HomeMy WebLinkAbout0097983-Plumbing
G
OSHKOSH
ON THE WATER
CITY OF OSHKOSH
.,.:.J
No 97983
"
PLUMBING PERMIT - APPLICATION AND RECORD
Job Address 2789 HAMILTON ST Owner CREATIVE CUSTOM HOMES & DEVELOP INC Create Date 09/24/2002
Contractor HANSON QUALITY PLUMBING Category 410 - Residential-Interior Plan
Bathtub 1 Shower 1 Ejector/Gri nd 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 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
Water Service
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
Sanitary Sewer
Storm Sewer
$6,800.00
Plan Approval
$0.00
Permit Fees
$90.00
Valuation
Issued BYV=::-
Date 10/14/2002
D Permit Voided I
In the performance of this work, I agree to perform all work pursuant to rules g verning the described construction.
Date (}u! /1~. O~
Signature
Address 550 N BLUEMOUND RD
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
I
ON THE WATER
Plumbing: Permit A{!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 ofwmch all parties hereto agree to and are bound by said statutes.
Job Address Lofr~~( ~ Value (""Iud."""""""", -l 0 ClJo oJ Date i b -( HrL-
Owner ()y O&wt C ,J~~~ rt'YYi6 Contractor ~ JVAlW"YlS (QJj\aJ~ p) ~j
l8;1Siugle Family oDuplex oMulti-Family oReuta! oCommercial oIndustrial ~
Number of Fixtnres: ~
Bailiwb ~
Whirlpool '!)
Lavatory
Toilet :3
Res. Sink -L
Bar Sink
Warer Heater I
Shower -L
Floor Drain I
Lndry Tray
Lab Sink
Plasrer Sink
Sterilizer
I.ndry Standp Dent. Oper. Shamp Sink
Disposal Dip Well FlrlWst Sink
Dishwasher Drink Ftn Catch Basin
Sump Pump Wait. St. Wash Fin
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 ,- lee Maker
Beer Tap Serv Sink Site Drain
Classnn Sink Int Grease Trap Roof Drain
Surgeons Sink Ext Grease Trap Standp Rec
Breaknn Sink
Electric Contractor
Use I Nature of Work n~ ctS\IL<)~fLm
OR
o EIV form attached (If Replacement)
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
..,/
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Jbb AddreSs 2789 HAMI L TON ST
Owner CREATIVE CUSTOM HOMES & DEVELOP
Plumbing Permit Work Card
Permit Number 97983
r<ttegory 410 - Residential-Interior
(htub ~ Shower
Whirlpool 0 Floor Drain
Lavatory -rJT3 Lndry Tray
Toilet lit 3 Lndry Stndp
Res. Sink ---L.1 Disposal
Bar Sink 0 Dishwasher
Water Heater 11 Sump Pump
Site Drain 0 Classrm Sink
Roof Drain 0 Breakrm Sink
Use/Nature
of Work
Create Date 09/24/2002
'"
Contractor
Plan
HANSON QUALITY PLUMBING
Value
Gar Drain
Soda Disp
Coffee Maker
$6,800.00
o
o
o
o
o
~ Ejector/Grind 0 Dip Well 0 F Prep Sink 0
I 1 Water Softner 0 Drink Ftn 0 Serv Sink 0
-
0 Local Waste 0 Wait St 0 Shamp Sink 0
11 Clothes Wshr 0 Ice Chest 0 Flr/Wst Sink 0
~ -
Bidet 0 Exam Sink 0 Catch Basin 0
~ Beer Tap 0 Sculry Sink 0 Wash Ftn 0
-
----P 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
Int Grease Trap
Ext Grease Trap
..~.._------1
Size
Material
Type
Conn.Type
17_/ll/0V
Sanitary Sewer
Storm Sewer
~~
O~~
\~~~
'-
Water Service
#
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
kl
~
F
3/ G,
Date
Type
Inspector
Date/Time requested:
Notice Type:
Access:
Telephone Number:
-----1
1------
Ready DatefTime:
o Reinspect Fee 0 Fee Waived
Requested By:
o Reinspect Fee Paid
---------------------------------------------------------------------------------------------------------
{\
- ~..,
OSHROSH
ON I liE W^ T1;.,l'l
'f.
INFORMATTON REQUIRED TO CALCULATEWATERSERvitESrzE..... '. :;<.~'~';..:".;>;:'. . ~. .:....:....;.. .
~ ........".-;,:..~.. ,........ . ......:-..........;.. '.. .. ~. ., .'';'' :t'''''':~...~.~'''':.. ,,:..' . .....,; ..., ,-
Demand of building in bulldr~~j~~~a"ons per~lnute.:.';;' ~. .~~:.. :;::!~.~~~:': '...< :.~.' '.(~'~~)/ 'f~
. ;.....~.... ... r:.' Or ..... . ..,. ~ .-.". . .... ....-. . ~..
