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Home My WebLink About0131931-Plumbing (interior) SHKOSH GIN THE WATER Job Address 1031 BAY SHORE DR Contractor VALENTINE READER PLUMBING INC Bathtub Whirlpool Lavatory Toilet Res. Sink Bar Sink Water Heater Site Drain Roof Drain Misc. Fixtures Use/Nature of Work No 131931 Create Date 07/29/2008 Plan 1 Shower 2 Water Softner Wait. St. Shamp Sink _ Floor Drain 1 Local Waste Ice Chest FIrlVllst Sink 6 Lndry Tray 1 Clothes Wshr 1 Exam Sink Catch Basin 4 Disposal 1 Bidet Sculry Sink Wash Ftn 1 Dishwasher 1 Beer Tap Hand Sink Urinal 1 Sump Pump 2 Lab Sink Plaster Sink Standp Rec 2 Classrm Sink Sterilizer Surgeons Sink Ice Maker _ Breakrm Sink Dip Well F Prep Sink Gar Drain _ Ejector/Grind Drink Ftn Serv Sink 1 Soda Disp 4 silcock Coffee Maker _ Int Gn:ase Trap Ext Grease Trap RPZ Valve Eye Wash Statn 2 Wtr Sewer Mtrs Deduct Meters 2 Wtr Usage Mtrs Valuation $28,000.00 Plan Approval $0.00 Permit Fees $217.00 ^ Permit Voided Issued By Date 07/30/2008 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 applipnt to contact the easement holder(s) and to secure any necessary approvals before starting such activity. Signature Date Agent/Owner Address W 2015 INDUSTRIAL DRIVE KAUKANA WI 54130 - 7517 Telephone Number 920-788-2494 ~ v scneauie 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. CITY OF OSHKOSH PLUMBING PERMIT -APPLICATION AND RECORD Owner WILLIAM UBETH M LIPPERT Category 410 -Residential-Interior ,City of Oshkosh Inspection Services Division P O Box 1130 Oshkosh, WI 54903-1130 Phone: (920) 236-5050 Fax: (920) 236-5084 R~= JUL 2 8 2008 1...°K..k''Hi' I l~"~Clti 3 f~~ ca~Mi.~~w~~w ~e°<1~~r~~raM~N~r 1NS~'t , ,-`''<: ~!=~~Il~~c; j)1~!iS10N Plumbing Permit Application O HKOlH 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. I I • 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 normalpermit fee, which ever is greater. OR If you are a contractor participating in the Permit Fee Account Svstem and have adequate .funds, check here if you want this processed throueh ,amour account n Job Address / U ~ I ,C~a-~ .l~tar~ ,fir, Value (Including labor and materials) ot~ ~• ~ Date / - ~.~ - ~ Owner /-~w~l-w a o c~ ~or~~ - L ~Qy~~ Contractor ~~ 1~~~%.~ _ ~ ea~w ~ ~y , ~ hc./~7P~~~ o .s~1' ®Single Family ^Duplex ^Multi-Family ^Rental ^Commercial ^Industrial Number of Fixtures: Bathtub Whirlpool Lavatory ~_ Toilet Res. Sink ~_ Bar Sink ~ ~1 Water Heater dJ ^ Gas G Elect f~P nt ~ Shower Flaar Drain ~_ Lndry Tray Lab Sink Plaster Sink Sterilizer Misc. Fixtures ~_ Electric Contractor Use /Nature of Work Disposal I I Drink Ftn Catch Basin Dishwasher ~ I Wait. St. Wash Ftn Sump Pump _~ Ice Chest _~ Urinal Ejector/Grind Exam Sink Gar Drain Water Softner Sculry Sink Soda Disp Local Waste ~ Hand Sink Coffee Maker Clothes Wshr ~ F Prep Sink Comm. Ice Maker Bidet ~ Serv Sink _~ Site Drain Beer Tap I Int Grease Trap Roo: Drain Classrm Sink ~ Ext Grease Trap Siandp Rec Surgeons Sink RP.Z. Valve Eye Wash Stn Breakrm Sink ~ Shamp Sink Wtr Sewer Mtrs i Dip Well Flr/Wst Sink Deduct Meters Hose Bibs ~ Wtr Usage Mfrs ~ ~ ~ aQ~ - ~a ~ ?• 16U OR ^Electric Installation Verification form attached ', (If Replacement) Size Material Type # Conn. Type Sanitary Sewer j 1 Storm Sewer i i I Water Service ~, ii/os WATER DISTRIBUTION DATASHEET Date: July 30, 2008 Name: Valentine-Reader Street: Project: 1031 Bay Shore Street: City: City: 1. 22.4 Gallon per minute buiding demand, predominatly Flush Tank. 2. 58.0 Low pressure at the Main in Street. 3. 2.6 Lb loss from a 6.0 ft difference in elevation from Main in Street to the Water Meter. 4a. 3.5 Lb loss from a 102.0 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 5.2 ft per sec. 4b. .0 No 2nd part water lateral. 5. 2.8 Lb loss from a lin Meter 6. 49.1 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. 34 Pressure available for uniform loss (psi/100 feet of pipe). B. 49.1 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. PB Shower valve D. 7.8 Lb loss resulting from a 18.0 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. 63.0 Ft Developed length from the 42.0 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 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 DATASHEET Date: July 30, 2008 ', Name: Valentine-Reader Street: City: Project: 1031 Bay Shore Street: City: 1. 22.4 Gallon per minute buiding demand, predominatly Flush Tank. 2. 58.0 Low pressure at the Main in Street ', 3. 2.6 Lb loss from a 6.0 ft difference in elevation from Main in Street to the Water Meter. 