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Home My WebLink About0126008-Plumbing o OSHKOSH ON THE WATER Job Address 223 MERRITT AVE CITY OF OSHKOSH No 126008 PLUMBING PERMIT - APPLICATION AND RECORD Shower Floor Drain Lndry Tray Disposal Dishwasher Sump Pump Classrm Sink Breakrm Sink Ejector/Grind Owner MICHAEL JIDEBRA L ATKINSON Create Date 07/30/2007 Category 401 - Residential-Exterior (laterals) Plan Water Softner Wait. St. Shamp Sink Coffee Maker Local Waste Ice Chest FlrlWst Sink Int Grease Trap Clothes Wshr Exam Sink Catch Basin Ext Grease Trap Bidet Sculry Sink Wash Ftn RPZ Valve Beer Tap Hand Sink Urinal Eye Wash Statn Lab Sink Plaster Sink Standp Rec Wtr Sewer Mtrs Sterilizer Surgeons Sink Ice Maker Deduct Meters Dip Well F Prep Sink Gar Drain Wtr Usage Mtrs Drink Ftn Serv Sink Soda Disp Contractor MARSHALL PLUMBING Bathtub Whirlpool Lavatory Toilet Res. Sink Bar Sink Water Heater Site Drain Roof Drain Misc. Fixtures Use/Nature Laterals for NSFR. of Work Valuation Issued By Size Material Plastic # Type Lateral Conn. Type New Sanitary Sewer 4" Storm Sewer Water Service 1-1/2" Plastic Lateral New Parcel Id # 0400320000 $7,500.00 Plan Approval $0.00 Permit Fees $100.00 D Permit Voided I Date 07/30/2007 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 authori 0 enforce easement restrictions of which it is not a party, if you perform the work described in t . It appli he trongly ur e permit applicant to contact the t holder(s) an ing such activity. Address Date "} r-~ -it?/, REDGRANITE WI 54970 - 0000 Telephone Number 361-4846 To sched ections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (Le. 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. ~, ."";{ WATER DISTRIBUTION DATASHEET ~ ~ \ J-looOB Date: August 14, 2007 Name: Marshall Plumbing Project: NSFR Street: Street: 223 Merritt Ave City: City: Oshkosh 1. 14.9 Gallon per minute buiding demand, predominatly Flush Tank. 2. 57.0 Low pressure at the Main in Street. 3. .9 Lb loss from a 2.0 ft difference in elevation from Main in Street to the Water Meter. 4a. .8 Lb loss from a 50.0 ft 1 1/2" PB Tubing ASTM 3309 water service from the Main in Street to the Water Meter. Pressure loss detemined using a C value of 150, inside diameter of 1.329 and a velocity of 3.4 ft per sec. 4b.~ No 2nd part water lateral. 5. 3.3 Lb loss from a 3/4in Meter 6. 52.0 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. ~ Pressure available for uniform loss (psill 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 from a 12.0 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. 105.0 Ft Developed length from the 70.0 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 21/2 3 4 Actual 1. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 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 6.5 0 12.5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833 Maximum FT WSFU 8 0 17.5 34 60 110 270 480 776 1833 WATER DISTRIBUTION DAT ASHEET Date: August 14,2007 Name: Marshall Plumbing Project: NSFR Street: Street: 223 Merritt Ave City: City: Oshkosh 1. 14.9 Gallon per minute buiding demand, predominatly Flush Tank. 2. 57.0 Low pressure at the Main in Street. 3. .9 Lb loss from a 2.0 ft difference in elevation from Main in Street to the Water Meter. 4a. .8 Lb loss from a 50.0 ft 1 1/2" PB Tubing ASTM 3309 water service from the Main in Street to the Water Meter. Pressure loss detemined using a C value of 150, inside diameter of 1.329 and a velocity of 3.4 ft per sec. 4b.~ No 2nd part water lateral. 5. 3.3 Lb loss from a 3/4in Meter 6. 