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Home My WebLink About0119333-Plumbing e, OSHKOSH ON', ß'iVATER Job Address 95 DAWES ST CITY OF OSHKOSH PLUMBING PERMIT. APPLICATION AND RECORD No 119333 Contractor MARSHALL PLUMBING Bathtub Whirlpool Lavatory Toilet Res. Sink Bar Sink Water Heater Site Drain Roof Drain Misc. Fixtures 3 Shower Floor Drain ----1 Water Softner ----1 Local Waste Clothes Wshr Bidet 3 BeerTap Lab Sink Sterilizer Dip Well Drink Ftn Owner TRI STAR LIVING Create Date 05/04/2006 Plan G2-185-0506-P Category 410 - Residential-Interior Wail.SI. Ice Chest 3 Exam Sink Sculry Sink Hand Sink Plaster Sink Surgeons Sink F Prep Sink Serv Sink Shamp Sink - Coffee Maker Flr/Wst Sink Int Grease Trap Ext Grease Trap - RPZ Valve Eye Wash Statn 6 Wtr Sewer Mtrs Deduct Meters Wtr Usage Mtrs Catch Basin Wash Ftn Urinal Standp Rec Ice Maker Gar Drain Soda Disp NEW MULTI FAMILY 3-UNIT TOWNHOUSE INTERIOR PLUMBING, WATER AND SANITARY LATERALS. Size Material Type # Conn. Type Sanitary Sewer 4" Plastic Lateral 1 New Storm Sewer Water Service 1-1/4" Copper Lateral 1 New Parcelld # 0102430000 Use/Nature of Work Valuation Issued By 9 Lndry Tray 9 Disposal 3 Dishwasher Sump Pump 3 Classrm Sink Breakrm Sink Ejector/Grind $74,000.00 $0.00 Permit Fees $415.00 0 Permit Voided I Date 05/04/2006 Plan APproval 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 N202629TH 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. ~ OJHKOJH 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 Ref: Plumbing Plan Approval: .,F'i3,.~ç:§J.,..f.",..k..k¡¡".(3.;\JD.j!JÇl~Q.Q,~!L. S"".¥ )... :'95 Dâwes st Oshkosh WI 54901" Plan ID#Ftle-G2-185:ö'5Ó6-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 OSHKOSH ON THE WATER Job Address APproval Type Oshkosh Plan Approval Form 95 DAWES ST Plumbin9 Submitte~s Name MARSHALL PLUMBING Address N2026 29TH LANE Owner Name Approval Number 1609 Plan G2-185-0506-P REDGRANITE 8562 TRI STAR LIVING WI 54970 Address 51051 AH MAYTAH RD Oshkosh 0 WI 54901 Fee Type of Plan 3-UNIT TOWNHOUSE & STORM UTILITIES 05/04/2006 $330.00 Date Received Date APproved 5/4/2006 Fixture Listing 'Date' May4,2006 Name: MARSHALL PLUMBING Project: 3-UNIT TOWNHOUSE Street: N2026 29TH LN Street: 95 DAWES ST City: REDGRANlTE City: OSHKOSH Non Public Use Fixtures 3 Automatic Clothes Washer 3.00 3.00 4.50 3 Dishwashing Machine 3.00 .00 3.00 3 Kitchen Sink 3.00 3.00 4.50 3 Lavatory 1.50 1.50 3.00 3 Water Closet, gravity type flush tank .00 6.00 6.00 3 Bathtub, lavatory and water closet - FT group 6.00 10.50 12.00 3 Shower Stall, lavatory and water closet FT - group 4.50 9.00 10.50 Hot Cold Total Total Water Supply Fixture Units 21.00 33.00 43.50 25.4 Gallon per minute demand of the building. Predaminatly Flush Tank 23.3 Pressure available for unifann loss. For the table use - 24.0 Maximun AUowable load for Copper Tube Type L, ASTM 888 Nominal Size 1/2 5/8 3/4 1 11/4 11/2 2 21/2 3 4 Actual!. D. .545 0 .785 1.025 1.265 1.505 1.985 2.465 2.945 3.905 Value afC 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 5.5 0 12 20.5 31 44 77 1I9 169 298 Maximum FM WSFU 0 0 4.5 7 15 36 136 356 692 1787 Maximum FT WSFU 6.5 0 16.5 31 57 106 260 470 747 1787 WATER DISTRIBUTION DATASHEET 'Dat.: May 4, 2006 Name: MARSHALL PLUMBING Project: 3-UNIT TOWNHOUSE Street: 95 DAWES ST Street: N2026 29TH LN City: REDGRANITE City: OSHKOSH 1. ~ GaBon per minute buiding demand, predominatly Flush Tank. 2. ~ Low pressure at the Main in the Street. 