HomeMy WebLinkAbout0096659-Plumbing (interior) QD CITY OF OSHKOSH No 96659
OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD
ON THE WATER
Job Address 2852 MONTCLAIR PL Owner HEARTLAND HOMES CONST. Create Date 05/31/2002
Contractor O'NEILL ENTERPRISE INC Category 410 - Residential - Interior Plan
Bathtub 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 1 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet 4 Lndry Stndp 1 Clothes Wshr 0 Ice Chest 0 FIr/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 0
Use /Nature NSFR
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 $8,000.00 Plan Approval $0.00 Permit Fees $132.00
Issued By K1 e ` Date 08/15/2002
0 Permit Voided
In the performance of this work, I agree to perform all work pursuant to rules goveming the described construction.
Signature Date
Agent/Owner
Address 5575 CTY RD N PICKETT WI 54964 - 0000 Telephone Number 428 -4700 589 -2007
08/13/2002 20:35 9205893016 • ONEILL PAGE 02
Jun OS Oa 08:00. Oshkosh Inspections 920-23G-50814 p. 1
City of Oshkosh
Inspection Sir. ces Division
P O Box 1130
0
Oshkosh, WI 54903-1130
Phone: (920) 2364OSO ,T 1 r ;*•-
Pax:49201236.5064
Plumbing Permit Application
1 hereby apple fora permit to do and install the following phlnnbbnt on the ptem:ses l eteinaft t described, the work to cenforir. ;r. tn:
M State A1t:srting Code, in the performance of which, aii parties hereto Wee to and are bowed by said tqv ten
• Applicatton(s) and feels) can be brought to CITY Hall. Room 2C5 r,'r mailed to L-ts;tection Services. PO Box 1125.
Oshkosh WI 54903-1128. Commencing work without perrtitts) wttl result in fees being doubled or SI0!) 00 o!uF. etc
normal permit fee, whichever is greater.
OR
/_r' rou a e conrrorror p orrtc atirlg in rfjr Pe rnrt Pm Accevnr Svs rr', An.'• itsx.e.fafica ittr_ _losi.f. -� i , ;,r
t►' 1 ..Q.,f worts this procass_cd , r pith roue account
Job Address 2852 Montclair Dr. value
ttneiueins ;aocs and irotariatet $8 x000.00 Date 8/13/02
Owner Heartland Con. _- Contractor O'Neill Enterprises inc.
tSintle Family DDupkx (]Multi-Family []Reatal QComanercia) Dladustrial
Number of Fixtures:
bftht lS 2 Liter SMdp 1 Dens Otter. Enure Sink
Naltirlorml 'T_ thereat I _..,..�.._ _ .._
L1ij. WN: FI•. tA•/: Ste:
L.t.awry 4 Dishwasher Z Drank Fin Cates Salim — ...
:otle; 4 w iu - -
-... afro � _ Wit:. St W + Y'n
Are 1'nk t ieetrr0nnd � Ice Chest y tmeal -----
air Sink Water Satter Exam
_
— 7 —
7. Or Dram _
WSW Nu:ee Local Waste Y Seu:ry Sink Sods Dit
X!3asXfilsel ". P.M .nt CttxheaNet+r - �..-.—
Shoster 1 --�+- hand 5tnk collet Maker _„ -
^ 1 side s Prep Sink lee Maat!
MO/ than --
"' Beer Tap —_ Semi Sink Site prate
:nary Tray -^---
Claaerm Sink in. Grease Trap L pink Stu�euns Sink t;xt Grease Trap .�_ *ref Dm. , • M
Pasta Sink -_ P _. 5wnds Ike _,_
fireakrert SIt1k
sectltte•
Electric Contractor unknown Q D,Electrie gsatsllation Verification form attacbed
(If Redtaternealt
Ust / Nature of Work Plumbing
Sire Material Type Conn. Type
• J
Sanitary Sewer / 0 L ii,S
S,arm ;ewe, '
• water Sertrrce 1
i
- if
1
1 6
/ .,■ fi
Plumbing Permit Work Card
Job Address 2852 MONTCLAIR PL Permit Number 96659 Create Date 05/31/2002
Owner HEARTLAND HOMES CONST. Contractor O'NEILL ENTERPRISE INC
'' - +egory 410 - Residential- Interior Plan Value $8,000.00
.htub 1 / 2 Shower / 1 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Whirlpool 11 Floor Drain / 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0
Lavatory j - 4 Lndry Tray / 1 Local Waste / 1 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet 1 11/ Lndry Stndp / 1 Clothes Wshr 0 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 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
Water Heater 11 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 0
Use /Nature
'NSFR
of Work
Size Material Type # Conn.Type
Sanitary Sewer 0
0
0
0
0
Storm Sewer
i 0
0
0
0
Water Service 0
0
1 0
0
0
Date Type Underground Rough Ir Inspector WJ (Chip) Callies
rFAXED REQUEST.
46/2//0 -)----
Date /Time requested: 8/20/02 06:53 PM Notice Type: Telephone Number: 428 -4700
Access:
Building is open.
Ready Date/Time: 8/20/02 06:53 PM Requested By: O'NEILL ENTERPRISE INC
0 Reinspect Fee 0 Fee Waived I] Reinspect Fee Paid
q ,19/itt
\ CI ‘) 1 ) -2, 0. k (5 .‘ ,'
Plumbing Permit Work Card
Job Address 2852 MONTCLAIR PLC Permit Number 96659 Create Date 05/31/2002
Owner HEARTLAND HOMES CONST. Contractor O'NEILL ENTERPRISE INC
- - tegory 410 - Residential- Interior Plan Value $8,000.00
.thtub 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 1 Wait. St. 0 Shamp Sink 0 Coffee Maker 0
Toilet 4 Lndry Stndp 1 Clothes Wshr 0 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 0
Use /Nature
NSFR
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 i Inspector WJ (Chip) Callies
FAXED REQUEST.
