HomeMy WebLinkAbout0098692-PlumbingOSHKOSH
ON THE WATER
,lob Address 2769 HAMILTON ST
Contractor HANSON QUALITY PLUMBING
Bathtub 1 Shower
Whirlpool 0 Floor Drain
Lavatory 3 Lndry Tray
Toilet 3 LndryStndp
Res. Sink I Disposal
Bar Sink 0 Dishwasher
Water Heater 1 Sump Pump
Site Drain 0 Classrm Sink
Roof Drain 0 Breakrm Sink
CITY OF OSHKOSH
PLUMBING PERMIT -APPLICATION AND RECORD
No 98692
Owner CREATIVE CUSTOM HOMES & DEVELOP INC Create Date
Category 410 - Residential-Interior Plan
2 Ejector/Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain
2 WaterSoffner 0 Drink Ftn 0 ServSink 0 Soda Disp
0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker
1 Clothes Wshr 0 Ice Chest 0 FIr/Wst Sink 0 Int Grease Trap
1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap
1 Beer Tap 0 SculrySink 0 Wash Ftn 0
1 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
11/19/2002
Use/Nature INSFR
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 $5,400.00 Plan Approval $0.00 Permit Fees $102.00
Issued By
Date
11/19/2002
[] Permit Voided j
In the performance of this work, I agree to perform all work pursuant to rules governing the described construction.
Signature Date
Agent/Owner
Address 550 N BLUEMOUND RD APPLETON WI 54914 - 0000 Telephone Number
730-0205
City of Oshkosh
Inspection Services Division
P O Box 1130
Oshkosh, WI 54903-1130
Phone: (920) 236-5050
Fax: (920) 236-5084
RECEiVeD
NOV 1 8 2002
DEPARTMENT or
O/HKO/H
COMMUNITY DEVELOPMENT
Plumbing Permit Application
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.
· 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
If you are a contractor participating in the Permit Fee Account System and have adequate funds, check here
if you want this processed through your account ~
Job Address (-'~7~ ~ /_~/o,, f~, Value (lncludinglaborandmatefials) _~--T/0~, (~ Date.
'/L~Single Family [--]Duplex ['-]Multi-Family [--]Rental ci Industrial
Number of Fixtures:
Bathtub /
Whirlpool
Lavatory
Toilet
Res. Sink
Bar Sink
Water Heater
Gas E Elect .~ PwrVnt
Shower r'~
Floor Drain
Lndry Tray
Lab Sink
Plaster Sink
Sterilizer
/
Lndry Standp / Dent. Oper. Shamp Sink
Disposal [ Dip Well Flr/Wst Sink
Dishwasher / Drink Ftn Catch Basin
Sump Pump / 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 lnt Grease Trap Roof Drain
Surgeons Sink Ext Grease Trap Standp Rec
Breakrm Sink
Electric Contractor
Use / Nature of Work
Size Material Type #
Sanitary Sewer
Storm Sewer
I--]Electric Installation Verificatidn form attached
(If Replacement) ~
Conn. Type
Water Service
3/02
.,
'jC
~
(; " ""
Plumbing~el'mit Work Card
Permit Number 98692
Contractor HANSON QUALITY PLUMBING
Plan
Create Date 11/19/2002
,~-
Job Address 2769 HAMILTON ST
Owner CREATIVE CUSTOM HOMES & DEVELOP
--
( "egory 410 - Residential-Interior
Dathtub
Whirlpool
Lavatory
Toilet
Res. Sink
Bar Sink
Water Heater
Site Drain
Roof Drain
Use/Nature
of Work
~ Shower iU Ejector/Grind 0 Dip Well 0 F Prep Sink 0
0 Floor Drain ~ Water Softner 0 Drink Ftn 0 Serv Sink 0
till Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink 0
/3 Lndry Stndp T1 Clothes Wshr 0 Ice Chest 0 FlrlWst Sink 0
f 1 - - -
---L1 Disposal Bidet 0 Exam Sink 0 Catch Basin 0
-
0 Dishwasher -11 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
-
I 1 Sump Pump ----11 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 0
rSFR
Soda Disp
Coffee Maker
Int Grease Trap
Ext Grease Trap
$5,400,00
o
o
o
o
o
Value
Gar Drain
Size
Material
Type
# Conn. Type
o
o
o
o
o
( ~1)&/03
Sanitary Sewer
Storm Sewer
o
o
o
o
o
o
o
o
o
o
Water Service
Type
Inspector
Date
DatelTime requested:
Notice Type:
Telephone Number:
Access:
Ready DatelTime:
o Reinspect Fee 0 Fee Waived
Requested By:
D Reinspect Fee Paid
---------------------------------------------------------------------------------------------------------
~.
- ~~-
OSHI<:OSI'\
ON IIlE W^TER
) ~ '..
. .:;~,=~~~&- ." ~ ......,;..,..-,. -..~ '''::';'' . ....: . . .-' :..... .' ..
INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE ','. ;;':"-.., ~ ;,': ,;', ::'. ~,.'"''
.. .....:........_!'. ,....... . ~..i.,:-....;.... '.. -.0 t""" .,'~".... :':'''':~.....;:.. ~:. I ...0.;. -: ~...'." ..
