HomeMy WebLinkAbout0096232-Plumbing
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OSHKOSH
ON THE WATER
Job Address 1259 HARNEY AVE
CITY of.; OSHKOSH
PLUMBING PERMIT - APPLICATION AND RECORD
No 96232
Owner HABITAT FOR HUMANITY
Create Date 06/10/2002
Contractor DRUCKS PLUMBING
Category 410 - Residential-I nterior
Plan
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 2 Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
-
Toilet 2 Lndry Stndp 1 Clothes Wshr 0 Ice Chest 0 FlrlWst Sink 0 Int Grease Trap 0
Res. Sink 1 Disposal 0 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
- -
Bar Sink 0 Dishwasher 0 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
o
o
o
o
o
Storm Sewer
Water Service
o
o
o
o
o
Valuation $5,000.00
Issued By f( W\
Plan Approval
$0.00
Permit Fees
$66.00
Date 07/30/2002
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 PO BOX 355
Agent/Owner
MENASHA
WI 54952 - 0000 Telephone Number 426-2654
City of Oshkosh
Inspection Services Division
. POBox 1130
Oshkosh, WI 54903-1130
Phone: (920) 236-5050
Fax: (920) 236-5084
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OfHKOfH
ON THE WATER
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 perfolmance 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 varticivating in the Permit Fee Account System and have adequate funds. check here
if vou want this vrocessed through your account n
Value (Including labor and materials) ''fJ1 r-crf)
,
Date 1,- J-Cj/'()~
Job Address Jd-S'1 /J~IVW:J-
Owner ,j.J<III~/r-4"r rtftZ- /.f..tv"~rV'!!J Contractor
~Single Family DDuplex DMulti-Family
Number of Fixtures:
Bathtub
Whirlpool
Lavatory
Toilet
Res. Sink
Bar Sink
-L
--.L
~
-L-
Water Heater ~
o Gas 0 Elect~PwrVnt
'I
Floor Drain ~
Shower
Lndry Tray
Lab Sink
Plaster Sink
Sterilizer
Electric Contractor
Use / Nature of Work
D !2.--yu:r J~ S p;.,. '& 1
DRental DCommercial DIndustrial
Lndry Standp I Dent. Oper. Shamp Sink
Disposal Dip Well Flr/Wst Sink
Dishwasher DrinkFtn Catch Basin
Sump Pump I Wait.St. Wash Ftn
Ejector/Grind Jtf -Jf:,- Cf"o. y: 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 Int Grease Trap Roof Drain
Surgeons Sink Ext Grease Trap Standp Rec
Breakrm Sink
OR
DElectric Instalbition Verification form atta~bed
(If Replacement)
Sanitary Sew
Storm Sewer
Material
PUG--
#
Conn. Type
Type
(;;::'{V
.77g-I'f~1
3/02
,t ~).
Fixture Listing
. .
Date: August 19,2002
---
/
Name: DRUCKS PLBG
Project: NSFR
Street:
Street: 1259 HARNEY
City:
City:
Non Public Use Fixtures
Hot
Cold
Total
1 Automatic Clothes Washer 1.00 1.00 1.50
1 Dishwashing Machine 1.00 .00 1.00
1 Hose Bib, 1/2" diameter .00 3.00 3.00
1 Kitchen Sink 1.00 1.00 1.50
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
Public Use Fixtures
Hot Cold Total
.00 I .50 I .50
Q Ice Maker
Total Water Supply Fixture Units
6.50
12.00
15.00
~
)
11.0 Gallon per minute demand of the building. Predominatly Flush Tank
59.3 Pressure available for uniform loss. For the table use - 60.0
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 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 7.5 0 18 34 62 112 270 484 776 1835
,/"'"''')
.
It 44-
WATER DISTRIBUTION HATASHEET
Date: August 19,2002
.~
)
Name; DRUCKS PLBG
Project: NSFR
Street:
Street: 1259 HARNEY
City:
City;
1. 11.0 Gallon per minute buiding demand, predominatly Flush Tan1e
2. 43.0 Low pressure at the Main in Street.
3. .0 Lb loss from a .0 ft difference in elevation from Main in 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 Street to the curb stop.
Pressure loss detemined using a C value of 150, inside diameter of .995 and a velocity of 4.5 ft per sec.
