HomeMy WebLinkAbout2004-Plumbing #File-111-0504-P City of Oshkosh
II Inspection Services
215 Church Ave., PO Box 1130
Oshkosh, WI 54902 -1130
O.fHKQIH (920) 236 -5049 (920) 236 -5106 FAX
ON THE WATER
J & P Excavating, Inc.
May 21, 2004
3362 Scenic Drive
Oshkosh, WI 54904
Zangle & Shields, LLC (sewer and water)
Ref: Plumbing Plan Approval: 1740 Robin Ave., Oshkosh, WI
Plan ID# File- 111- 0504 -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 plumbing plans and specifications are approved contingent upon
compliance with the stipulation(s) noted below.
1. Water service shall have installed between the main and the building foundation
a required stop box valve. COMM 82.40
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.
Respectfully,
Richard Wood,
Plumbing Inspector
1
tift
APPLICATION FOR REVIEW GENERAL PLUMBING
- Complete all pages-
Of F - KO/ H
ON THE WATER
Inspection Services (920- 236 -5049) PO Box 1130 Oshkosh WI 54902 -1130
NOTE: Personal information you provide may be used for secondary Complete for confirmed appointments*:
purposes [Privacy Law s. 15.04(1Xm), Stats.]
1. Plumbing Submittal 2. Type(s) of Submittal:
Transaction ID:
check all that apply ( ) Stone /Clear Water Drain and Vent ,o
A) Outside work ONLY GAWater Supply System t / -1/1 C.) 0 _ /
B) Contains one or more: ( ) Sanitary Drain and Vent
( ) Cross Connection Control ( ) New ( ) Alteration -
Assembly ( ) Addition ( ) Petition
( ) Catch Basin/Oil interceptor ( ) Revision to Previously App. Plan
( ) Grease Interceptor Plan No. Revised y
( ) Chemical Waste System ( ) Multiple Buildings
() Sanitary Dump Station Number of Buildings
C) Total Number of Fixtures in ( ) Health Care Facility •
Project/Building Complete last page of this form for •
() 1 -30 ( ) 201 -250 multiple buildings or cross connection
() 31 -50 () 251 -300 assemblies
() 51 -100 () 301 -350
( ) 101 -150 ( ) 351 -400 3. Project Information - Fill in all known in o •
0151 -200 O 401 -500 ProjecUSite N ame 5 sue t N-ti t% S e.- ale-e. '
( ) More than 500 fixtures- /
Total number Number & Street: /730 d /7 2 tv j,' ,4
D) ( ) Project is Apartment/
Condo only Legal Description:
E) ( ) Project contains identical .
.
Buildings. Number of County (/` / el H / d I (,O City ( ) Village ( ) Town of 05 N Ac 4
identical buildings Tenant name or building ignation: Example: West Mall/Jim's Shoes, Bldg #1
F) ( ) Structure is greater than
3 stones in height.
G) ( ) Manufactured Home Tenant or building address Zip Code
Community and/or Campground
( ) Less than 50 sites for sewer
( ) Less than 50 sites for water 4. After plans are reviewed, please: (check all that apply)
( ) More than 50 sites for sewer _ Cap Customer 1, 2, 3, 4 (circle number) *Refers to customers listed below
( ) More than 50 sites for water _ Requesting party will pick up.
X
Mail plans to custome6 2, 3, 4 (circle number)*
5. Complete the following designer /owner /requesting information. Utilize the check boxes when designer, owner or requesting party is the
same to avoid re. - atin, Information.
:� . ��i_ f �� ,(r �+ "- �4aLl .a. ...,, _ ... 2 ... € ,� -��s` ��'�:: :�� �� i ':' �' � . a `�. r : � � .,.,.. <. <.b.a1,
First ry SCName K�s/ er Custom Number First Name Last Name Customer Numbe
plc, � t4rm
Company Name / Company Name •
.1 P �xc ,�.,,. .Lt, e_ Address
'' / 3 G Z .5c e,. : ` / e
City V S t" k a 5 '1 i.t. to 7 7G (9 ts) City State Zip+4 (9 digits)
0 r'
Phone N mber ( code) Fax Internet Phone Number (area code) Fax or Internet
(9 Z 3 S 9 7 s
Check others if applicable Check others if applicable
( ) Owner ( /Payer ( ) Requesting party ( ) Owner ( ) Payer
n ... ■W ' ' r .s. - ...5. : .- ..:. ,;....a.. .n Y:J :. M a'I l c; .- tOlilf". :' .-. > -, • ff W� ti
First Name Last Name N First Name Last Name Customer Num.