/ C- ' 7/ 1 / .1
Date /Time requested: 10/28/02 04:59 PM Notice Type: Telephone Number: 428 -4700
Access:
Key in garage on top of recp located to the left of the entry door.
Ready Date/Time: 10/28/02 05:00 PM Requested By: O'NEILL ENTERPRISE INC
0 Reinspect Fee 0 Fee Waived 0 Reinspect Fee Paid
08/20/2002 18:53 9205893016 OPEILL PAGE 01
Fax Cover Letter
8/20102
Page 1 of 3
O'Neill Enterprises Inc.
Plumbing & Heating Contractors
5575 County Rd. N
Pickett WI. 54964
M.P.* 225344
Attn: Chip
From: Pat
Chip, I have enclosed a request form for 2852 Montclair St.,
we are fully roughed in except for the tub & shower valves
were on back order, hopefully they will be there before you
inspect. The builder would like to pour the basement after
the inspection is done. Thanks Pat. I am sending you the
water calc. for the same house.
Fixture Listing
Date: August 21, 2002
Name: O'NEILL ENT Project: NSFR
Street: Street: 2852 MONTCLAIR PL
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
17.6 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
a 01S
-_____:_______10%":„. --
L 0 ",,-
1(
f i)
Fixture Listing
Date: August 21, 2002
Name: ONEILL ENT Project: NSFR
Street: Street: 2852 MONTCLAIR PL
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
17.6 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
WATER DISTRIBUTION DATASHEET
Date: August 21, 2002
Name: O'NEILL ENT Project: NSFR
Street: Street: 2852 MONTCLAIR PL
City: City:
1. 19.1 Gallon per minute buiding demand, predominatly Flush Tank.
2. 47.0 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. 1.5 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 7.9 ft per sec.
4b. 4.3 Lb Loss from a 42.0 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 7.9 ft per sec.
5. 5.5 Lb loss from a 3 /4in Meter .
6. 35.7 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. 35.7 Lbs of pressure available at the Water Meter.
C. 8.0 Pressure needed at the controlling fixture. SHWR- MASTER BATH
D. 8.7 Lb loss resulting from a 20.0 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. 108.0 Ft Developed length from the 72.0 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 1 835
Maximum FT WSFU 6.5 0 18 34 62 112 270 484 776 1835
WATER DISTRIBUTION DATASHEET
Date: August 21, 2002
Name: O'NEILL ENT Project: NSFR
Street: Street: 2852 MONTCLAIR PL
City: City:
1. 19.1 Gallon per minute buiding demand, predominatly Flush Tank.
2. 47.0 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. 1.5 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 7.9 ft per sec.
4b. 4.3 Lb loss from a 42.0 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 7.9 ft per sec.
5. 5.5 Lb loss from a 3 /4in Meter .
6. 35.7 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. 35.7 Lbs of pressure available at the Water Meter.
C. 8.0 Pressure needed at the controlling fixture. SHWR- MASTER BATH
D. 8.7 Lb loss resulting from a 20.0 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. 108.0 Ft Developed length from the 72.0 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
08/20/2002 18:53 9205893016 ONEILL PAGE 03
.. • - .... 2- BGtu ---- -• 1-• Vet; '- A — sr. 4.'"'.1./... A.L
1 -BGeh 1 -Lav 1 -KS
1 -WPtub 1 -LT 1 -DW
WATER CALCULATION WORKSHEET FOR . ^ Mori t: c i a i r Street
von or JIr
INFORMATION KEQUIREO TO CALCULATE WATER SERVICE SIZE
1. Demand of building in building in gallons per minute. WSFU's 2 8 _ (GPM)_ 18.8
2. Difference In elevation from main or external pressure tank to building control valve. (feet) 2 I
3, Sins of water meter (when meter Is required) 541" 3/4 L 1" 1.1/2" — 2' larger size
4. Developed length from main or external pressure tank to building control valve. (feet; 4 2
b. Low pressure at main in street or external pressure tank. (psi)_ `7 7
CALCULATE WATER SERVICE PRESSURE LOSS
9. Low pressure at main in street or external pressure tank. (value of 5 5 above) . 45
7 Determine pressure loss due to friction in 1" inch diameter 5.04
water service. Subtract value of "7"
(Water service piping material is TYPe L Copper i
subtotal 3 9.96
8. Determine pressure loss due to elevation, . 86 B
(rnultipfy the value of 0 2 above by .434) Subtract value of '8"
9. Available pressure after the bldg. control valve. (enter in '8' below) subtotal 99. 1
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A ")
B. Available pressure after the bldg, control valve. (from '9" above) Value of 'Et" 39.1
C Pressure loss of waNr meter (when meter is required) Subtract value of `C' 5
subtotal 34. 1
O. Pressure at controlling fixture. Subtract value of 'D' 8
(Controlling fixture is Shover head )
subtotal 26.
E. Difference in elevation between the building control valve
and the controlling fixture In feet 20 x .434 psuft. Subtract value of "E 8.68
subtotal 17.4 2
F. Pressure loss due to water treatment devices, instantaneous
water heaters and !wallow prIvenlers which serve the t:;
controlling fixture, Subtract value of "F"
(Pressure lose due to _ 0 )
subtotal 17.42
•
G Developed length from budding control valve to controlling
fixture in feet 72 X 1.5 OlvIde by value of 'G" 1 ° 8
subtotal .1612 9
(Water distribution piping material is PEA /copper )
Multiply by _ 100
1 7
Ii, Pressure available for uniform loss