HomeMy WebLinkAboutPlumbing FIL-288-1107-P
.
O'SHKOSH
ON THE WATER
Oshkosh Plan Approval Form
Job Address
570 N MAIN ST
Approval Number
2215
Approval Type Plumbing
Submitter's Name Koch Plumbing
Address
Plan FIL-288-1107-P
Owner Name
SCHMIEDEL ENTERPRISES LLC
Address 222 OHIO ST
OSHKOSH
WI
54902
5825
Type of Plan Interior grease trap serving kitchen at new pool hall and bar
Fee
$70.00
Date Received
12106/2007
Date Approved 1217/2007
~
OJHKOJH
City of Oshkosh
Inspection Services
215 Church Ave., PO Box 1130
Oshkosh, VVI 54902-1130
(920) 236-5052 (920) 236-5184 FAX
ON THE WATER
December 7, 2007
Koch Plumbing Inc.
2005 Doty St.
Oshkosh, WI. 54902
Ref: Plumbing Plan Approval:
Varsity Club-Interior Grease Trap
570 N Main St, Oshkosh, WI
Plan ID# FILE-288-1107-P
Dear Sirs,
Examination of the plumbing plans and specifications for this project has been completed. In
accord with Chapter 145, Wisconsin Statute, and COMM 81 through 85, Wisconsin
Administrative Code, the plumbil1~pJans and specifications are approved contingentupon
compliance with the stipulation(s) 'noted below.
1. Compartments of 4-compartment scullery sink shall be labeled and approved by
Oshkosh Municipal Health Department per MC Section 15.
In the event installation of this plumbing system has not commenced within two years from this
date, this approval shall become void. A new application accompanied by full examination
fees shall be filed and an updated approval received before work may commence.
In granting this approval, the City of Oshkosh or its representative does not hold itself liable for
any defects in plans or specifications, plan omissions, examination oversight, construction or
any damage that may result in or after installation. The City of Oshkosh reserves the right to
order changes or additions should conditions arise making this necessary.
It shall be necessary for the installing plumber to obtain a plumbing permit from the City of
Oshkosh before proceeding with actual installation of this plumbing system or any of its parts.
Respectfu IIy,
Paul Wolf,
Plumbing Inspector
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GENERAL PLUMBING
PLAN APPROVAL APPLICATION
Plan reYIews should Ile scheduled plior
to SUbllllUal. You may contact one of the
ofIiCeS listicIllel_.
Wisconsin Department of Industry,
Labor and Human Relations
Saf~ty and Buildings Division
Phone (608)266-3815
TOO (608)264-8777
INSTRUCnONS: This form is required with each general plumbing plan submittal. Please complete both sides. Type or print clearly. Examinatior.
fees, as determined on this form, must accompany submittal. Data required in submittal is de~ribed on .the reverse side of form.
The information you provide may be used by other government agency programs [Privacy Law, 5.15.04(1 )(m)).
1. PROJECT INFORMATION
Name of submitting party (plans returned to same)
C 1\.\' \(O<;..'A :I.N. U ~
Street & no.
1..005 \.)D"" '/ C::, ,\'a iii e. r
City
State
Zip
D~" K.O~H
wr...
Sqq 02-
Telephone no. (include area code)
qZo - 2..'bS -C'2..S:l..
2. PLANS FOR:
Offlce Fees are pursuant to Wis. Admin. Code, Chapter ILHR 2, and may be subject to change annuaUy.