24„gae 3 k{4
Company Name Company Name
Address Address
•
City State Zip +4 (9 digits) City State Zip +4 (9 digits)
Phone Number (area code) Fax or Internet Phone Number (area code) Fax or Internet
Check others if applicable Check others if applicable
( ) Payer ( ) Payer Other
Make checks payable to City of Oshkosh, Attach check here I Total amount due, Review code 7657 $
THIS FORM IS VALID ONLY FROM 01/01/2001 to 06/30/2002
6. Regulated Object Type Details Complete information requested where applicable.
Sanitary Drain and Vent System Water Supply System Storm & Clear Water Drain and Vent System
Total Number of Fixtures Total Number of Fixtures Total Number of Fixtures
Number of: System Components
Grease Interceptors (check all that apply) Number of:
Garage Catch Basins
Oil Interceptors ( ) Water Service Catch Basins
O
O
Car Wash Interceptors ( ) Water Distribution System Area Drain inlets
Sanitary Dump Stations ( ) Private Water Main Roof Drains
Controlled Flow Roof Drain? ( ) Yes ( ) No
System Components
(check all that apply) System Components
( ) Building Sewer (check all that apply)
( ) Interior Drain and Vent Piping ( ) Building Sewer
( ) Private Interceptor Main Sewer ( ) Interior Drain and Vent Piping
( ) Private Interceptor Main Sewer
Note: Complete last page of this form for Cross Connection Control Assemblies
7. Calculation of Fees Re • uired. Check a• . • • date box and make fee corn . utation.
( ) Sanitary Building Sewer Only (no drain & vent)
Sum of Sanitary Sewer Diameters.. /2. Inches x $25.00 3 07) N'
( ) Sanitary Drain & Vent, with or w/o Sanitary Building Sewer Sum of Sanitary Sewer Diameters.. Inches x $40.00, or
for multiple sewer connections serving a single building the
fee may be calculated per Comm 2.64 (3)(a)
( ) Sanitary Private Interceptor Main Sewer Sum of Largest Diameters... Inches x $25.00 li
(X..) Building Water Service Only (no water distribution system) Sum of Water Service Diameters... it Inches x $25.00 /Qb
( ) Water Distribution System with or w/o Water Service Sum of Water Service Diameters.. inches x $40.00, or
for multiple water service connections serving a single
building the fee may be calculated per Comm 2.64 (3)(b)
( ) Private Water Main Sum of Water Main Diameters..._ Inches x $25.00
( ) Building Storm and Clear Water Drain System Sum of Storm Sewer Diameters.. Inches x $10.00, or
for multiple sewer discharge points for a single site the fee
may be calculated per Comm 2.64 (3Xc)
( ) Storm Private Interceptor Main Sewer Sum of Largest Diameters... Inches x $10.00
( ) Reduced Pressure Principle Backflow Preventer Number of Assemblies _ x $125.00
( ) Reduced Pressure Detector Backflow Preventer Number of Assemblies x $125.00
( ) Back Siphonage Badkflow Vacuum Breaker Number of Assemblies _ x $125.00
( ) Pressure Vacuum Breaker Number of Assemblies _ x $125.00
( ) Grease Interceptor '(See Note Below) Number of Grease Interceptors... _ x $70.00
( ) Chemical Waste System *(See Note Below) Number of Chemical Waste Systems... x $70.00
( ) Garage Catch Basin ' (See Note Below) Number of Garage Catch Basins... x $70.00 -
( ) Oil Interceptor * (See Note Below) Number of Oil Interceptors... _x $70.00
( ) Car Wash Interceptor * (See Note Below) Number of Car Wash Interceptors.._x $70.00
( ) Sanitary Dump Station.' (See Note Below) Number of Sanitary Dump Stations.._x $70.00
( ) Petition for Variance included (Attach Form SBD -9890) Number of Petitions induded... x $225.00
( ) Revision to previously Approved plans $75.00 Required
( ) Experimental Plumbing System Number of Experimental Plumbing Systems... x $500.00
( ) Alternate Plumbing System Number of Alternate Plumbing Systems... x $400.00
Mi9.04 i me a r § �, 44p0 g
s N
� omfnu , • Berea lona " `Com
1 -25 Sites $300.00 51 -125 Sites $400,00
26-50 Sites $350.00 Greater than 125 $500.00
' NOTE * No additional fees are required if submitted with sanitary drain and vent system.
Priority reviews are double the above fees. Prior approval from a section chief is required for a priority review. If
approval is granted the priority will be reviewed within 5 days of receipt.
