HomeMy WebLinkAbout0095923-Plumbing
G
OSHKOSH
ON THE WATER
Job Address 2772 HAMILTON ST
JlOo.j.
11... ~'~
CITY 61= OSHKOSH No 95923
PLUMBING PERMIT - APPLICATION AND RECORD
..
Owner THOMAS N RUSCH Create Date 07/16/2002
Category 410 - Residential-Interior
Plan
Contractor HANSON QUALITY PLUMBING
Bathtub 1 Shower 2 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 4 Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
- - - - - -
Toilet 4 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
I
Type
#
Conn. Type
Water Service
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
Sanitary Sewer
Storm Sewer
Valuation $6,800.00
Issued By )( vn
Plan Approval
$0.00
Permit Fees
$108.00
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
;.
ON THE WATER
Plumbin2 Permit A{!plication
Lndry Standp
Disposal
Dishwasher
Sump Pump
Ejector/Grind
Water Softner
Local Waste
Clothes Wshr
Bidet
Beer Tap
Classrm Sink
Surgeons Sink
Breakrm Sink
Size
Material
I hereby apply for a pennit 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.
d/7L
Job AddressLDt lz~ ~~ 1msf-. Value (Including labor and materials) II 8"(JJ~r db Date tp-2-\-o2-
Owner rfeod-t~ CusJo1'Y\ +h"YYl.eg' Contractor HruYl~9 ~ 1'-'[Jl~
[)SiSingJe Family DDuplex []Multi-Family DRental DCommercial DIndus~~
N umber of Fixtures:
--L
~
JL
---1-.
Bathtub
Whirlpool
Lavatory
Toilet
Res. Sink
Bar Sink
Water Heater
Shower
Floor Drain
Lndry Tray
Lab Sink
Plaster Sink
Sterilizer
I
2-
I
-L-
I
~
-.-L
Electric Contractor
Use I Nature of Work ()-ew C~,S\nU::~
Dent. Oper. Shamp Sink
Dip Well Flr/Wst Sink
DrinkFtn Catch Basin
Wait.St. Wash Ftn
Ice Chest Urinal
Exam Sink Gar Drain
Sculry Sink Soda Disp
Hand Sink Coffee Maker
F Prep Sink lee Maker
Serv Sink Site Drain
Int Grease Trap Roof Drain
Ext Grease Trap Standp Rec
OR
o EIV form attached (If Replacement)
Sanitary Sewer
#
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 pennit(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
.
~
Job Address 2772 HAMILTON ST
Owner THOMAS N RUSCH
r---"egory
.....dthtub
Whirlpool
Lavatory
Toilet
Res. Sink
Bar Sink
Water Heater
Site Drain
Roof Drain
Use/Nature
of Work
Sanitary Sewer
Storm Sewer
~.
f
\
Water Service
Date
410 - Residential-Interior
11 Shower
o Floor Drain
III 4 Lndry Tray
JJli Lndry Stndp
--11 Disposal
o Dishwasher
-JJ- Sump Pump
o Classrm Sink
o Breakrm Sink
rSFR
Size
Type
Plumbing ;."er'~fi:'Work Card
Permit Number 95923
Contractor HANSON QUALITY PLUMBING
Plan
i 2 Ejector/Grind 0 Dip Well 0
~ Water Softner 0 Drink Ftn 0
0 Local Waste 0 Wait. St. 0
0 Clothes Wshr ~ Ice Chest 0
--11 Bidet 0 Exam Sink 0
----1! Beer Tap 0 Sculry Sink 0
----L1 Dent. Oper. 0 Hand Sink 0
0 Lab Sink 0 Plaster Sink 0
- - -
0 Sterilizer 0 Surgeons Sink 0
- - -
o Mate.lal .~ J
u-'
# Conn.Type
o
o
o -
o
o
o
o
o
o
o
o
o
o
o
o
Inspector
F Prep Sink
Serv Sink
Shamp Sink
FlrlWst Sink
Catch Basin
Wash Ftn
Urinal
Standp Rec
Ice Maker
~l
Create Date 07/16/2002
Value
o
o
o
o
o
o
o
o
o
Gar Drain
Soda Disp
Coffee Maker
Int Grease Trap
Ext Grease Trap
Il/I-O/O 2-
! f_____
F 1/'0/05
$6,800.00
o
o
o
o
o
~r
~ ~f{ ~
Access:
DatelTime requested:
Notice Type:
Telephone Number:
Ready DatelTime:
o Reinspect Fee 0 Fee Waived
Requested By:
o Reinspect Fee Paid
------------------------------------------------------------------'---------------------------------------
(":
.,~J/a9/2003 13:04
JSHI~OSH
)N IIlE wAiEn
1-920::-.73eH3B9~ ~ ,,~;..:. . ,,-.;.,HANSONS QUALITY .PLUM
WATER CAl.CULATION WORKSHerr
PAGE 02
,.., ..