DI" e",nce i~~I.:,~UOn rroii;iri{~;;.~f .:xu.m~l~si~ie 'lank tt;::~;,ddf~id~irotii,;Iv.. . . ~ ;~;
Size of )'later, ~et~r. (rm'!ri.-~~~ti~ ~1"'~j~8=.~~i;1~~~;1'Z ilk ~.Ia'1l~r'~iz~
...... .. C' 'T": >-.-._.'~-t:\":rm.:.:.... ~,..J....", .~.!.._;.v".'T',._._.,,(-.t:,:~:;:.;!lt""...""..~l . ,.'~l.,.~. ,r." ,. -_.~-
. :;":-::.. ~..':,' ;ft.;J<:~li'.;;,.9;~4f,.:::;;i;'.::i:~'~:,..~:~.:~'i:.:.. ~:~:i..~;~,:.:r.:;.":'\...~rl...t...::p;';.."..I'!~.F1:~'!..:'~H~;.; '::,.;;~ >. :-.~~::": tC-7J
Developed length from rrialn'ofexremaI 'p'res~tire "tank fci:oullCitn~corilf6T vaNe~' .:::~. , ':::;~h::'(reel) : J..7 (./
.. ":":1 :t~;.:.; =. ...::.i~~J.;::~:~t;.!?~.-!.::--:n~:~:..~":;t:t:~'~~..'<.."":-::;:.c_~~~~..'.!.:~~.~~:.~.~-:OJU'~~~:,.~v;;~t~'.~:~l:.:.:~.; ';'.. i;, :.::.-~~:
. , _'::'.),' '.' ."''''_'''''j,~.. ,._....._\~~" ....~. ..""(~"I,,....;~..::ttc;_~~.,.,~-t\.\r.u..;:::....,!tl:::'f:?:,.,:~.._::-.i':......''':-:.;<F;':-'-'.:.......'=~~ 'Z-./')
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Low pressure a ma n- rrsu~ or'ex m .pressure.mn,c::.U~:;.,!~11~-"'..\~~;..l~~.~j1wfJ~n.~~.~i:'':':;:': ps}
. .. ... ......_.... ..'__" ......._ t_;.... "!'.... ............ eo '4._ .. ....' .1..... _t_. .. .'
1.
2.
3.
4.
1':'
:J.
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.'- ,,-. ~-i~:';"-:~ :,~":.~-:::-'~.~r~~~~~~~:~~~j~. '., .._-~;;"~' --
WATER CALCULATION WORKSHEET
~
,~
~
CALCULATE WATER SERVICE Pt{ESSURE LOSS
6.
7.
8.
9.
Low pressure at main in street or external pressure tank.(value of #. 5 above)
3~
Determine pressure loss due to' friction in
water service.
inch diameter
Subtract value of"r '1
subtotal d2 7
Determine pressure loss due to elevation,
(multiply the value of #. 2 above by .434)
Subtract value of '8"
cP9
Available pressure after the bldg. control valve. (enter in "S- below)
subtotal
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF. "A")
B.
c.
D.
E.
F.
G.
A.
.,~
Available pressure after the bldg. control valve. (from "9- above)
Value of "S. /7
subtract value of "C" :;
Pressure loss of water meter (when meter is required)
c:2t'
R
I~
(r-:;S
?c1fS-
subtotal
Pressure at controlling fixture.
Subtract value of "0"
subtotal
Difference in elevation between thH building control valve
and the controlling fixture in feet X .434 psiifi.
Subtrnct value of "F
subtotal
Pressure loss due to water treatment devices, instantaneous
water heaters and bacl<flow preventers which serve the
controlling fixture.
Subtract value of 'F
t)
g:'ftJ
subtotal
Developed length from building control valve to controlling
fixture in feet S-r? X 1.5
Divide by value of 'G" 7 ~
subtotal (' );;2
I
i
~l
! "
Multiply by
100
Pmssure ~vctilable for uniform loss
II A" =
17-
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FlxturlListing
J
~....
Date: January 24, 2003
/~,
Name: HANSON Q PLBG
Project: NSFR
Street:
Street: 2789 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
~~aker
Hot Cold Total
.00 I .50 \ .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 11/4 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 ofe 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 DISTRIBUTION DATASHEET
;
'4_ ~
Date: January 24, 2003
~.
Name: HANSON Q PLBG
Project: NSFR
Street:
Street: 2789 HAMILTON ST
City:
City:
1. 14.6 Gallon per minute buiding demand, predominatIy Flush Tank.
2. 33.0 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.~ 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.----1J. 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 6.0 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
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A. ----1.! Pressure available for uniform loss (psi! 1 00 feet of pipe).
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 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 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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