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Home My WebLink About0119331-Plumbing G OSHKOSH ON THE WATER Job Address 75 DAWES ST CITY OF OSHKOSH No 119331 PLUMBING PERMIT - APPLICATION AND RECORD Contractor MARSHALL PLUMBING Bathtub Whirlpool Lavatory Toilet Res. Sink Bar Sink Water Heater Site Drain Roof Drain Misc. Fixtures 6 Shower Floor Drain 18 LndryTray 18 Disposal 6 Dishwasher Sump Pump 6 Classrm Sink Breakrm Sink Ejector/Grind 1 HOSE BIBB 6 WaterSoftner 6 Local Waste Clothes Wshr Bidet 6 BeerTap Lab Sink Sterilizer Dip Well Drink Ftn Owner TRI STAR liVING Create Date 05/04/2006 Plan G2-184-0506-P Category 410- Residential-Interior WaitSt Ice Chest 6 Exam Sink Sculry Sink Hand Sink Plaster Sink Surgeons Sink F Prep Sink Serv Sink Shamp Sink ~ FlrlWst Sink Catch Basin Wash Ftn Urinal Standp Rec Ice Maker Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap ~ RPZ Valve Eye Wash Statn 12 WtrSewerMtrs Deduct Meters Wtr Usage Mtrs NEW MULTI FAMILY 6-UNIT TOWNHOUSE INTERIOR PLUMBING, SANITARY AND WATER LATERALS. Size Material Type # Conn. Type Sanitary Sewer 4" Plastic Lateral 1 New Storm Sewer Water Service 1-112" Copper Lateral 1 New Parcelld # 0102430000 Use/Nature of Work Valuation Issued By $74,000.00 Plan Approval $0.00 Permit Fees $737.00 0 Permit Voided I Date 05/04/2006 In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement holder(s) and to secure any necessary approvals before starting such activity. Signature Date Address N2026 29TH LN Agent/Owner REDGRANITE WI 54970 - 0000 Telephone Number 361-4846 To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not performed within two business days from the time the project is ready. .~ OJHKOfH City of Oshkosh Inspection Services 215 Church Ave., PO Box 1130 Oshkosh, WI 54902-1130 (920) 236-5049 (920) 236-5106 FAX ON THE WATER May 4, 2006 Marshall & Son Plumbing N2026 29th Lane Redgranite, WI 54970-8562 Parcel F LLC (6-unit townhouse) Ref: Plumbing Plan Approval: .-75-0ã'Weš"SrOsokoso, WI 54901 Plâi1lD# Filê:G2~184~O506-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. A cleanout shall be provided near the junction of a building drain and a building sewer. The cleanout shall be located within 5 feet of where the building drain and the building sewer connect. COMM 82.35 (3)(e) 2. All gravity horizontal drains within or under a building shall be accessible through a cleanout. The developed length of drain piping between cleanouts may not exceed 75 feet. Comm 82.35(3)(a) 3. Storm building sewers 12" or larger in diameter shall be provided with manholes or storm drain inlets with an inside diameter of at least 36". Comm 82.35(3)(c)2 4. Minimum diameters and maximum length if individual, common, branch, and circuit vents and vent headers shall be sized from Table 82.31-3. Comm 82.31(14) 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, Paul Wolf, Plumbing Inspector e. O~,HKOSH ON THE WATER Oshkosh Plan Approval Form Job Address 75 DAWES ST Approval Number 1607 Approval Type Plumbing Plan G2-184-0506-P Submitter's Name MARSHALL PLUMBING Address N2026 29TH LANE REDGRANITE WI 54970 8562 Owner Name TRI STAR liVING Address 51051 AH MAYTAH RD Oshkosh WI 54901 Type of Plan 6-UNIT TOWNHOUSE Fee $220.00 Date Received 05/04/2006 Date Approved 5/4/2006 WATER DISTRIBUTION DATASHEET Date: May 4, 2006 Name: MARSHALL PLUMBING Project: 6-UNITTOWNHOUSE Street: 75 DAWES ST Street: N2026 29TH LN City: REDGRANITE City: OSHKOSH I. ~ Gallon per minute buiding demand, predominatly Flush Tan1<- 2. ~ Low pressure at the Main in Street. 3. --2:!! Lb loss ITom a 7:Q ft difference in elevation ITom Main in Street to the Water Meter. 4a.--21 Lb loss ITom a 70.0 ft I 1/2" Copper Tube Type L ASTM B88 water service ITom the Main in Street to the Water Meter. Pressure loss detemined using a C value of 130, inside diameter of 1.505 and a velocity of 7.4 ft per sec. 4b.