. (from ~g' above)
Subtract value of "C'
c.
Pressure loss of water meter (when meter Is required)
subtotal
Subtl1Jct value of "D" .:..:8'
o.
Pressure al controlling nxhJre.
subtotal I ~ '''11
Subtrnct value of "1;.-'1. S S
subtotal . ~ c;'1
E.
Dirference in elevation between \h!~ building control valve
and the conlroll!ng fixture in feet X .434 psi/no
F.
Pressure 105s due to water treatment devices, instantaneous
waler heaters and backfloW preventers which serve the
controlling fixture.
Subtract value ,of "F' 0
$ubtol<ll ~ '3 'f
G.
Oeveloped length from building control valve lo controlling
fixture in f~et I.{o X 1.5 .
Dlvldo by value of -Go C 0
sublotal " / 0
MulUply by
100 .
--
A.
rr~ssure nVl!1ilable for uniform loss
., ^.. -=
/0
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HANSON~....QLJALITV PLUM
PAGE 03/03
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Fixture Listing
Date: June 24, 2002
Name: HANSON Q PLBG
Project: NSFR
Street:
Street: 2645 HAMILTON ST
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 Lavatory .50 .50 1.00
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
1 Shower Stall, lavatory and water closet FT - group 1.50 3.00 3.50
Hot
Cold
Total
Public Use Fixtures
Q Ice Maker
Hot Cold Total
.00 I .50 I .50
Total Water Supply Fixture Units
7.00
17.50
21. 00
14.6 Gallon per minute demand of the building. Predominatly Flush Tank
19.8 Pressure available for uniform loss. For the table use - 20.0
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 1. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value ofC 150 150 150 150 150 150 150 150 150 150
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
WATER DISTRIBUTION DAT ASHEET
Date: June 24, 2002
Name: HANSON Q PLBG
Project: NSFR
Street:
Street: 2645 HAMILTON ST
City:
City:
1. 14.6 Gallon per minute buiding demand, predominatly Flush Tank.
2. 33.0 Low pressure at the Main in Street.
3. .0 Lb loss from a.O ft difference in elevation from Main in Street to the Water Meter.
4a. .9 Lb 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 detemined using a C value of 150, inside diameter of .995 and a velocity of 6.0 ft per sec.
4b. 2.5 Lb loss from a 40.0 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 6.0 ft per sec.
5. 3.2 Lb loss from a 3/4in Meter
6. 26.4 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. --1!!Pressure available for uniform loss (psi/100 feet of pipe).
B. 26.4 Lbs of pressure available at the Water Meter.
C. ~ Pressure needed at the controlling fixture. TIS FAUCET
D. ~ 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 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 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 0 18 34 62 112 270 484 776 1835