HomeMy WebLinkAbout0102800-Plumbing (interior)OSHKOSH
ON THE WATER
.lob Address 2374 SHORE PRESERVE DR
Contractor O'NEILL ENTERPRISE INC
Bathtub 2 Shower
Whirlpool 1 Floor Drain
Lavatory 4 Lndry Tray
Toilet 4 Lndry Stndp
Res. Sink 1 Disposal
Bar Sink 0 Dishwasher
Water Heater 2 Sump Pump
Site Drain 0 Classrm Sink
Roof Drain 0 Breakrm Sink
CITY OF OSHKOSH
PLUMBING PERMIT - APPLICATION AND RECORD
No 102800
Owner NORTHSHORE REAL ESTATE DEVELOPMENT Create Date
Category 410 - Residential-Interior Plan
1 Ejector/Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain
1 WaterSoftner 0 Drink Ftn 0 ServSink 0 Soda Disp
1 Local Waste 0 Wait. St. 0 ShampSink 0 Coffee Maker
1 CIothesWshr 1 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 1
05/27/2003
Use/Nature
of Work
Valuation
Issued By
Sanitary Sewer
Storm Sewer
Water Service
Size Material Type #
$10,000.00 Plan Approval $0.00 Permit Fees
Conn. Type
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
$138.00
Date 07/14/2003
Permit Voided
In the performance of this work, I agree to perform all work pursuant to rules governing the described construction.
Signature
Date
Agent/Owner
Address 5575 CTY RD N PICKETT WI 54964 - 0000 Telephone Number
428-4700 589-2007
City of' O~hkm~r ~
Inepe~tion Scm, ~s Division
Oshkosh, WI 5.
Faro ~20) 236* ;0~
9205893016
ONEILL
PAGE 01
O/H , O/H
Plumbin Permit A lication
I hereby sp ,ly {'or a pa,mit to do and install the following plmubinv on the pt~uises hereinafter described, the work ~u conform to the
W:ia .onsln State Plumbing Code, in t{~ pedommuce of which all palties hereto agr~ lo and are boand by said statutes.
Owner
]~Siagle Fa~ ily [~Duplez [--]Multi-Family [~]Rental I--]Commercial [~ladustrlnl
Number of F~ ctures:
~{~ { ~d~ Sm~p ....... { 0~ ~. _ S~an~p Sink
~. 5~k I Sump Pu~ [ ._ Wait. Si, W~h ;tn
}~ Sink ~ P~ind Ice Chcm~ ~ Ur~nl
,{eetrtc CoDl::m lctor
fse / Nature o 'Work
form attached (lfRzplacemoaO
' Size Material Type # Corox T)~pc J
mi~ Sew~
mm ,~wer
'star ServiCe
Application,Il; ) and fee(s) can bc bwught to City Hall, Room 205 or mailed to Inspection Service~ PO Box 1128, Oshkosh WI
$4903-1128. Commencing work without permit(a) will result in fees being doubled or $100.00 plus the normal permit fee,
which ever is ~eater.
OR
'C_heaR here if you wanc chis processed thz'~u~h .~,our account X
07/1~/2003 17:36
Inspection Sexwl, :es Division
P 0 Box 1130
{)shkosh, w'l Sd' ,03-113(J
Phone: (920) 2It .SOS0
gax.* (920) 2~; m4
92858~3016 ONEILL
~AGE 01
_OJ%-KOJ H
Plumbin Permit A lication
I hereby al~ .y for a pelm/t ~o do and/retail the following plumbing on thc prena~ea I~reinaf~ described, the work to confon~ to the
Wi'~c. m~/n State Plumbing Code, i~he [~rformanc, e~of which all Paffies hereto agrDe ~d sm ~d bY ~i~ sm~ ~
Owner ,~ ) ~Y ~o~e~r~ Contractor ~'~e~U E~r:se,~n~.
~Single Faro i~ ~Dnpl~ ~Mu~Fnmily ~Ren~l ~Com~tal ~lud.us~al
~leetrie Con~t* actor
Jse I Natm'e ,~ r Work
0 EIV form nttnehed (IfReplacemenO
,anitary Sewe~
· Site Mater/al Type # Conn. Type ....
torm
irater i:cr;/ce
Application(,) and fee(s) can be brought to CiBr Hall, Room 205 or mailed to Inspection S~rvices, PO Box l 128, Oshkosh WI
54903-1128. Commencing work w~thout penmt(s) will resnlt in fees being doubled or $100.00 plus the normal permit fe~,
which ever ~: ~'eater.