3. ---.1& Lb loss ftam a 7.0 ft difference in elevation ftam Main in the Street to the Water Meter. 4a.~ Lb loss ftam a 70.0 ft I II4" Copper Tube Type L ASTM B88 water service ftam the Main in the Street to the Water Meter. Pressure loss detemined using a C value of 130, inside diameter of 1.265 and a velocity of 6.5 ft per sec. 4b.---.:!! No 2nd part water lateral. 5. --2:1 Lb loss ftam a 3/41n Meter 6. ~ Lbs of pressure available at the Water Meter. This value is entered in (B) below. The (A) value listed below is detennined by using the following fonnula, then rounding the result up. A~ B-(C+D+E) x 100 F A. ----11 Pressure available for uniform loss (psi/IOO feet ofpipe). B. ~ Lbs of pressure available at the Water Meter. c. ~ Pressure needed at the controlling flxture. PB TIS VALVE D. ~ Lb loss resulting ftam a 16.0 ft difference in elevation ftam the Water Meter to the controlling flxture. E. --.J! Lb pressure loss due to a no pressure loss devices serving the controlling fixture. F. ~ Ft Developed length ftam the 44.0 ft actual length of piping ftam the Water Meter to the controlling fixture. Maximun Allowable laed for Copper Tube Type L, ASTM B88 Nominal Size 1/2 5/8 3/4 I lIl4 I 1/2 2 2 II2 3 4 Actual I. D. .545 0 .785 1.025 1.265 1.505 1.985 2.465 2.945 3.905 Value afC 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 5.5 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 6.5 0 16.5 31 57 106 260 470 747 1787 Fixture Listing . Da!e:May4,2006 Name: MARSHALL PLUMBING Project: 3-UNIT TOWNHOUSE Street: N2026 29TH LN Street: 95 DAWES ST City: REDGRANlTE City: OSHKOSH Non Public Use Fixtures 3 Automatic Clothes Washer 3.00 3.00 4.50 3 Dishwashing Machine 3.00 .00 3.00 3 Kitchen Sink 3.00 3.00 4.50 3 Lavatory 1.50 1.50 3.00 3 Water Closet, gravity type flush tank .00 6.00 6.00 3 Bathtub, lavatory and water closet - FT group 6.00 10.50 12.00 3 Shower Stall, lavatory and water closet FT - group 4.50 9.00 10.50 Hot Cold Total Total Water Supply Fixture Units 21.00 33.00 43.50 25.4 Gallon per nrinute demand of the building. Predaminatly Flush Tank 23.3 Pressure available for uniform loss. For the table use - 24.0 Maximun Allowable load for Crosslinked Polyethylene (pox) Tnhing ASTM F876 Nanrinal Size 1/2 5/8 3/4 I 11/4 11/2 2 21/2 3 4 Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0 ValueafC 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 4.5 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 5 8 11.5 21.5 35 57 140 0 0 0 WATER DISTRIBUTION DATASHEET 'Dale: May 4, 2006 Name: MARSHALL PLUMBING Project: 3-UNIT TOWNHOUSE Street: N2026 29TH LN Street: 95 DAWES ST City: REDGRANITE City: OSHKOSH I. ~ Gallon per nUnute buiding demand, predaminatly Flush Tank. 2. ~ Low pressure at the Main in the Street. 3. ~ Lb loss from a 7.0 fr difference in elevation from Main in the Street to the Water Meter. 