Enter Total Fee (Minimum $60.00) here and at bottom of front page Ira)
1 ,
8. EXAMINATION FEES FOR ADDITIONS AND REMODELING
When new or relocated fixtures are connected to existing piping, the fee shall be determined as follows:
A. Sanitary Building Exterior, Drain, and Vent C. Building Water Distribution System
1. Total all of the drainage fixture units that are being added or 1. Total all of the water supply fixture units that
relocated using Table 82.30 -1, Ch. Comm 82. are being added or relocated, using Comm
2. Refer to Table 82.30 -2, Ch. Comm 82, and determine the Tables 82.40 -1 and 2, and convert to gallons
horizontal drain size that would be required if all new or Tar minute (GPM) in accordance with Comm
,- Table 82.40 -3.
relocated fixtures discharged through one pipe. 2. The fees shall be determined in accordance
3. Use that pipe size to determine fee based on the appropriate with the GPM demand of the new or relocated
line. fixtures as specified in Comm Table 2.64 -2.
B. Building Storm Sewer and Drainage System
1. Total each different type of area that the new or relocated drains Comm Table 2.64 -2
serve and convert to GPM using Tables 82.36 -1,2, and 3. Ch. GPM Fee
Comm 82. To this add the GPM discharge from any added or 1 to 6 $20.00
relocated clear water drains located inside the building. 7 to 12 $30.00
2. Refer to Table 82.36 -4, Ch. Comm 82, using the column for 13 to 21 $40.00
1 /4 " /ft. pitch, determine the horizontal drain size that would be 22 to 31 $50.00
required if all new or relocated fixtures discharged through one 32 to 46 $60.00
pipe. 47 to 77 $80.00
3. Use that pipe size to determine the fee based on the appropriate 78 to 119 $100.00
line. 120 to 170 $120.00
171 to 298 $140.00
9. Agent Municipalities (See Comm 82.20 for agent plan submittals.)
Appleton Greenfield Madison Oshkosh
Eau Claire Janesville Milwaukee Racine
Green Bay Kenosha Oak Creek Sheboygan
10. PLAN SUBMITTAL SHALL INCLUDE THE FOLLOWING IN ACCORD WITH CODE SECTION Comm 82.20.
One complete set of plans and specifications (including materials and fixtures) with one additional copy (maximum of five) of all
plumbing drawings.
Plans shall include:
1. Plot plan showing sanitary and /or storm sewer and water.
2. Floor plan showing horizontal drains, water distribution lines, and all fixtures and equipment to be installed.
3. 30/6Q° isometric diagrams of the drain, vent and water distribution systems.
4. Complete water calculations in accord with s. Comm 82.40 (7).
5. Complete storm drain sizing calculations in accordance with s. Comm 82.36 (5).
6. Remodeling or additions shall include existing bads.
7. Water Quality Management Letter if required by s. Comm 82.20 (4)(c).
8. All plans must be properly signed as Comm 82.20 (4)(d). Plans involving more than one sheet must be BOUND into sets.
•
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WATER CALCULATION WORKSHEET FOR TO $ 1 NI La w<� or< Pft0ACT
I INFORMATION REQUIRED TO CALCULA f i_ n..' c....mewl s* oemr
1. Demand ef biftding in bulling in gallons per minute. WSFU's –710 _ (GPM) 3
(
2. Difference In elevation from rein or external pressure to building control valve. (feet)
3. Sae of water meter (when meter Is required) sir , 2 _,, huger sae _ __,
4. Developed length from main or extemal pressure tank to building control valve. (feet) ...1.P–
5. Low pressure et main in ab'eet or exctemal pressure tank. (gel) S'5
CALCULATE WATER SERVICE PRESSURE LOSS
6. Low pressure at mein in street or external pressure tank. (value of # 5 above)
7. Determbie pressure loss due to friction in 2. inch diameter 1 1
water oO Subtract value of 7'
(Water service piping matenai is ToL`t rf NJcr ) subtotal 743
6. Determine pressure loss due to elevation, Subtract value of "6'
(multiply the value of *2 above by .434)
9. Available pressure after the bldg. control valve. (enter in "t3' below)
subtotal 5'7' I
CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A")
B. Available pressure after the bldg. control valve. (from '9' above)
Value of 13" 5- c i
C. Pressure loss of water meter (when meter is required) Subtract value of 'C' — _
subtotal 57
D. Pressure at controlling fixture. N Subtract value of "D" 2 � . d
�� /51— i
(Controlling fixture Is 2 subtotal 37 9
E. Difference in elevation between the building control valve Subtract value of "E" 7
and the controlling fixture In feet I 1 X .434 psilft
subtotal 33. 1 3
F. Pre.%ure loss due to water treatment devices, instantaneous
water heaters and backAow preventers which serve the Subtract value of "F'
controlling
(Prere loss due to )
subtotal 33. 13
G. Developed length frgm building control valve to controlling Divide by value of "G° 5 Co
fixture in feet 16 X 1.5
subtotal . Z 1
(Water distribution piping material Is C.PNG ) Multiply by 100
^ ^ A. Pressure available for uniform loss " ` 2. 1
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