HomeMy WebLinkAbout0120403-Plumbing (interior)
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OSHKOSH
ON THE WATER
Job Address 1913 SIMPSON ST
CITY OF OSHKOSH
PLUMBING PERMIT - APPLICATION AND RECORD
Owner SHOWCASE CUSTOM HOMES INC
Contractor O'NEILL ENTERPRISES INC
Category 410 - Residential-Interior
No 120403
Create Date 05118/2006
Plan
Bathtub
Whirlpool
Lavatory
Toilet
Res. Sink
Bar Sink
Water Heater
Site Drain
Roof Drain
Misc.
Fixtures
Use/Nature NSFR/1 story home with a two car attached garage and a 10'x14' at grade patio in the side yard. GAS WATER HEATER **DEBIT ACCT
of Work
Valuation
Issued By
2
Shower Water Softner Wait. St. Shamp Sink
Floor Drain 1 Local Waste Ice Chest FlrlWst Sink
Lndry Tray 1 Clothes Wshr Exam Sink Catch Basin
Disposal Bidet Sculry Sink Wash Ftn
Dishwasher 1 Beer Tap Hand Sink Urinal
Sump Pump 1 Lab Sink Plaster Sink Standp Rec
Classrm Sink Sterilizer Surgeons Sink Ice Maker
Breakrm Sink Dip Well F Prep Sink Gar Drain
Ejector/Grind Drink Ftn Serv Sink Soda Disp
HOSE BIBB
2
2
1
2
Size
Material
Type
#
Conn. Type
Coffee Maker
Int Grease Trap
Ext Grease Trap
RPZ Valve
Eye Wash Statn
Wtr Sewer Mtrs
Deduct Meters
Wtr Usage Mtrs
Parcelld #
1409330000
Date 07/06/2006
Sanitary Sewer
Storm Sewer
Water Service
$5,700.00 Plan Approval
$0.00 Permit Fees
$112.00 D Permit Voided I
In the performance of this work, I agree to perform all work pursuant to rules governing the described construction.
While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work
described in this permit application within an easement, the City strongly urges the permit applicant to contact the
easement holder(s) and to secure any necessary approvals before starting such activity.
Signature Date
AgenUOwner
Address 522 W 6TH AVE
OSHKOSH
WI 54902 - 0000 Telephone Number 920-230-2007
To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of
Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone
Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may
continue if the inspection is not performed within two business days from the time the project is ready.
.,
WATER DISTRIBUTION DAT A~HF:ET
ii>-j.
Date: July 6, 2006
Name: O'NeilL!?~~erpriscs, rnc.
Project: Showcase I-Iomes House
Street: 5575 COUnty Road N
City: Pickett, WI 549~;L._..___
Street: 19 I 3 Simpson Street
CitY: Oshkosh WI. 54902
I. 12.5 Gallon per minute buiding d!;mand, pn::dominatly Flush Tank.
2. 50.0 Low pressure at the Main in the Street.
3. 1.3 psi loss from a 3.0 ft differ.:nco in elevation from Main in tb.e Street to the Watel'Meter.
4a--1J. psi loss from a 45.0 ft 1" Copper Tube Type K ASTM BaS wllteT service from th.e Main in the Street to the Wat!;r Motc.r,
Pressure loss detcmined using a C value of 150, inside diamcter of .995 and a velocity of 5.2 ft per sec.
4b.~ No 2nd part water lateral.
5, 2.3 psi loss from a 3/4in Meter
6. 44.2 psi of pressure available at the Water Meter. This value is entered in (B) below.
The (A) value listed below is detc.rmined by using lhe following fonnula, then rounding the result up.
B-(C+D+.])
A= ... ,,~-~ x 100
F
A -.1Q Pressure available for uniform loss (psi!l 00 feet of pip c).
