HomeMy WebLinkAbout0092980-Plumbing (interior)
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OSHKOSH
ON THE WATER
Job Address 1809 HICKORY LN
CITY OF OSHKOSH
No 92980
PLUMBING PERMIT - APPLICATION AND RECORD
Owner THOMAS UMARY L 0 DEGNER
Create Date 02/26/2002
Contractor LARRY HANSEN PLBG
Category 410 - Residential-Interior
Plan
Bathtub 1 Shower 2 Ejector/Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
- -
Whirlpool 1 Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0
Lavatory 3 Lndry Tray 1 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
Sanitary Sewer
o
o
o
o
o
Storm Sewer
o
o
o
o
o
Water Service
o
o
o
o
o
Valuation
$9,550.00
Plan Approval
$0.00
Permit Fees
$108.00
Issued By ~ W"\
Date 03/07/2002
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 N-1044 TOWER VIEW DR
Agent/Owner
GREENVILLE
WI 54942 - 8683 Telephone Number (C)851-6863
jo
City of O~hkosh
;'J~~pectiori Services l>ivision
',;~'~~6*1130 ... ."
jJ;';Q'sfi~osh, WI 54903-1130
r!P'Ji61i~: (~20) 136-5050
Fat: (920) 23c)-5084
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. , '.' ; ,ON!H.,e:wATER
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Plumbio2 Permit Al!PlicatiQn '.'
I hereby apply for apennit to do and install the following plumbing on the premises hereinafter desCrib~a,'~g:#~~~;i~cOfiform'to the
Wisconsin State Plumbing Code, in the performance of which all parties hereto agree to and are bound b~f'~ai~ statUtes,
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Job Address \ <BrA ~1r r~}1)
Owner ""\0 rn \- m(~ '(\ j 1Jp:~ Y\L( Contractor
[z]Single Family DDuplex DMulti-Family
Number 6fFixtures:
-L
J
,,~
~}
-L.'
Bathtub
Whirlpool
Lavatory
Toilet
o Power Vent
~
..~
---L
Contractor
Sterilizer
Lndry Standp
Disposal
Dishwasher
Sump Pump
Ejector/Grind
Water Softner
Local Waste
Clothes Wshr
Bidet
Beer Tap
Classrm Sink
Surgeons Sink
Value (lncIUdinglaborandmaterials)q S~. 66 .' D~t~'S3-~ 4- 0 d-
Llas~\( _ "~\0QS ~~T.~~ig~,
DCommercial . (jI~~~~*ti.~1
'i'7i~!!"';lr6i~:~ 0 0
!.
ii
.1
'i;
Shamp srhk
PlrfWst S'ink
1';
Catch lmin
!i
WaSh Pm!
......,1.
Urinal i' ....
dar~l~ ;
. . '. I
DRental
Breakrm Sink
I
J
-L
-L
Dent. Oper.
DipWeIJ
Drink Ftn
Wait.St.
Ice Chest
Exam Sink
Sculry Sink
Hand Sink
F Prep Sink
Serv Sink
Int Grease Trap
Ext Grease T'1'P
';~~i
.,,': Ice Maker' ,
. 'Si~~l~';:';
. "R~rf~ri;"
Scindp Rec .
:.. , "" !f ~
;.; :'.'.:j .
o EIVform attached (If Replacement)
OR
Size
.i Sanitary Sewer
Storm Sewer
Material
Type
#
Conn. Type
.,:'.'--,'''..''
:~'Applica~on(s) and fee(s) can be brought to City Hall, Room 205 or mailed ~o InspecHori'S
:';t54903~1128.'Commencing work without permit(s) will result in fees being doubled or
. .... whichever is greater.
OR
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Check here if ou want this rocessed
Fixture Listing
~,
Date: April 29, 2002
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)
Name: LARRY HANSEN PLUMBING
Project: NSFR
Street:
Street: 1809 HICKORY LN
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 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50
1 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
Hot
Cold
Total
1 Ice Maker .00 .50 .50
1 Wall Hydrant, 3/4" diameter hot and cold mix 3.00 3.00 4.00
~
)
Total Water Supply Fixture Units
12.00
22.00
27.00
18.2 Gallon per minute demand of the building, Predominatly Flush Tank
18.3 Pressure available for uniform loss. For the table use - 19.0
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 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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)
~
WATER DISTRIBUTION DATASHEET
Date: April 29, 2002
)
Name: LARRY HANSEN PLUMBING
Project: NSFR
Street:
Street: 1809 HICKORY LN
City:
City:
1. 18.2 Gallon per minute buiding demand, predominatly Flush Tank.
2. 54.0 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 130, inside diameter of .995 and a velocity of 7.5 ft per sec.
4b.~ Lb loss from a 92.0 ft 1 1/4" PE Tubing CTS ASTM 2737 A WW A 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 6.6 ft per sec.
5. 5.0 Lb loss from a 3/4in Meter
6. 40.8 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
'J
A. ~ Pressure available for uniform loss (psi/l 00 feet of pipe).
B. 40.8 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture. PRSR BLNC SHWR VALVE-MASTER BATH
D. ~ Lb loss resulting from a 10.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. .0 Lb pressure loss due to a WTR SFNR serving the controlling fixture.