~ No 2nd part water lateral. 5.~ LblossITomalinMeter 6. ~ Lbs of pressure available at the Water Meter. This value is entered in (8) below. The (A) value listed below is determined by using the following formula, then rounding the result up. A~ B-(C+;;+E) x 100 A. ~ 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. PB TIS VALVE D. ~ Lb loss resulting ITom a 00000 ft difference in elevation ITom the Water Meter to the controlling fixture. E. ~ Lb pressure loss due to a no pressure loss devices serving the controlling fIXture. F. 126.0 Ft Developed length ITom the 84.0 ft actual length of piping ITom the Water Meter to the controlling fixture. Maxhmun Allowable load for Copper Tnbe Type L, ASTM B88 Nominal Size 1/2 5/8 3/4 I 11/4 I 1/2 2 21/2 3 4 Actual I. D. .545 0 .785 1.025 1.265 1.505 1.985 2.465 2.945 3.905 Value ofC 130 130 130 130 130 130 130 130 130 130 Velocity in ftper sec. 8 8 8 8 8 8 8 8 8 8 Maxhnum Gpm 4.5 0 12 20.5 31 44 77 119 169 298 Maximum PM WSFU 0 0 4.5 7 IS 36 136 356 692 1787 Maximum FT WSFU 5 0 16.5 31 57 106 260 470 747 1787 Fixture Listing Date: May 4, 2006 Name: MARSHALL PLUMBING Project: 6-UNIT TOWNHOUSE Street: 75 DAWES ST Street: N2026 29TH LN City: REDGRANITE City: OSHKOSH Non Public Use Fixtures 6 Automatic Clothes Washer 6.00 6.00 9.00 6 Dishwashing Machine 6.00 .00 6.00 1 Hose Bib, 1/2" diameter .00 3.00 3.00 6 Kitchen Sink 6.00 6.00 9.00 6 Lavatory 3.00 3.00 6.00 6 Water Closet, gravity type flush tank .00 12.00 12.00 6 Bathtub, lavatory and water closet - FT gronp 12.00 21.00 24.00 6 Shower Stall, lavatory and water closet FT - group 9.00 18.00 21.00 Hot Cold Total Total Water Snpply Fixture Units 42.00 69.00 90.00 41.0 Gallon per minute demand of the building. PredominatlyFlush Tank 17.7 Pressure available for uniform loss. For the table use - 18.0 Maximnn Allowable load for Copper Tnbe Type L, ASTM B88 Nominal Size 1/2 5/8 3/4 I 11/4 1 1/2 2 21/2 3 4 Actual I. D. .545 0 .785 1.025 1.265 1.505 1.985 2.465 2.945 3.905 Value ofC 130 130 130 130 130 130 130 130 130 130 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 4.5 0 12 20.5 31 44 77 119 169 298 Maximum FM WSFU 0 0 4.5 7 15 36 136 356 692 1787 Maximum FT WSFU 5 0 16.5 31 57 106 260 470 747 1787 WATER DISTRIBUTION DATASHEET Date: May 4, 2006 Name: MARSHALL PLUMBING Project: 6-UNlT TOWNHOUSE Street: 75 DAWES ST Street: N202629THLN City: REDGRANITE City: OSHKOSH I. ~ Gallon per minute buiding demand, predominatly Flush Tank. 2. ~ Low pressure at the Main in Street. 3. --2:!! Lb loss ITom a 7:Q ft difference in elevation ITom Main in Street to the Water Meter. 4"--21 Lb loss ITom a 70.0 ft I 1/2" Copper Tube Type L ASTM B88 water service ITom the Main in Street to the Water Meter. Pressure loss detemined using a C value of 130, inside diameter of 1.505 and a velocity of 7.4 ft per sec. 4b.~ No 2nd part water lateral. 5. ~ Lb loss ITom a !in Meter 6. ~ Lbs of pressure available at the Water Meter. This value is entered in (8) below. The (A) value listed below is determined by using the following fonnula, then rounding the result up. A = B-(C+:;+E) x 100 A. ----1.!! Pressure available for unifonn loss (psi/I 00 feet ofpipe). B. ~ Lbs of pressure available at the Water Meter. C. -.1Q.,Q Pressure needed at the controlling fixture. PB TIS VALVE D. ~ Lb loss resulting ITom a 00000 ft difference in elevation ITom the Water Meter to the controlling fixture. E. ~ Lb pressure loss due to a no pressure loss devices serving the controlling fixture. F. 126.0 Ft Developed length ITom the 84.0 ft actual length of piping ITom the Water Meter to the controlling fIXture. MaJdmun Allowable load for Crosslinked Polyethylene (pex) Tubing ASTM F876 Nominal Size 1/2 5/8 3/4 I 11/4 I 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 3.5 6.5 9 