4b.~ Lb loss from a 60.0 ft 1 1/4" PE Tubing CTS ASTM 2737 AWWA C901 water service from the curb stop to the Water Meter.
Pressure loss detemined using a C value of 150, inside diameter of 1.060 and a velocity of 4.0 ft per sec.
5. 1.8 Lb loss from a 3/4in Meter
6. 39.0 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 av ail ab Ie for uniform loss (psill 00 feet of pipe).
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B. ~ Lbs of pressure available at the Water Meter.
C. ~ Pressure needed at the controlling fixture. TIS FAUCET
D. ~ Lb loss resulting from a 12.0 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. 43.5 Ft Developed length from the 29.0 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 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 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 7.5 0 18 34 62 112 270 484 776 1835
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WATER CALCULATION WORKSHEET
Information Needed for Water Service Sizing ~ l1
Demand of building in gallons per minute. ~ lD ~
Low pressure at main in street (or at external pressure tank). ~
You Must First Find the Available Press1.D"e After the Water Meter
(or at building control valve). To obtain this pressure, you must:
S
':)
l. 10.7
2. 50Lb
'"
3. to
4. ~
5. (00"
6.
7.
----.,
Difference in eleva tion from main to meter (or external pressure tank to building
control valve).
Size of water meter (if applicable).
Developed length from main to meter (or external pressure tank to building
control valve).
Find pressure loss due to friction in -L- inch water service.
. L{3lf
)(U,
8.
9.
4.J
3S
Find pressure loss due to elevation, main to meter (or external pressure tank to
building control valve). Multiply the difference in elevation by .434 p.s.i./ft. 2, CtJ
Find pressure loss due to meter. (from manufacturer or AWWA).
~ 3
Subtract the lossz)fue to friction (Step 6), loss due to elevation (Step 7), and loss
due to meter (Step 8) from the low main pressure (or low pressure at external
pressure tank). This calculation is the available pressure after the water meter (or --...,
at the building control valve). This answer is entered in Line B, below. ~
-IS
Information Needed for Water Distribution Sizing
~s
Using the foIIowing formula, find the pressure available for uniform loss (p.s.i/lOO' of pipe)
A = B - ( C + D + E) x 100
F
A.
3> B.
;.-ILf
11 c.
9 'l).~ D.
/'
Q
-- E.
''1 t>1-
XIOO
F.
l)~ .l,
WHERE:
4% Pressure available for uniform loss (p.s.i./lOO' of pipe).
35 Available pressure after water meter (at the building control valve or low pressure
at internal pressure tank). (See item 9, above).
8r.s:l Pressure needed at controIling fixture. IS~ fI( O(JY" 5l.. t51k'C__ h c-~.
(.J) Difference in elevation between water meter (building control valve or internal
pressure tank) and controlling fixture in feet -1.Lx .434 p.s.i./ft. 5. '-
Pressure loss due to water softeners, water treatment devices, instantaneous
water heaters and backflow preventers. Conventional water heaters usually do not
have a pressure loss.
\....,).) Developed length from water meter (building control valve or internal pressure
tank) to controlling fixture in feet ~ x 1.5.
~
With pressure available for uniform loss, go to applicable table for distribution sizing.
~RD-6479 (R. 08/88)
.A 1~",-toll~J:?.~L{~..~~.l-.!I-_~_._..~.. \
11- 5 9 {~Q.r/Ve'-1 Au-<.. OSit.f{OJ~
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Nonp~liC I Public
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....'...v.
Tyue Of Fi:xtu::e l'U' '''r 0 "",' ,> >' ~':::. T::lt...,l Total
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It 0 )e t, ,(ob ~ '. I I I j.3
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. ..-...,.......--------~__",.__'_,...._,....1....,,_...._.~_,,_"'.,_....__...._,_....,...~,__.._................,i.... ....' .. ; 1
.--......-...t. ...--.-..,..----
Flushometer Flush Tank
f);~ ~shv
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5
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. .....---- ....~ ..~'...~.._.,."'._.-....-....,- .- .;~~. ...;;.._~..............,.....,'..,.; ."