4a. 3.5 Lb loss from a 102.0 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 I50 ,inside diameter of 1.329 and a velocity of 5.2 ft per sec. 4b. .0 No 2nd part water lateral. 5. 2.8 Lb loss from a lin Meter 6. 49.1 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. 34 Pressure available for uniform loss (psi/100 feet of pipe). B. 49.1 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. PB Shower valve D. 7.8 Lb loss resulting from a 18.0 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. 63.0 Ft Developed length from the 42.0 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 of C 150 150 150 150 150 150 150 150 150 I50 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' S 7 15 56 0 0 0 Maximum FT WSFU 5 8 11.5 21.5 35 57 140 0 0 0 Fixture Listing Date: July 30, 2008 Name: Street: City: Project: Street: City: Non Public Use Fixtures Nnt (`n1A Tntal 1 Automatic Clothes Washer 1.00 1.00 1.50 1 Bar Sink .50 .50 1.00 1 .Dishwashing Machine 1.00 .00 1.00 4 Hose,Bib, 1/2" diameter .00 12.00 12.00 1 Kitchen Sink 1.00 1.00 1.50 2 Laundry Tray, 1 or 2 compartment 2.00 2.00 3.00 3 Lavatory ', 1.50 1.50 3.00 1 Water Closet, gravity type flush tank .00 2.00 2.00 1 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00 2 Shower Stall, lavatory and water closet FT -group 3.00 6.00 7.00 Total Water Supply Fixture Units ', 12.00 29.50 36.00 22.4 Gallon per minute demand of the building. Predominatly Flush Tank 33.8 Pressure available for uniform loss. For the table use - 34.0 Maximun Allowable load for Copper Tube Type M, ASTM B88 Nominal Size I/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 Actual I. D. .569 0 .811 LOSS 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 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 Non Public Use Fixtures Hot Cold Total 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, 1 or 2 comparhnent 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 Public Use Fixtures Nnt ('nlrl Tntal 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 Wall Hydrant, 3/4" diameter hot and cold mix 3.00 3.00 4.00 Wash Fountain, semicirculaz ' 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 u1.30. 2008 11;36AM Reader Pluming No. 3463 P. 2 WATER CALCULATION WORKSHEET FOR OF PROJECT INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE 1, bemand of building in gallons per minute.'. WSFU's ~ •~ ~ (GPM) 2. Difference in elevation from main or external pressure tank to building control valve. (feet) 3. Size of the water meter. (When applicable) 5/l3" , 3/4" 1" Lf , 1-1/z" , 2" , 3" , a" , 6" -• ~... 4. Developed length from main or external pressure tank to building control valve. (feet) ~ ~ a 1 5. Low pressure at main in street or extemal'pressure tank. (prig) .~~ CALCULATE WATER SERVICE PRESSURE LOSS 6. Low pressure at main in street or external pressure tank. (value of # 5 above) ~~ 7, Water service diameter is 1 t~2 .Material is ~o~ ,Pressure loss per 10o ft = ~ psi. X l.o a (decimal equivalent of service length, i.e,; 65ft = .65) .0 'y ~, (Subtract line 7. from line 6.) subtotal S~ ~` 8. betermine pressure gain or loss due to elevation, (multiply the value of # 2 above by .434) value of "8" a. 9. Available pressure after the bldg. control valve. (Subtract or add line 8. Enter in "B",) subtotal s ~• 3~ CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF ''A") B. Available pressure after the bldg. control valve. (from "9" above) ~ Value of "B" 5 3. 3~ C. Pressure loss of water meter (when meter is required or installed) value of "C" ~~ (Subtract line C, from line B,) ~ subtotal S 1. 3 6 D. Pressure at controlling fixture_ / ~~ (Controlling fixture is $-1 W Value of "D" o1 ~ o (Subtract the value of D,) ~~ subtotal ~ ~ 3~ E. Difference in elevation between the building control valve _ and the controlling fixture in feet +~' ^ X .434 psilft. value of "E" ~ ~~ (Subtract the value of E.) subtotal O 3, J~ F. Pressure loss due to wafer treatment devices, instantaneous water heaters and backflow preventers which serve the ~ controlling fixture. (Pressure loss due to ~JG/y ) Value of "F" (Subtract the value of F.) subtotal ~ 3• ~~ G. Developed length from building control valve to controlling fixture in feet y~ . X 1.5 I Value of "G" / 6 (Divide by the value of G.) (Water distribution piping material is ~Q~-'/), D,',~,r~ ~,~~~) A, Pressure available for uniform loss seo ~u9 (R8102) ' ~ ~ ~J subtotal , -+ ~ ~.,1T Multiply by 100 ,.A., = 3