OR
here
if
you ~ant thi~ processed ~hrOugh your account
Plumbing Permit Work Card
Jc6Addres§ 2374 SHORE PRESERVE DR Permit Number 102800 Create Date 05/27/2003
Owner NORTHSHORE REAL ESTATE DEVELOPb Contractor O'NEILL ENTERPRISE INC
`egory 410 - Residential- Interior Plan Value $10,000.00
.,.thtub / / 2 Shower 1 1 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Whirlpool / 1 Floor Drain r 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0
Lavatory 1 /1 4 Lndry Tray / 1 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet / // 1 4 Lndry Stndp / 1 Clothes Wshr 1 Ice Chest 0 Flr/Wst Sink 0 Int Grease Trap 0
Res. Sink ' 1 Disposal 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 6 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 1 1
Use /Nature NSFR
of Work
Size Material Type # Conn.Type
Sanitary Sewer 0
0
0
,& 4 44-6-6L61
0
0
Storm Sewer 0
0
0
0
0
Water Service 0
0
0
0
0
Date Type k G-- Inspector F (v` c
�1
f
F.L. 7/1° 4 7 ( I 0 3 . 1 n
R.,, J.,..... F 6 / .4.1 -s ,, ill
d r r ..�,�
Date/Time requested: Notice Type: Telephone Number:
Access:
Ready Date/Time: • Requested By:
O Reinspect Fee 0 Fee Waived 0 Reinspect Fee Paid
t L t (1.--G.,f,Z. 42. 0 "'-
1 ,,,,,,Z, ,-7,i,,,,,,,, , ,,,2 6
7 ij
6E_ ' 4 L ,,.}.4z, 1 I
Plumbing Permit Work Card
J,b Address 2374 SHORE PRESERVE DR Permit Number 102800 Create Date 05/27/2003
Owner NORTHSHORE REAL ESTATE DEVELOPIv Contractor O'NEILL ENTERPRISE INC
" tegory 410 - Residential- Interior Plan Value $10,000.00
_htub 2 Shower 1 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Whirlpool 1 Floor Drain 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0
Lavatory 4 Lndry Tray 1 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet 4 Lndry Stndp 1 Clothes Wshr 1 Ice Chest 0 Flr/Wst 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 2 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 1
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
Date -) ` ! Type Rough In Inspector WJ (Chip) Callies
REQUEST LINE.
0,(
I
1
Date /Time requested: 9/2/03 12:53 PM Notice Type: Telephone Number: 428 -4700
Access:
Open
Ready Date/Time: 9/2/03 12:53 PM Requested By: O'NEILL ENTERPRISE INC - Pat
0 Reinspect Fee O Fee Waived ❑ Reinspect Fee Paid
i5-0 ( \( tP 0 �
Fixture Listing
Date: July 15, 2003
Name: O'NEILL ENT Project: NSFR
Street: Street: 3162 HAYWARD AVE
City: City:
Non Public Use Fixtures
Hot Cold Total
1 Automatic Clothes Washer 1.00 1.00 1.50
1 Bathtub, with or without shower head 1.50 1.50 2.00
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 Lavatory .50 .50 1.00
1 Water Closet, gravity type flush tank .00 2.00 2.00
2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00
1 Shower Stall, lavatory and water closet FT - group 1.50 3.00 3.50
Public Use Fixtures
Hot Cold Total
1 Ice Maker .00 .50 .50
Total Water Supply Fixture Units 11.50 23.50 28.50
19.1 Gallon per minute demand of the building. Predominatly Flush Tank
17.3 Pressure available for uniform loss. For the table use - 18.0
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 2 1/2 3 4
Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value of C 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 5.5 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 6.5 0 18 34 62 112 270 484 776 1835
3 7f- 27 f
0 Ca.."?
WATER DISTRIBUTION DATASHEET
Date: July 15, 2003
Name: O'NEILL ENT Project: NSFR
Street: Street: 3162 HAYWARD AVE
City: City:
1. 19.1 Gallon per minute buiding demand, predominatly Flush Tank.
2. 55.0 Low pressure at the Main in the Street.
3. .0 Lb loss from a .0 ft difference in elevation from Main in the Street to the Water Meter.
4a. 1.5 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 7.9 ft per sec.
4b. 4.7 Lb loss from a 62.0 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 6.9 ft per sec.
5. 5.5 Lb loss from a 3 /4in Meter .
6. 43.3 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.