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 56 0 0 0 Maximum FT WSFU 3.5 8 11.5 21.5 35 57 140 0 0 0 Fixture Listing Date: May 4, 2006 Name: MARSHALL PLUMBING Project: 6-UNlT TOWNHOUSE Street: N2026 29TH LN Street: 75 DAWES ST City: REDGRANITE City: OSHKOSH Non Public Use Fixtures 6 Automatic Clothes Washer 6.00 6.00 9.00 6 Dishwashing Machine 6.00 .00 6.00 1 Hose Bib, 112" diameter .00 3.00 3.00 6 Kitchen Sink 6.00 6.00 9.00 6 Lavatory 3.00 3.00 6.00 6 Water Closet, gravity type flush tank .00 12.00 12.00 6 Bathtub, lavatory and water closet - FT group 12.00 21.00 24.00 6 Shower Stall, lavatory and water closet FT - gronp 9.00 18.00 21.00 Hot Cold Total Total Water Supply Fixture Units 42.00 69.00 90.00 41.0 Gallon per minute demand of the building. Predominatly Flush Tank 17.7 Pressure available for uniform loss. For the table use - 18.0 Maximun Allowable load for Crosslinked Polyethylene (Pex) Tnbing ASTM F876 Nominal Size 1/2 5/8 3/4 I 11/4 1112 2 2112 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 3.5 6.5 9 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 56 0 0 0 Maximum FT WSFU 3.5 8 11.5 21.5 35 57 140 0 0 0 - ~ w. "1:.'J~., ') 0»0 , 'WATERCALCULATlONWORKSHEETFORJA:eL.t:L F LLC.. , ,; NAMËlAOORESS OF PROJECr L;;--'T (p I INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE 1. 2, 3. 4. 5, ¡ WSFU's q 0 = (GPM) ~ Difference in elevation from main or external pressure tank to building control valve. (feet) ~ SiZe of the water meter. (When applicable) 5/S" ~ 314" ¿{, 1" ~1-112" ~ 2" ~ 3" ~ 4" ~ 6" -' Developed length from main or extemal pressure tank to building control valve. (feet) 'ì 0 Low pressure at main in street or extemal pressure tank. (psig) ~ Demand of building in gallons per minute. CALCULATE WATER SERVICE PRESSURE LOSS 6. 7. Low pressure at main in street or ex!emal pressure tank. (value of # 5 above) Water service dïa.meter is ¡ y~ < Material is ~ plZ:- L . Pr~!lure loss' per 100ft= -1::2... psi. X~(decimal equiva ent of service length, i.e.'; 65ft = .65) (Subtract line 7. from line 6.) subtotal 8. Determine pressure gain or loss due to elevation, (multiply the value of # 2 above by .434) value of "S" 9. Available pfessUrl! after the bldg. contrQI valve. (Subtract or ~d URea. Enter in "B".) subtotal CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A") B. C. Available pressure after the bldg. control valve. (from "go abovef' Value of"B" Pressure loss of water meter (when meter is required or installed) Value of "C" . ¡ I bf'i'- r 'S G-rh ¡ (Subtract line C. from line B,) subtotal D. Pressure at controlling fixture. 1: /1\ (Controlling fixture is -' ~",éJ"'-'...e' ., uß Value of"D" subtotal "3 I ,'f" Value of"E" ì .c>_- subtotal 2.4)3 Value of "F" '-- subtotal Z4~ ~ Developed lenglb !fm building control valve to controlling fixture in feet é3, X 1.5 Value of"G" ~ D (Divide by the value of G.) subtotal . i 9") (Water distribution piping material is I c.x. ) f'.:, p -- I , 11'("..- ) (Subtract the value of D.) E. Difference in elevation between the,building control valve and the controlling fixture in feet ~ X .434 psilft. (Subtract the value of E.) F. Pressure loss due to water treatment devices, instantaneous water heaters and backflow preventers which~erve the controlling fIXture. (Pressure loss due to ) (Subtract the value of F.) G. Multiply by A. Pressure available for uniform loss "A" = Sao-6479(R8/O2) ( ~oz.) bÖ -4 ,,7..-; S5~ß '5.°- .ç;z",,'O 9Æ 1-0 5.1 ,iš ?P~D ---1.QL L:Ll. ß~/-r ß(;/t; I.¡. lue.- L W FD l:-~ DI-v /118. S Ur~ IT C iOu¡,,~ Lv"""'"f\L. !o ,10 4 f '3 'Z -z -z - ""2. (p 'Z~ ><-s ,:-7BDFV '2 b ;.(. ~'% t 56 Dl=v 1...-I./tyTZ"-rz:, 4 '$~ ~ L... . ¡ . ,¡1¡L. . . . 117- 1 14~ / J = 'I J )- 7.. ~ ') /.d\' ~ ~/ uL.i" 'i-Ij /7 ' 1- /' 14~x1r43~Z6bP~ t¡ b . ':> :. '1--.7 &- f!VI \4~xb:- f:rì 3, 90l<...-ï::1..; 4 \ bP~'-4