52.0 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. ~ Pressure available for uniform loss (psi/l 00 feet of pipe). B. ~ Lbs of pressure available at the Water Meter. C. ~ Pressure needed at the controlling fixture. PB T/S valve D. ~ Lb loss resulting from a 12.0 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. 105.0 Ft Developed length from the 70.0 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 21/2 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 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 Fixture Listing Date: August 14, 2007 Name: Marshall Plumbing Project: NSFR Street: Street: 223 Merritt Ave City: City: Oshkosh Non Public Use Fixtures 1 Automatic Clothes Washer 1.00 1.00 1.50 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 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 Hot Cold Total Total Water Supply Fixture Units 8.50 18.00 21.50 14.9 Gallon per minute demand ofthe building. Predominatly Flush Tank 25.5 Pressure available for uniform loss. For the table use - 26.0 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 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 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 M Non Public Use Fixtures Automatic Clothes Washer 1.00 1.00 1.50 Bar Sink .50 .50 1.00 Bathtub, with or without shower head 1.50 1.50 2.00 Bidet 1.00 1.00 1.50 Dishwashing Machine 1.00 .00 1.00 Glass Filler .00 .50 .50 Hose Bib, 1/2" diameter .00 3.00 3.00 Hose Bib, 3/4" diameter .00 4.00 4.00 Kitchen Sink 1.00 1.00 1.50 Laundry Tray, I or 2 compartment 1.00 1.00 1.50 Lavatory .50 .50 1.00 Shower, per head 1.00 1.00 1.50 Water Closet, flushometer type .00 6.00 6.00 Water Closet, gravity type flush tank .00 2.00 2.00 Bathtub, lavatory and water closet - FM group 2.00 7.50 8.00 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00 Shower Stall, lavatory and water closet FM - group 1.50 7.00 7.50 Shower Stall, lavatory and water closet FT - group 1.50 3.00 3.50 Hot Cold Total Public Use Fixtures Automatic Clothes Washer, Individual 2.00 2.00 3.50 Automatic Clothes Washer, large capacity 2.00 2.00 3.50 Bathtub, with or without shower head 2.00 2.00 3.00 Coffeemaker .00 .50 .50 Dishwasher, comercial 2.00 .00 2.00 Drink Dispenser .00 .50 .50 Drinking Fountain .00 .25 .25 Glass Filler .00 .50 .50 Hose Bibb 1/2" diameter .00 3.00 3.00 Hose Bibb, 3/4" diameter .00 4.00 4.00 Ice Maker .00 .50 .50 Lavatory .50 .50 1.00 Shower, per head 2.00 2.00 3.00 Sink, bar and fountain 1.00 1.00 2.00 Sink, barber and shampoo 1.50 1.50 2.00 Sink, cup .00 .50 .50 Sink, flushing rim .00 7.00 7.00 Sink, kitchen and food preparation per faucet 2.00 2.00 3.00 Sink, laboratory 1.00 1.00 1.50 Sink, medical exam and treatment 1.00 1.00 1.50 Sink, service 2.00 2.00 3.00 Sink, surgeon washup 1.50 1.50 2.00 Urinal, syphon jet .00 4.00 4.00 Urinal, washdown .00 2.00 2.00 Wall Hydrant, 1/2" diameter hot and cold mix 2.00 2.00 3.00 Wan Hydrant, 3/4" diameter hot and cold mix 3.00 3.00 4.00 Wash Fountain, semicircular 1.50 1.50 2.00 Wash Fountain, circular 2.00 2.00 3.00 Water Closet, flushometer .00 7.00 7.00 Water Closet, gravity type flush tank .00 3.00 3.00 Hot Cold Total WARD: LOCATION: J~__1 (Y}~/rri* WORK DONE: } If 'fa 0 D Y\ b If fVla~-~~ / () f\ JIl1e. r Y'-t.-H- INV#: QTY: PARTS: S3DCQL /" (Drp / ,..,.' S301L L J" c..ulb S.fbP >I' .SSD17 L · hl>x'-w~ f'DA"/. . ". .' i · i , .s &DPl I.J I ('~Di'J D~1"" J , . f I Labbf q.. -ra.r,o; f/S (r)ill A;nf I D/), ()() \Je.h i' rl f, u..S<-f ( S. Db . GRA VEL: REMARKS:~Hl'i\~+ * ;;;)64(., W\) <.)~ &0/./)0 TAP '/. CUT-IN SIZE: J U CONTRACTOR: IJ!l!1r.5~tll/ P/;nj" MEASUREMENTS: b' lVo! EfJL -;' ~ S ((\ffrrt\- PERMIT#: BLACKDIRT: YES NO CONCRETE: YES NO DETAILS: - WORKE~S: 7l( IS J