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l.)ipe Siz'" G P " ~<
... 2--...... ..---.._.~!... ::!-r-_.E":i. "-T-YT...'.'.'''1
1/2 II to .5 .~l-_.._L._..~--.-"..I
3/4 " .Q._+ =,1 II? I
1 1I ! j
------t---- _. ~
i J 1
1 1/4 11 "'~c-~,..---..~----+_..-.-_l
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1 1'/2 11 t I .!
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:" 1/2 " =t------.i.-~'-..t-...-
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DIstribution
Type
!
.. I
I
.-.----
Service Building
Type Demand
G.P.M.
'-----
'Ji2t I '" . /0',7
!PDh bV~'1{eNe..
D1stributlon Pipe
.......~_....~.-._..._---
-r7PC. M..~
...---..-.......,---
~
Job Address 1259 HARNEY AVE
HABITAT FOR HUMANITY
, Pll:I'inbing Permit Work Card
Permit Number 96232
Contractor DRUCKS PLUMBING
'~"tegory 410 - Residential-Interior Plan
_ .,htub 1 shower 1 EjeCt()r/Gri~a 0 'bipWell 0
Whirlpool 0 Floor Drain 1 Water Softner 0 Drink Ftn 0
Lavatory 2 Lndry Tray 0 Local Waste 0 Wait. St. 0
Toilet 2 Lndry Stndp 1 Clothes Wshr 0 Ice Chest 0
-
Res. Sink 1 Disposal 0 Bidet 0 Exam Sink 0
Bar Sink 0 Dishwasher 0 Beer Tap 0 Sculry Sink 0
-
1 Sump Pump 1 Dent. Oper. 0 Hand Sink 0
0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0
-
0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0
rSFR
Size
Material
Type
" Type~Fnar' .
~-'''''f!''f,
o
o
o
o
o
Insp'ector WJ (Chip) Callies
111/ 0 V
FPl'ep Sink
Serv Sink
Shamp Sink
FlrlWst Sink
Catch Basin
Wash Ftn
Urinal
Standp Rec
Ice Maker
# Conn. Type
o
o
o
o
o
o
o
o
o
o
Create Date 06/10/2002
Value
$5,000.00
o
o
o
o
o
6
o
o
o
o
o
o
o
o
Gar Drain
Soda Disp
Coffee Maker
Int Grease Trap
Ext Grease Trap
1:'- $' A ft/
.. Access:.' , '
'1lOpen Wedn,Th~rs &FridaY~-H-;'dlike tobepresent:
,',;",', Ready b~teitime:~i'S"'AM' ,'. Req~estedBY:HABrfATFOR HUMANITY
, 0 Reinspect Fee 0 Fee Waived 'tJ"""'Reinspect Fee Paid
1259 HARNEY AVE
"HABITAT FOR HUMANITY
I Plumbing Pe'-rmit Work Card
Permit Number 96232
Contractor DRUCKS PLUMBING
Create Date 06/10/2002
410- Residential-Interior Plan Value $5,000.00
.htub ~ Shower ~ Ejector/Grind -1Q Dip Well 0 F Prep Sink 0 Gar Drain 0
Whirlpool 0 Floor Drain -b Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0
Lavatory 112 Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet ~ Lndry Stndp ~ Clothes Wshr 0 Ice Chest 0 Flr/Wst Sink 0 Int Grease Trap 0
Res. Sink ~ Disposal 0 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0
-
Bar Sink 0 Dishwasher 0 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
Water Heater ~ Sump Pump --L1 Dent. Oper. 0 Hand Sink 0 Urinal 0
Site Drain 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
rSF"
Size
Material
Type
#
o
o
o
o
o
Conn. Type
GWH ~
rAJ4cw
V;lirfJ!;
o
o
o
o
o
F f?-/'I/Oir
Telephone Number:
.Re~dY Datefrime: ~iJ:l~~ted By: . DRUCKS PLUMBING- Kurt Hatfield
o Reinspect Fee 0 ee alve Reinspect Fee Paid
.. . . . 'cc' ~ :100 . . , ,." , , , '~f ' , 00 , , , . 00 ,c,c, , , , , , " , , , , -- , , , 00 , ., , , ,. 'c' OOc' ",' .' , . ',- '-'c'c._,M c" ,,_,'c. '
c~~ ~ 0 K
I ~ d-
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