HomeMy WebLinkAbout0095924-Plumbing
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OSHKOSH
ON THE WATER
Job Address 2756 HAMILTON ST
CITY OF OSHKOSH No 95924
PLUMBING PERMIT - APPLICATION AND RECORD
Owner THOMAS N RUSCH Create Date 07/16/2002
Category 410 - Residential-I nterior
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 0 Clothes Wshr 1 Ice Chest 0 FlrlWst 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 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
Sanitary Sewer
o
o
o
o
o
Storm Sewer
o
o
o
o
o
Water Service
.0
o
o
o
o
Valuation $5,700.00
Issued By _~Y'I\
Plan Approval
$0.00
Permit Fees
$90.00
Date 07/17/2002
o Permit Voided I
In the performance of this work, I agree to perform all work pursuant to rules governing the described construction.
Signature
Date
Address 550 N BLUEMOUND RD
Agent/Owner
APPLETON
WI 54914 - 0000 Telephone Number 730-0205
City of Oshkosh
Inspection Services Division
POBox 1130
Oshkosh, WI 54903-1130
Phone: (920) 236-5050
Fax: (920) 236-5084
'~...
r ..;
..
ON THE WATER
Plumbin1! Permit A1!)llication
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.
. . ~/~~
Job Addre~ ~ll~YL ~r.
Owner C!rm+\'\ff, C~~ ~. Contractor
rsJsingle Family DDuplex DMulti-Family
Date (.0-2\ -02-
Pl'by
OIndUStri~
Value (Including labor and materials) S ;; cJ Cl, (/g
~M7~S <&VU:lt~
ORental OCommercial
N umber of Fixtures:
Bathtub I Lndry Standp
Whirlpool 2> Disposal
Lavatory Dishwasher
Toilet ~ Sump Pump
Res. Sink -1- Ejector/Grind
Bar Sink Water Softner
Water Heater I Local Waste
Shower I Clothes Wshr
Floor Drain I Bidet
Lndry Tray Beer Tap
Lab Sink Classrm Sink
Plaster Sink Surgeons Sink
Sterilizer Breakrm Sink
-L
-L
.-L
.-L
Electric Contractor
Use/Nature of Work (\iA;J ~1YLt~
Dent. Oper.
Dip Well
Drink Ftn
Wait.St.
Ice Chest
Exam Sink
Sculry Sink .
Hand Sink
F Prep Sink
Serv Sink
lnt Grease Trap
Ext Grease Trap
Shamp Sink
Flr/Wst Sink
Catch Basin
Wash Ftn
Urinal
Gar Drain
Soda Disp
Coffee Maker
Ice Maker
Site Drain
Roof Drain
Standp Rec
OR
o EIV form attached (If Replacement)
Size
Material
#
Conn. Type
Sanitary Sewer
Storm Sewer
Type
Water Service
. Application(s) and fee(s) can be brought to City Hall, Room 205 or mailed to Inspection Services, PO Box 1128, Oshkosh Wl
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-..;;.~,
0t ., " ..'.
JoliAddress 2756 HAMILTON ST
Owner THOMAS N RUSCH
Plumbing F'ermi{Work Card'
Permit Number 95924
Contractor HANSON QUALITY PLUMBING
Create Date 07/16/2002
r-.'egory
gdthtub
Whirlpool 0
Lavatory hI 3
Toilet J/..b
Res. Sink ----.l1
Bar Sink 0
Water Heater ----f--1
Site Drain 0
Roof Drain 0
Use/Nature
of Work
410 - Residential-Interior
11 Shower
Floor Drain
Lndry Tray
Lndry Stndp
Disposal
Dishwasher
Sump Pump
Classrm Sink
Breakrm Sink
Plan Value $5,700.00
~ Ejector/Gri nd 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
~ Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0
- -
~ Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
0 Clothes Wshr ~ Ice Chest 0 FlrlWst Sink 0 Int Grease Trap 0
11 -
Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
-
----b Beer Tap 0 Sculry Sink 0 Wash Ftn 0
- -
---L1 Dent. Oper. 0 Hand Sink 0 Urinal 0
0 Lab Sink 0 Plaster Sink 0 Standp Rec 0
0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0
INSFR
Type
#
o
o
o
o
o
K'
,'/ {S!av
Conn.Type
Sanitary Sewer
~
Storm Sewer
o
o
o
o
o
~/lb/6 2--
c('-.
~, i
Water Service
o
o
o
o
o
Date
Type
Inspector
DatelTime requested:
Notice Type:
Telephone Number:
Access:
Ready DatelTime:
o Reinspect Fee 0 Fee Waived
Requested By:
o Reinspect Fee Paid
,..--"
14:40
1-920-73El-089B
HANSONS Q~LITV PLUM
PAGE El2
;' 12/El4/2002
\~r" .
JSHROSH
)N "II! W^ TEn
INFOftMAnON REQUIR.!O TO cAicnLAtrEwATER SERvi&i!5s2~';" '. .~,,":,~~~';,,:"": ;:' 'f. ..i..;
1. Deman~ of building in bUll~~j~~~~ns ~er-~r~~.;:~'-:~.;:' ~. ~:::.~ ',,;'::lC~.:::'.:::..::""~ ,~~~~;.; S-;~'
2. Dlrrerence i~'~I~~UQn ~~nj~~~:~f~~m~i'~;~~J~"~n~'~;~i~~~~~~!(~I:~~:~" I. ~:~t~'
. .... . - . ", -;'-' :....~;~.. ' ,.: \ ..... ~~ ';'...... ..' : ,:. , :...
