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Home My WebLink About2008-Plumbing (interior)OSHPCOSH ON THE WATER Job Address 1053 ADAMS AVE CITY OF OSHKOSH PLUMBING PERMIT -APPLICATION AND RECORD Owner DANNY LENZ Contractor SOPER PLUMBING Bathtub Whirlpool Lavatory Toilet Res. Sink Bar Sink Water Heater Site Drain Roof Drain Misc. Fixtures Use/Nature of Work Valuation Issued By Date 09/08/2008 In the pertormance 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 ecure any ne sary approvals before starting such activity. Signature r~~~,'~~~_ Date LY Agent/Owner Address 2225 BURNWOOD DR OSHKOSH WI 54902 -9003 Telephone Number 426-2151 ~ v scneauie inspeci~ons please can 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. Category 410 -Residential-Interior No 132728 Create Date 09/08/2008 Plan 1 Shower 1 Water Softner Wait. St. Shamp Sink Coffee Maker Floor Drain 1 Local Waste Ice Chest Flr/V11st Sink Int Grease Trap 2 Lndry Tray Clothes Wshr 1 Exam Sink Catch Basin Ext Grease Trap 2 Disposal 1 Bidet Sculry Sink Wash Ftn RPZ Valve 1 Dishwasher 1 Beer Tap Hand Sink Urinal Eye Wash Statn Sump Pump 2 Lab Sink Plaster Sink Standp Rec 1. Wtr Sewer Mtrs 1 Classrm Sink Sterilizer Surgeons Sink Ice Maker Deduct Meters _ Breakrm Sink Dip Well F Prep Sink Gar Drain . Wtr Usage Mtrs _ Ejector/Grind Drink Ftn Serv Sink Soda Disp 2 silcock. $6,000.00 Plan Approval $0.00 Permit Fees $119.00 ^ Permit Voided City of Oshkosh Inspection Services Division POBox1130 Oshkosh, WI 54903-1130 Phone: (920) 236-5050 Fax: (920) 236-5084 Plumbing Permit Application O HKO H ON THE WATER I hereby apply for a permit to do and install the following plumbing on the premises hereinafter described, the work to conform to the Wisconsin State Plumbing Code, in the performance of which all parties hereto agree to and are bound by said statutes. • Application(s) and fee(s) can be brought to City Hall, Room 205 or mailed to Inspection Services, PO Box 1128, Oshkosh WI 54903-1128. Commencing work without permit(s) will result in fees being doubled or $100.00 plus the normal permit fee, which ever is greater. OR If you are a contractor participatint? in the Permit Fee Account System and have adequate funds, check here ~vou want this processed through your account ~ ** Advisory -For applicable projects, an Electrical Installation Verification (EIV) form, signed by the Electrical Contractor or Homeowner (for installations allowed to be performed by the homeowner) must be submitted with the permit application. Applications submitted without an EIV when such is required, will not be processed for Permit Issuance and will be returned for completion. Job Address /l9..3' 3 ~Q~~is/~/ S Value (Including labor and materials) Date `'0 Owner _ ]Single Family Number of Fixtures: Bathtub ~_ Whirlpool Lavatory 7i' Toilet :~" Res. Sink _L Bar Sink Water Heater ~_ ^ Gas ~] Elec t~PwrVnt Shower _ ~_ Floor Drain _~ Lndry Tray Lab Sink Plaster Sink Sterilizer Misc. Fixtures ^Duplex Disposal Dishwasher Sump Pump Ejector/Grind Water Softner Local Waste Clothes Wshr Bidet Beer Tap Classrm Sink Surgeons Sink Breakrm Sink Dip Well Hose Bibs _~ Drink Ftn Catch Basin _~ Wait. St. Wash Ftn L Ice Chest Urinal Exam Sink Gar Drain Sculry Sink Soda Disp Hand Sink Coffee Maker F Prep Sink Comm. Ice Maker Serv Sink Site Drain Int Grease Trap Roof Drain Ext Grease Trap Standp Rec R.P.Z. Valve Eye Wash Stn Shamp Sink Wtr Sewer Mtrs Flr/Wst Sink Deduct Meters Z Wtr Usage Mtrs Electric Contractor (for projects not requiring an EIV Form) Use /Nature of Work t Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service _ Contractor ~~ i~ww3/.r>~ ^Multi-Family ^Rental ^Commercial ^Industrial o~/o~ WATER DISTRIBUTION DATASHEET Date: November 6, 2008 Name: Soper Plumbing Project: Street: Street: 1053 Adams St City: City: Oshkosh 12.5 Gallon per minute buiding demand, predominatly Flush Tank. 2. 55.0 Low pressure at the Main in Street. 3. 6.5 Lb loss from a 15.0 ft difference in elevation from Main in Street to the Water Meter. 4a. 1.3 Lb loss from a 50.0 ft 1 1/4" PB Tubing ASTM 3309 water service from the Main in Street to the Water Meter. Presswe loss detemined using a C value of 150 ,inside diameter of 1.125 and a velocity of 4.0 ft per sec. 4b. .0 No 2nd part water lateral. 