F. 90.0 Ft Developed length from the 60.0 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 1 112 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
o
)
Fixture Listing
Date: April 29, 2002
)
Name: LARRY HANSEN PLUMBING
Project: NSFR
Street:
Street: 1809 HICKORY LN
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
2 Hose Bib, 1/2" diameter .00 6.00 6.00
1 Kitchen Sink 1.00 1.00 1.50
1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50
1 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
Public Use Fixtures
Hot
Cold
Total
1 Ice Maker .00 .50 .50
1 Wall Hydrant, 3/4" diameter hot and cold mix 3.00 3.00 4.00
,.--...,
)
Total Water Supply Fixture Units
12.00
22.00
27.00
18.2 Gallon per minute demand of the building. Predominatly Flush Tank
18.3 Pressure available for uniform loss. For the table use - 19.0
'M~~inlti'm~T&lfiiji61:tJtssnTilctfY~lyalYftfil'~irrfffitQ,l'~~~~~
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4
Actual 1. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0
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 6.5 9 15 22 31 53 0 0 0
Maximum FM WSFU 0 0 0 5 7 15 58 0 0 0
Maximum FT WSFU 4 8 11.5 21.5 35 58 142 0 0 0
oj
WATER DISTRIBUTION DAT ASHEET
Date: April 29, 2002
~
)
,
Name: LARRY HANSEN PLUMBING
Project: NSFR
Street:
Street: 1809 HICKORY LN
City:
City:
I. 18.2 Gallon per minute buiding demand, predominatly Flush Tank.
2. 54.0 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 130, inside diameter of .995 and a velocity of 7.5 ft per sec.
4b.~ Lb loss from a 92.0 ft 1 1/4" PE Tubing CTS ASTM 2737 A WWA 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 6.6 ft per sec.
5. 5.0 Lb loss from a 3/4in Meter
6. 40.8 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. ----.!2 Pressure available for uniform loss (psi/I 00 feet of pipe).
./
B. ~ Lbs of pressure available at the Water Meter.
C. ~ Pressure needed at the controlling fixture. PRSR BLNC SHWR VALVE-MASTER BATH
D. ~ Lb loss resulting from a 10.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. ---.:!! Lb pressure loss due to a WTR SFNR serving the controlling fixture.
F. 90.0 Ft Developed length from the 60.0 ft actual length 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 I 1 1/4 1 1/2 2 21/2 3 4
Actual I. D. .485 .584 .681 .875 1.069 1,263 1.653 0 0 0
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 6.5 9 15 22 31 53 0 0 0
Maximum FM WSFU 0 0 0 5 7 15 58 0 0 0
Maximum FT WSFU 4 8 11.5 21.5 35 58 142 0 0 0
I'
.,,,,,J
04/29/2002 16:01 9207575807 HANSEN PLUMBING INC
WATER CALCULATION WORKSHEET FOR Lb5?/~ #em,,:$'
WlME O~ PROJI!C'T'
04
INFORMATION REQUIRED TO CALCULA n: WATER SERVICE SIZE
1. Demand of building in building in gallons per minute. WSFU's '/'1.. S- = (GPM)
17
~
.---
2.
. 7' . .' .
"Differ~nce in elev~tlo.nfroin main 'or eX,ternal pressure tank to building control valve.
(feet)
)
, . , , '",' .
3, Size ofw~ter.inete~(when m~teri~ require~) $J8~ _.3/4" :61"... ~ H/2"_,2" _, larger size
4, ',Del,leloped 'length from ma,in or external p'ressure tank to building control valve.
. ~.}. 1 :':.; := ~;, ',' "" ',,' ,
(, . ,". , I ~ ,
5. :''''., ',Low pressure at main 'in stieet or external pressure tank.
(feet) L/ ~
,(psi) S' '-/
!:-
, CALCULA TE WATER SERVICE PRESSURE LOSS
6.
7.
.5. '1
Low pressure at main in street or external pressure t'ftK. (value of # 5 above)
Determine pressure loss due to friction in ---/::.!lJn~&rameter -A ? .
water service. Subtract value of .7~ ~5
(Water service piping material is Chfl':'r -r;~ I:.. SIJ l
, subtotal ~.....
e.
Determine pressure loss due to elevatj~n.
(multiply the value of # 2 above by ,434)
Available pressure after the 'bldg. control valve, (enter in "B" below)
subtotal
Subtract value of "8"
o
l) f}J 5
9.
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A")
e.
Available pressure after the bldg. control valve. (from .9~ above)
Value of "S" {tJ" ~
Subtract value of .e" ..b
j
r'\
c.
Pressure loss of water meter (when meter is required)
subtotal
't-'~S
D.
Pressure at controlling fixture.
(Controlling fixture is
Subtract value of "0" .).0
~o
;; S ..5
subtotal
E.
Difference in elevation between th::fing control valve
and the controlling fixture in feet X .434 psi/ft.
110
subtotal
:J~.O.!
Subtract value af'E" _'? .. Lf 7
F.
Pressure loss d\.:e to water treatment devices, instantaneous
water heaters and baekf!ow preventers which serve the
controlling fixture. __
(Pressure loss due to
subtotal :2;;. (;) ~
Subtract value of OF" ~
G,
Developed tengt"/om building control valve to controlling
fixture in feet 0 X 1,5
Divide by value of "13" 9 ~
subtotal .J... :; '1 i1 7
{Water distribution piping material is
i. II/,
~ -t. ;<..
Multiply by '00 .
A.
Pressure available for uniform loss
"A" : 2'16 '1]
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