Size or ~lei'. meter <vmeo"rii8ii!rlf ~ul",dj::':&a; ~:;.:~ b1f.\!~~N1~jJ2::.I:;.iJ.:" ::. Ierger:~frs
. .;;~~ .... r:::! .~:;~ ~~~~J9!..~ l!4;~':~".~:;-.l'~9..~~~"'~~""!lt..&.iti~.:;~1 _.._.......:.!.,i~: .~, ~,~.. ~:::~;;
;"".'~' ...., "::;;,i:HI!~"~" r......,oSJ<;I:r~..,.r,.':'..."'.\!~ ...~_~..,';IiO'".:;;'!~t";;P;-..:!'!;.Iv.t~~"""'h':; ..,.-;... ...'1:..' r-:/PJ
Developed length,rrom ~aD1'ot. . mar ffiissuilniil~f(Ujulldriig::canti5Tvii1V8r .~~~.::::.::~: ;:'(reel)'...;> v'
. . .. LJ1':".~~~ ;;'3~1. ~t.~~-;"" ":M~'~~9!r.~~~'~.!:..aJ~i"it~\I.,..:.o."-'t.~""";:~~~r,l.!I;'ji,:I;.i:.;;~....:.;.. :~:.::-.::--: '
. .' ........- '~I~' ." -:-.~c.;::_ ;?f~""'~l.~r;;'!il:,r..~~l::-:i#" -.I\'I:r."";~;:;";:~' ,. '.'~" ""Z:. 7::
Low pressunnit ~~":lif 'fof:e)( ii, J'I"8~:t8n12~~/,;~.ti~.:~~;'~i:~~i,;:~.:~~f.~.4\:'::'(psi} ~.~
" ,.,__,... ..~_.. 1..0 ..._...... .# ~... '.'~_"., .... ., ,.. ',..' . . ,. ..
3,
4.
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WATER CALCULATtON"wdRt<SHaEV
)
6.
CALCULATE WArnR SERVICE PRESSURE LOSS
f? ~
L <:'"
~~-
i.
6.
9.
Low pressure at main in street Or external pressure tank.(value of'# 5 abovS}
Delermine pressure loss due to' friction in . ( Inch diameter
waler service. Subtract v~/ue of OJ.
"f
::2' 9
suclotal
Delermins pressure los$ due to elevation,
(multiply the value 01 # 2 above by .434)
-
Subtr.lct value of "S"
Available pressure aner the bldg. control voalve. (enter in "S" below)
,-., ,;C
subtotal ;.",c. ~[
e.
CALCULATE THE PR.ESSURE AVAILABLE FOR. UNIFORM LOSS (VALUE OF- "A'"
Available pressure aner lhe bldg; control valve. (from -g- above)
Value of "S- ~ '1-
Subtract. value of .C. -t. S-'
/"
;
/
c.
o.
E.
r.
G.
A
Pressure loss qf water meter (when meter is required)
subtotal
., .-."
-C..S
Pressure 011 controlling nxture.
Subtract value of '0.
g
sublotal
kC-"
/ .~
Dil1erence in elevation between Um building cantrell valve
and the controlling fixture in 're~t X .434 psifn.
Subtract value of -E-
9, 5' ~,.
f? ~~.
t5 ,...;t
sublotal
f'res5ure loss due to water treatment devices, instantaneous
waler heaters and back flow prevenlers which serve the
c:mtroUing nxluTl!. .
Subt~ct value Of.F" 0
R. q ...-'"
subtotal :;.
Olvldo by value of .G" &',...,
" ,,-
subtotal . /~'
Multiply by 100
..^.. = IS-
i~
)
Developed length from building control valve 10 controlling
fixture in feet If II X 1.5 .
pTP.l;:sure' :1v~il~ble ror uniform loss
12/El4/2002
.., .
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WATER DISTRIBUTION D-Al'.r\.SHEET
Date: December 6, 2002
')
Name: HANSON Q PLBG
Project: NSFR
Street:
Street: 2756 HAMILTON
City:
City:
1. 15.5 Gallon per minute buiding demand, predominatly Flush Tank.
2, 33.0 Low pressure at the Main in the Street,
3, ,0 Lb loss from a:.!! 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 6.4 ft per sec,
4b.~ 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 6.4 ft per sec,
5, 3.6 Lb loss from a 3/4in Meter
6. 24.9 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. -.-ll Pressure available for uniform loss (psi/lOO feet of pipe),
B. 24.9 Lbs of pressure available at the Water Meter.
C, 8.0 Pressure needed at the controlling fixture, T/S FAUCET
D, ~ 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. 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 h/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 5 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 6 0 17.5 34 62 112 270 484 776 1835
.,........""
,J
HANSONS QUA~ITy PlUM
PAGE 01
12/El4/2002 14:40 1-920-730-0898
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