5. 2.3 Lb loss from a 3/4in Meter 6. 44.9 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. 21 Pressure available for uniform loss (psi/100 feet of pipe). B. 44.9 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. PB TS valve D. 6.5 Lb loss resulting from a 15.0 ft difference in elevation from the Water Meter to the controlling fixture. E. .0 Lb pressure loss due to a no pressure loss devices serving the controlling fixture. F. 90.0 Ft Developed length from the 60.0 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 2 1/2 3 4 Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value of C 130 130 130 130 130 130 130 130 130 130 Velocity in ft per sec. 8 8 8 8 8 8 g g g g Maximum Gpm 5.5 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 6.5 0 17.5 34 60 110 270 480 776 1833 WATER DISTRIBUTION DATASHEET Date: November 6, 2008 Name: Soper Plumbing Project: NSFR Street: Street: 1053 Adams St City: City: Oshkosh 1. 12.5 Gallon per minute buiding demand, predominatly Flush Tank. 2. 55.0 Low pressure at the Main in Street. 3. 6.5 Lb loss from a 15.0 ft difference in elevation from Main in Street to the Water Meter. 4a. 1.3 Lb loss from a 50.0 ft 1 1/4" 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 L125 and a velocity of 4.0 ft per sea 4b. .0 No 2nd part water lateral. 5. 2.3 Lb loss from a 3/4in Meter 6. 44.9 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. 21 Pressure available for uniform loss (psi/100 feet of pipe). B. 44.9 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. PB TS valve D. 6.5 Lb loss resulting from a 15.0 ft difference in elevation from the Water Meter to the controlling fixture. E. .0 Lb pressure loss due to a no pressure loss devices serving the controlling fixture. F. 90.0 Ft Developed length from the 60.0 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 2 1/2 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 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 4 8 11.5 21.5 35 57 140 0 0 0 WATER CALCULATION WORKSHEET FOR ~~.-~ / ~/Y-~/S~/Ll 5 /~Q[~~ C/ PRQIEC INFORMATION REQUIRED TO CALCULATE WATER SERIJICE SIZE 1. Dement! of building in gallons per minute. WSFU's ~f=~ _ (GPM) //.J 2. Difference In elevation from main or extemal pressure tank to building control valve. (feet). l~ 3. Size of the water meter. (When applicable) 518" _, 314" ~ 1" _, 1-112" _, 2" _, 3" _, 4" _,,, 6" ,_, 4. Developed length fram main or extemal pressure tank to buflding control valve. (feet) ,.,~ 5. Low pressure at main in street or extemal pressure tank, tosial l~.'Z CALCULATE WATER Sl-RVICE PRESSURE LOSS 6. Low pressure at main in street or external pressure tank. (value of # 5 above) 7. Water service diameter is ~. Material is _ ~ G L ,Pressure loss psr 10o ft = psi. X (oec,m~l equivalent of service length, i,e.; 65ft = .85} ..S-G (Subtract line 7. from line 6.) subtotal ~ /- J^ 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. control valve. {Subtract or add line 8. Enter in "B'.) subtotal /• ~ CALCULATE THE PRESSURE AVAILABLE FOR UNIFQRM LOSS (VALUE OF "A") B, Available pressure after the bldg. control valve. (from "g" above) Value of "B" ~ /. J~ C. Pressure loss of water meter (when meter is required or installed) Value of "C" 3•~S (Subtract line C. from line B.) subtotal ~~ D, Pressure at controlling fixture. Value of "p" -.~Q (Controlling fixture is i~, /3., rf"~-s (/~ (Subtract the value of D.) subtotal _ 3 ~ E. Difference in elevation between the fuilding control valve and the controlling fixture in feet -'"' ~_ X .434 psiift, Value of "E" `~~ (Subtract the value of E.) subtotal ~~~ F. Pressure loss due to water treatment devices, instantaneous water heaters and backflow preventers which serve the controlling fixture. (Pressure loss due to Value of "F" - (SubtrBCt the value of F.) subtotal ~ /`~~ G. Developed length from building control valve to controlling fixture in feet ~~ X 7.5 Value of "G" ~I'' (Divide by the value of G.) subtotal (Water distribution piping material is ._ ~ k ~ ~lY by _ 100 A. Pressure available for uniform loss = ~ „A, `, ~~ "B°-'""'-E~R"°~~ NOV 0 5 2008 ~- C;s sr'.~.;: '% ~:; c ' "~ . ~,