B- (C +D +E)
A — x 100
A. 18 Pressure available for uniform loss (psi /100 feet of pipe).
B. 43.3 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture. SHWR- MASTER BATH
D. 5.6 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. 102.0 Ft Developed length from the 68.0 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 1 1 1/4 1 1/2 2 2 1/2 3 4
Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0
Value of C 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 3.5 6 9 15 22 31 53 0 0 0
Maximum FM WSFU 0 0 0 5 7 15 58 0 0 0
Maximum FT WSFU 3.5 7 11.5 21.5 35 58 142 0 0 0
07/14/2003 06:13 9205893016 ONEILL PAGE 02
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WAT :R CALCULATION WORKSHEET FOR — "+�Cbr t�Skk05t N Prt3i�lrv�t
NAME ADDRESS OF PROJECT
INFO 2MATION REQUIRED TO CALCULATE WATER SERVICE SIZE
1. Demand of building in gallons per minute. WSFU's 2.7 (GPM) 18.Z
Z. Difference in elevation from main or external pressure tank to building control valve. (feet) __ Z____
3. Size of the water meter. When applicable) 5/8" , 3/4" Y , 1" __, 1.1/2" __, 2" _ , 3" __, 4" 6' __
4. Developed length from main or external pressure tank to building control valve. (feet) GZ
5. Low pressure at main in street or external pressure tank. (prig)_ 4$
CAt,C ULATE WATER SERVICE PRESSURE LOSS
6. Low pressure at main in street or external pressure tank. (value of p 5 above) I4 _
7. Water service diameter is Ii . Material is Prplybu . Pressure loss
per 100 ft = 5 lbs. X diGZ (decimal equivalent of service length, i.e.: 65ft = .65)
(Subtract line 7, from line 6.) subtotal _' 44.9_
8. Determine pressure gain or loss due to elevation,
(multiply the value of # 2 above by .434) value of "8" o t3(o8
9. Available pressure after the bldg. control valve. (Subtract or add line 8. Enter in "B ".) subtotal ‘441.3Z
CALL: JLATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A ")
B. Available pressure after the bldg. control valve, (from "9" above) Value of "8" 44'4'
C. Pressure loss of water meter (when meter is required or installed) Value of "C"
(Subtract line C. from line 8.) subtotal 31.32 _
D. Pressure at controlling fixture. • v Value of "0' Zb
(Controlling fixture is )
(Subtract the value of 0,) subtotal 19 . 32 -
E. Difference in elevation between the building control valve
and the controlling fixture in feet 13 X .434 psi /ft. Value of "E" S.fo4Z
(Subtract the value of E.) subtotal 11.4418
F. Pressure loss due to water treatment devices, instantaneous
water heaters and backflow preventers which serve the
controlling fixture. � Value of "F" 0
(Pressure loss due to )
(Subtract the value of F.) subtotal 13. 4516
G. Developed length from building control valve to controlling
fixture in feet (o$ X 1 5 Value of "G" (O2.
(Divide by the value of G.) subtotal s 1.3'41 8039
(Water distribution piping material is - o42p?iX )
77"" Multiply by 100
A. Pressure available for uniform loss "A" = 1 y
SRO _ era 3lou
•
WATER DISTRIBUTION DATASHEET
Date: July 15, 2003
Name: O'NEILL ENT Project: NSFR
Street: Street: 3162 HAYWARD AVE
City: City:
1. 19.1 Gallon per minute buiding demand, predominatly Flush Tank.
2. 55.0 Low pressure at the Main in the Street.
3. .0 Lb loss from a .0 ft difference in elevation from Main in the Street to the Water Meter.
4a. 1.5 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 7.9 ft per sec.
4b. 4.7 Lb loss from a 62.0 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 6.9 ft per sec.
5. 5.5 Lb loss from a 3 /4in Meter .
6. 43.3 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. 18 Pressure available for uniform loss (psi /100 feet of pipe).
B. 43.3 Lbs of pressure available at the Water Meter.
C. 20.0 Pressure needed at the controlling fixture. SHWR - MASTER BATH
D. 5.6 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. 102.0 Ft Developed length from the 68.0 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 2 1/2 3 4
Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value of C 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 5.5 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 6.5 0 18 34 62 112 270 484 776 1835
Fixture Listing
Date: July 15, 2003
Name: O'NEILL ENT Project: NSFR
Street: Street: 3162 HAYWARD AVE
City: City:
Non Public Use Fixtures
Hot Cold Total
1 Automatic Clothes Washer 1.00 1.00 1.50
1 Bathtub, with or without shower head 1.50 1.50 2.00
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 Lavatory .50 .50 1.00
1 Water Closet, gravity type flush tank .00 2.00 2.00
2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00
1 Shower Stall, lavatory and water closet FT - group 1.50 3.00 3.50
Public Use Fixtures
Hot Cold Total
1 Ice Maker .00 .50 .50
Total Water Supply Fixture Units 11.50 23.50 28.50
19.1 Gallon per minute demand of the building. Predominatly Flush Tank
17.3 Pressure available for uniform loss. For the table use - 18.0
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 2 1/2 3 4
Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0
Value of C 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 3.5 6 9 15 22 31 53 0 0 0
Maximum FM WSFU 0 0 0 5 7 15 58 0 0 0
Maximum FT WSFU 3.5 7 11.5 21.5 35 58 142 0 0 0