B. ~ psi of pressure available at the Water Meter.
C. ~ Pressure needed at the controlling fixture.
D. ~ psi loss resulting from a 14.0 ft difference in elevation from the Water Meter to the controlling tlxture.
E. _.-J1 psi pressurc loss due to a serving the controlling fixture.
F. ~ Fl Developed length from the 62.0 ft aCl1Jallength of piping from the Water Meter to the controlling fixture.
Maximun Allowable load for Crosslinked Polyethylene (Pex) Tubing ASTM F876
" . -
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 ;2 21/2 3 4
.. - -_...~ ~.'.
-,,, . 1
Actual L D. .475 .574 .671 .862 i 1.054 1.244 ! 1.629 0 0 0
.-- 150 ! ..
Value ofC ISO 150 150 ISO I 150 ISO 150 150 150
,
.. - .'.
Velocily in ft per sec. 8 B 8 6 I g 8 i 8 8 8 8
f..----- . "
Maximum Gpm 3.5 6 8.5 145 21.5 30 I 51 0 0 0
_.- --
Maximum FM WSFU 0 0 0 4.5 7 14 53 0 0 0
-- . -
Maximum PT WSFU 3.5 7.5 II 20.5 34 55 135 0 0 0
... -- ._-
800/2:001t1
llBN,Q
8002:082:02:8 XIf.:l 8L: L L 8006/80/ LO
WATER DISTRIBUTION DA T ASHEET
Dare: July 6. 2006
Name: .9:.Neill Enterprises, Inc.
Project: ~howcuse Homes House
Street 5575 County Road N
Street: 1913 Simpson Srr.;et
City: Pick~tt, WI 54964
City; Oshkosh WI. 54902
1. 12.5 Gallon per minute buiding demand, predominacly Flush Tank.
2. 30.0 Low pressure at the Main in the Street.
3. 1.3 psi loss from Q 3.0 n difference in elevation from Main in the Strect to rhe Watcr Mcrcr.
4a 2.1 psi loss from a 45.0 ft 1" Copper Tube Type K ASTM B8B Water service from [he Main in the Street to tho Water Meter.
-. ...,_.. Pres:mre loss deremlned using a C value of ] 50, inside diameter of .995 and a velociry of 5.2 ft per sec.
4b.----:2 No 2nd part wate]' lateral.
5. 2.3 psi loss from a 3/4in Meter
6. 44.2 psi of pressure ~vllilable Elt the Water Meter. This value is entered in (I]) below.
The (A> value listed below is dcrcffilined by using the following formula, then rounding the result up.
A= !}~+~+E) x 100
A. --1Q Pressure available for uniform loss (psi/lOO fcet of pipe).
B. ~ psi of pressure available at the Water Meter.
C. .__ 20,0 Pressurc needed at the controlling fixture.
D. ~ psi loss resultjn~ from a 14.0 fl difference in elevation from rhe Water Meter to thc controlling fixtl.lre.
E. ~,__..:.2. psi preSSure loss due [0 a serving thc controlling fixture.
E. 93.0 Ft Developed length from the 62~9. ft actual length of piping from the Warer Metcr to the controlling fixture.
Maximun Allowable load for Copper Tube Type M, ASTM 1388
-,- .. . -. -~ .- ..,
Nominal Size ]/2 5/8 3/4 1 1 1/4 I 1/2 2 21/2 3 4
~ .. .~ .,. .'- -., . -
..
Actual L D. .569 0 .811 1.05"5 1.291 1.527 2.009 2.495 2.981 3.935
-- .-- .. .
Value ofC ]50 150 150 150 ISO 150 ]50 150 150 150
-. .. , .. , ".-
Velocity in ft per sec. S 8 S & 8 S : 8 I 8 8 8
L
-. i I
Maximum Gpm 6 0 12.5 21.5 32 45 79 121 174 303
.-- .' I ~
Ma.ximum FM WSFU 0 0 4.5 i 7 ]7 39 ~ ]44 I 374 731 1835
'" l8~.. I J .-
Maximum FT WSFU 7 0 112 I 270 I 484 776 1835
d ,- ...-
800/800 It!
llI3N,O
8002:08(;0(;8 XV.:! 8l: II 800(;/80/ LO