Demand or building in bUndf~~}~"~~lions perrti'inute. \. -. ~," ,. : <!~.:~:' . "..,'.: :,~, ,<G'P~}--L C(I' r
" . '.. ......". .. ... . ,~.. ", ... "... '0' '.:. I .~. .':1' '1_' ........ '0- '. :~...
Difference i~' ~1~~~tJon r~~:~~rh~~f ~temai'~}~s~~re 'tank t~~'~ulidih~~~~lror:y~lve. (r~t~
SiZB or y.raler, ~~t~.r (Y'He.~n~~~;i~' ~UI~~)':~~8: ~:;}~i;1r.;l:~jh: d;6..- ~ Iarg~r~'h~ .
';,....:. 'n. '~T ';..~ ;.:.._.",...,;:,-tS.:i1~'''''':' ",."::.,.",::,q,~~~~(-;:;':;'~Xt"",,,,~'~:-f-:\ .'....l.l'..f. ,..:. ,.' '.,...-=-
. .... ':--::.. :,;\..~':i ....,...:~iH~9~a';."C.:.:;:; '1:::::.4~:T'~:h .::!:.~~ ~ ."...::.~~::;;~~tl.~ t.~~;';'f'(~.j.!!.\:~7~.;~~;'..:~ ~.; ':."L.;' '". :"'...~!'";~t-:' ~J
Developed length from maJn'Qf~maI 'p'res~ure 4lank fo:eullClfiiiconlffiT viiNa~' '7;~: "'::~~'..: {feet} .;::;;. <./
. .: ':r. :.;: = '.:..i..~1.:;::-...~.."t;.!,#1~-I..:--:n.:"':~~.r~t"ftt;.J'.\.';;'....~.r:;..c~~~\i..::!:t,~.li.:.~~-:;Rl;:~~'~"'i).;I;f}.:i..c~;"~'';''',.". .....;:....
. . .-~:~!;.;.:".r. ..:.~~toj::,:~.:=5i~ ':":~U;:"?:l.l'I:iit;;:f::t~:-:~;tt,~~II;,:",,:,,:?,,~~'a~:-.i';~:;:-f~?i"'2:-:::"~"~~ :f "'t
low pressure at main'rrrsrreet or'ex rnafpressura.ti:1I1f2.~u~;,:,,;f:?7t-; '\:{f:i~:::.~;effi":'/.:l,~':~i.'{'~;=-:{psl) -.J
. .. .., ._.._.. .'__" ,....._ 1-;'.. ........ .............. .... .. ...' I.'. .... .
1.
2.
3.
4,
~ '
o.
....c~~'C:.":.~iB.,Sc~:;j;:;:4~l~.~~~f~2~;,Z_~. ....i~l~:::. . ..
WATER C:ALCULATiO~WORKSffEET
..... .' ;J
CALCULATE WATER SERVICE Pt{ESSURE LOSS
6.
7.
8,
9.
Low pressure at main in street or external pressure tank.(value of # 5 above)
Determine pressure loss due to'rriction in
water service.
(
Subtract value of .r
inch diameter
subtotal
Determine pressure loss due to elevation,
(multiply the value or # 2 above by .434)
Subtract value of .S4
3~
~
?-
Available pressure after the bldg. control valve. (enter in "S- below)
subtotal ;:;;;;- (
CALCUU\TE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF. "A")
B.
c.
D
E.
Value of "S.
Available pressure after the bldg.conlrol valve. (from "9- above)
Pressure loss of water meter (when meter is required)
Subtract value of "C"
subtotal
Pressure at controlling fixture.
Subtract value of .0'
subtotal
Difference in elevation between thH building contral valve
and the controlling fixture in feet X .434 psi/n.
Subtract value of wE-
subtotal
F. Pressure loss due to water treatment devices, instantaneous
water heaters and backflow preventers which serve the
controlling fixture.
/--.",.
~l
-3
c2~
:2
If?
S:Ci
L;;2. 3C
Subtldct value of "F" 0
subtotal /;2~3C;
Dlvldo by value of 'GW Cd
;
~ ~I I
I
subtotal ~l
Multiply by 100 /I
"A" = <:9-1
G. Developed length from building contral valve to controlling
fixture in feet '-/tJ X 1.5 .
A. Pmssure' ~v<'lilable ror uniform Joss
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.,
Fixture Listing
Date: January 24, 2003
..~
Name: HANSON Q PLBG
Project: NSFR
Street:
Street: 2769 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
I 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
~I Ice Maker
Hot Cold Total
.00 I .50 I .50
8.00 18.00 21.50
Total Water Supply Fixture Units
/---..,
14.9 Gallon per minute demand of the building. Predominatly Flush Tank
19.7 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 I 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
;L I~~
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~ _It
WATER DISTRIBUTION DATASHEET
,
.
Date: January 24, 2003
~
Name: HANSON Q PLBG
Project: NSFR
Street:
Street: 2769 HAMILTON ST
City:
City:
1. 14.9 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.-M 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 6.1 ft per sec.
4b.----14 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 6.1 ft per sec.
5. 3.3 Lb loss from a 3/4in Meter
6. 25.4 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. ~ Pressure available for uniform loss (psi/ 100 feet of pipe).
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B. ~ Lbs of pressure available at the Water Meter.
C. ~ 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. 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 I 1/4 I 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
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