g: 3. THIS APPLICATION FOR: FEE COMPUTATIONS
Check appropriate box(es) (See reverse side for additions/remodeling fees)
o Sanitary Building Sewer Only (no drain and vent) .............................. Sum of Sanitary Sewer Diameters ....... '-- Inches X $20.00
o Sanitary Drain and Vent. with or wlo Sanitary Building Sewer ........... Sum of Sanitary Sewer Diameters ....... ___ Inches x $35.00
o Sanitary Private Interceptor Main Sewer ............................................. Sum of Largest Diameters .................... _ Inches x $20.00
D Building Water Service Only (no water distribution system) .............. Sum of Water Service Diameters ......... _ Inches x $20.00 =
o Water Distribution System with or wlo Water Service ......................... Sum of Water Service Diameters ......... _ Inches x ~5.oo
o Private Water Main ........................................,...............................:...... Sum of Water Main Diameters .......".... _ Inches,x $20.00
o Building Storm and Clear Water Dra,in System ................................... Sum of Storm Sewer ~eters ........... _ Inches x $ 8.@
D Slorm Private Interceptor Main Sewer ................................................ Sum of Largest Diameters .................... _ Inches x $ 8.00 =
D. Conlrolllld RC!Of Drainage System (Does Not Include Conventional Building Storm Piping) .............................. $60.00 Required ............ =
o Reduced Pressure Principle Backflow Preventllr ................................ Number of Valves ....,.............'m..'........ _ X $110.00 ............ =
o Reduced Pressure Detector Assembly ................................................ Number of Valves .........:........................ _ x $110.00 ............ =
o Pressure Vacuum Breaker .......................,........................................... Number of Valves ................................. _ x $110.00 ............ =
fZl Grease Interceptor * (See Note Below) .............m............................ Number of Grease Interceptors ............ l lC~O /.f2..:qQ =
o Chemical Waste System * (See Note Below) .................................. Number of Chemical Waste Systems.. _ x $60.00 .............. =
o Garage Catch Basin * (See Note Below) .....m................................. Number of Garage Catch Basins ......... _ x $60.00 .............. =
o Oillnterceplor * (See Note Balow) m......................................~......... Number of Oil Interceptors ................... _ x $60.00 .............. =
o Car Wash Interceptor * (See Note Below) ....................................... Number of Car Wash Interceptors ....... _ x $60.00 .............. =
o Sanitary Dump Slalion * (See Note Below) ...................................... Number of S~nitary Dump Stations ...... _ x $60.00 .............. =
o Mobile Home Pa.rks and Campground/Recreational Vehicle Parks... 1-25 Sites $250.00 26-50 Sites $300.00
51-125 Sites $350.00 Over 125 Sites $400.00............................ -
System (Minimum S225.-Calculate Fee in Accord with ITEM 8 - See R.e'(e~e Sid.e. of.thi~form) ........................ ..":... .
m.............. 5225. ...........................................................m................................. =
~. . ........................................................................................................... SUBTOTAL =
o Priority Review ...........,lEtmO.......ZOO...........................m......................................:...........~............, Double subtotal amount for priOrity =
* NOTE * No additional fee requireCf U SUbmlued with sanitary drain and vent system . TOTAl FEE (Minimum $60.) =
24
25
27
28
37
38
39
40
o New building
~. Addition or remodel
Plan review appointment date
Plan identification number
F ,'/(..' ;) q-g - !/{)7- P
LLV 10
o Revision to plumbing plan no.
(A revision involves five. or fewer. fixt!lres)
2a. Fee for revisions - S60.
Project name
\~~ VAt2.~~\'t
Projecllocation - street & no.
r:I1t:>. M, tJ\A"t.N ~T1itEe:r
City '181
Village D OF: O~t\ \lO~H
Town 0
Plumbing designer
C.IA'fZ.bNGE Ko,H
Owners name Telephone no. (include area coce
S fSR..S M'l W €c:. T' (00-0 .. lP (QCl ~ oc:t 15
Street & no. (current address)
I~ \).)~QLA~Q A.v~
City O!:::.~V-b~
County
W-,o.Jl\JeeA~D
Telephone no. (include area coce
State
Zip
S~'\O\
~
4. FEE SUBMITrEC:
j~O
lO,oJ
JI.
ell
./P 70, c)(J
O<.."hd p~ A,:-L N/'+
Safety & Buildings Safety & Buildings
1340 E. Green Bay St, #300 401 PilOI Court. Suite C
S~o,VVlf54t&6 VVauk8$ha.VVI531S8
Phone (715) 524-3627 Phone (414) 548-8606
FAX {715} 524-3633 FAX (414) 548-8614
I tc<)i)rre{;J/<^ Ji.tel' '\
l (U J tv!J )
L- . I f-
COMMUNITY DEVELOPMENT
Safety & Buildings '.. INSP,ECSlteil! ~EbSil\1l00fS DIVISIO~afety & Buildings
209 W;'Fil'sl Streel. HwY ~ 2226 Rose .Stre~t 201 E. Washington Ave., rm 141
Rt. 8. Box 8072 laCroSse. WI 54603 P.O. Box 7969
Hayward. WI 54843 Phone (608) 785-9352 Madisol'l. WI 53707-7969
Phone (715) 634-4804 FAX (608) 785-9330 Phone (608) 267-2423
FAX (715) 634-5150 FAX (608) 267-0592
--...-......-- -... -.,;:...~......--... ......""..