4a. ~ Lb loss from a 70.0 fr I 1/4" Copper Tube Type L ASTM B88 water service from the Main in the Street to the Water Meter. Pressure loss detemined using a C value of 130, inside diameter of 1.265 and a velocity of 6.5 ft per sec. 4b.--.J! No 2nd part water lateral. 5. ----'1,1 Lb loss from a 3/4in Meter 6. ~ Lbs of pressure available at the Water Meter. This value is entered in (B) below. The (A) value listed below is detennined by using the following formula, then rounding the result up. A~ B-(C+~+E) x 100 A. ----11 Pressure available for uniform loss (psil100 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 from a 16.0 ft difference in elevation from the Water Meter to the controlling fixture. E. ----:!! Lb pressure loss due to a no pressure loss devices serving the controlling fixture. F. ~ Ft Developed length from the 44.0 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 I 11/4 11/2 2 21/2 3 4 Actual!. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0 ValueafC 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 4.5 6.5 9 15 22 31 53 0 0 0 MaJdmum FM WSFU 0 0 0 5 7 15 56 0 0 0 Maximum FT WSFU 5 8 11.5 21:5 35 57 140 0 0 0 WATERCALCULATIONWORKSHEETFOR pl\(ze_iDL- 'F Lu:.- NAMElAIXJI<ESS OF PROJECr L.l,- \ T ""3 INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE 1. 2. 3. 4. 5. . I,. Demand of building in gallons per minute. WSFu's4.3 iLk- ~ (GPM) ¿ fp Difference in elevation from main or extemal pressure tank to building oontrol valve. (feet) ~ Size of the water meter. nMhenapplicable) 5/8" 3/4" IV 1" 1-112" 2" 3" 4" 6' ", ~ b. ~ ~ ~ ~ ~ -' 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) ~ ""'ÞI..~ CALCULATE WATER SERVICE PRESSURE LOSS 6. 7. Low pressure at main in street ÿ; extemal pressu: tank. (value of # 5 above) Water service. (t;\',meter iS~' Material is -.C1 f' ¡z.. L .. Pressure loss' per 100 ft = ...; ~ psi. X .-L2-(decimal e<¡UiValent 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 '8' 9. Available pressure after the bldg. oontrol valve. (Subtract or add line 8. Enter in '8".) subtotal CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "An) B. C. Available pressure after the bldg. control valve. (from '9' above) Value of "B' D. Pressure loss of water meter (w1en meter is required or installed) Value of 'C' ¡ !6Pv"" (Subtract line C. from line B.) subtotal ¡~=~I~~~~~~I~gfixtUre. 6 i.¡..ot..<..-¡¡;:.(Z /Tvß ) Valueof'D' , (Subtract the value of D.) subtotal bb "Z.Æ3 ~57-1- ~ '54..3' 54-3 -L.q - 3$.-?- "'ZD-o :'5'5,;£ Difference in elevation between the. building control valve and the controlling fixture in feet---!-LX .434 psi1ft. Value of'E' "7.0 (Subtract the value of E.) subtotal ""2.;"-..- '2.. Developed len°1' from building control valve to controlling ( f fixture in feet~"t _X 1.5 Value of"G' of<? (Water distribution piping material is P JZ:..;<" (Di~ide by the value of G.) subtotal :..::::~~ T'"i?V L E. F. Pressure loss due to water treatment devices, instantaneous water heaters and backflow preventers which serve the controlling fixture. (Pressure loss due to ) (Subtract the value of F.) 5ubtotal Value of 'F" G. Multiply by A Pressure available for uniform loss "An ~ S60""79(RSIO2 'U. ?.. .-1QL ~?:j_7