INFORMATION REQUIRED TO C.~lJ':Yi:A.ttjWA-n3i SERVi6ESr7;:" ., !t~{.~.~'.~ ;_.//~.~'" ':: '. . .
1. o;;m":d or building In bu,~~~'i~~ns ~~~;~:",;> - ".- .':.:j~~' '. ,.: ,(~~2;>'?' B
.' '.. ;.~...'*. ,p ... . '''''. " 'I t'." 'to' ".;. I "~..":I:'''l..r. - r ""...:- ! ..;.,!I.::.~~
OUrerence 1~"~I~~~tJon rro~~rii~r~'cf~temal.~;~s~Jre't3nk ~'~uiid:i~J~&:~troJ;y~lye.. (f~tl
SlzB of \Yati!f.~~t~~ (Wh...ri.~~~;i~' ~1"dj:~:~B;; '.:;.i:~~;1?,zt;~~~: 2~. ~ Iary~r~~8
" .;_~ ..ut:....r.~i,..~~._..;.,.;...;~!%'~~..~':,~,;:-....~~~.t:..~"'t~~".....;..~~~L ,.,-";'..'1'(: .(',. ':oi." .~"=5'f........
Develope~ 1~~~1h ~i~~rifilW~~1ftjf~~~it~~r~k;'fd:~~ifdrh~a;~~~~~t~:it~/):~: ~:a;::lr.;;s- CJ
, .~.- ~ ., ~:'.'. ~ :.~.i.~Z.;:;..~.w..!..t". .!:It'~'~~~~;t~!!':.h.~...~_\oIt~~.t;a~~';'t. .::~,:,:..":'~~-._;:~a~~J.''''~'~':;'~~;'';'';'~'. <i_ .....:.:,.;. -
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Low pressunfat ma'n:iri:snet ot;e mB.t'pi"8nufe:I8i1.e!lHhR(.~f~\:~~~".~i."~?-]:~~~~F:':,~((psl)""';>-')
. .' .t, ......_.... .'_.......... ...... _......... ,_;.. .. ~..... ..~_....,', I.... ..'~.. ...... ,. .. ,.
~
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2.
3.
"
5..::
CALCULATE WATeR SERVIce PRESSURE LOSS
6.
7.
Low pressure at main in street or exlernal pressure tank.(value of #. S above)
33
tf
:;;;J 7 I
(
inch diameter
Determine pressure loss due to' frlcllon in
waler service.
Subf.nlct value of 'r
subtotal
fl.
Determine pressure loss due to e.tevation.
(muflipty the value of '# 2 above by .434)
Subtrnet value of 'S"
g,
Available pressure aner the bldg. eontml valve. (enter in -S- below)
subtotal
.?7
CALCULATE TI1E PRESSURE AVAILABLE FOR UNIFOFtM LOSS (VA1.UE OF. lOA'"
B. Av;i1able pressure after the bldg. control valve. (from "9- above)
C. Pressure loss of water meter (when meter is required)
D. Pressure al controlling nxture.
E. Oirrerence in elevalion between thn building control \/alve
Md the conlroll1ng flxture in feet X .434 psilrt
F. Pressure loss due to waler treatment devices. instantaneous
water heaters and bac:know prevEmters which serve lhe
conlrolling fixture.
G. Developed I@ngth from buildIng control valve 10 controlling
fixture in r~et. 5"0 X 1.S
A. rTP.Ssure ~v:;Iilable for uniform loss
01/09/2003 13:04
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Fixt'dre L~sting
. '.
Date: January 10, 2003
Name: HANSON Q PLBG
Project: NSFR
./""'\...
)
Street:
Street: 2772 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
I Shower Stall, lavatory and water closet FT - group i 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
10.9 Pressure available for uniform loss. For the table use - 11.0
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 4.5 0 11.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4 7 17 39 144 374 731 1835
Maximum FT WSFU 5 0 15.5 34 62 112 270 484 776 1835
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WATER DISTmnUTION DATASHEET
Date: January 10, 2003
Name: HANSON Q PLBG
Project: NSFR
J
Street:
Street: 2772 HAMILTON ST
City:
City:
1. 14.6 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.~ 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 6.0 ft per sec.
4b.----14. Lb loss from a 50.0 ft I" 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. 25.7 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
F
A. ---.!!. Pressure available for uniform loss (psi1100 feet of pipe).
I)
J
B. 25.7 Lbs of pressure available at the Water Meter.
C. 8.0 Pressure needed at the controlling fixture. TIS 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. 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 r/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 4.5 0 11.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4 7 17 39 144 374 731 1835
Maximum FT WSFU 5 0 15.5 34 62 112 270 484 776 1835
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