S. ENCLOSURES ..t,.
o Enclosed D Under separate cover, please find the following;
~ Two sets of plans and D Three sets 01 plans and D One set of specifications
Check number 2J1 ~9 In the amount of b~~o Written by: "'O~ \)\\)'N'\\;;\~,
MA.KJ; ALL CHECKS PAYABLE TO DILHR, SAFETY & BUILDINGS DIVISION.
6.. BACKFLOW PREVENTER DATA; Reduced Pressure Principle Backflow Preventer, Reduced Pressure Detector Assembly, Pressure Vacuum .Breake~.
Indicate valve size. manufacturer, model no., and local ion in building (room no., elc.) for each valve. Attach additional sheets if necessary.
1.
3.
2.
7. PLAN SUBMITTAL SHALL INCLUDE THE FOLLOWING IN ACCORD WITH CODe seCTION ILHR 82.20.
A. One complete set of plans and specifications (including materials and fixtures) with one additional copy of all plumbing drawings.
Plans shall include;
1. Plot plan showing sanitary and/or storm sewer and water.
5. Complete storm drain sizing calculations in accordance with
s ILHR 82.36(5).
2. Floor plan showing horizontal drains, water distribution
mains, and a/l fixtures and equipment to be installed.
3. 600 isometric/riser diagrams of the drain, vent and water distribution
systems, with pipe sizes and fixture unit loads shown.
6. Remodeling or additions shall include existing loads.
7. Water Quality Management Letter if required by s. ILHR
82.20(4)(c).
4. Complete water calculations in accord with s. .ILH.R 82.40(7).
8. All plans must be properly signed as per ILHR 82.20(4)(d) & (e).
B. EXAMINATION FEES FOR ADDITIONS AND REMODEUNG.
When new or relocated fixtures are connected to existing piping iOl~ide a building, the fee shall be determined as follows:
A. Sanitary Building Sewer, Drain ancfVent.
C. Building WaterDistiiblJticin System
1. Total all of the drainage fixture units that are being added or
relocated using Table 82.30-1, Chapter IL.HR 82.
1. Total all of the water supply fixture units that are
being added or reloCated, using'lLHATables
82.40-1 and 2, aild converltogallons per
minute (GPM)in accoraance'with II:'HR Table
82.40-3.
2. Refer to Table 82.30-2. Chapter ILHR 82, and determine the
horizontal drain size that would be required if all new or relocated
fixtures dischargec:i through one pipe.
3. Use that pipe size to determine fee based on line 21 on the front of
this form.
2. The fees shall be determined in accordance
with the GPM'demand of the new or relocated
fixtures as specified in ILHR Table 2.64-2.
B. Building Storm Sewer and Drainage System:
1. Total each different type of area that the new or relocated
drains serve and convert to GPM usirig Tables 82.36-1, 2.
and 3, Chapter ILHR 82. To this add the GPM discllarge
from any added or relocated clear water drains located
inside the building.
ILHR Table 2.64-2
GPM
FEE
2. Refer to Table 82.36-4, Chapter ILHR 82. using the
column for 1/4"/ft. pitch, determine the horizontal drain
size that would be required if all new or relocated fixtures
discharged through one pipe.
1 - 6.............$17.00
7 - 12.............$26.00
13 - 21 ............. $35.00
22 - 31 ............. $43.00
32 - 46 ....,........ $52.00
47 n ............. $70.00
78 - 119.............$87.00
120 - 170...........$105.00
171 - 298 ........... $122.00
3. Use that pipe size to determine the fee based on line 27
o.n the front of .this form.
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SBOW-61S4(R.03Ill5)