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HomeMy WebLinkAbout0114650-Plumbing (interior) e OSHKOSH ON THE WATER CITY OF OSHKOSH No 114650 PLUMBING PERMIT - APPLICATION AND RECORD Job Address 705 WEATHERSTONE DR Owner DEWEY HOMES INC Create Date 04/11/2005 Contractor P&S PLUMBING Category 410 - Residential-Interior Plan Bathtub 2 Shower 2 Water Softner 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 - - - - - - Whirlpool 0 Floor Drain 1 Local Waste 0 Ice Chest 0 Flr/Wst Sink 0 Int Grease Trap 0 - - - - - - Lavatory 4 Lndry Tray 0 Clothes Wshr 1 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0 - - - - - Toilet 4 Disposal 1 Bidet 0 Sculry Sink 0 Wash Ftn 0 RPZ Valve 0 - - - - - - Res. Sink 1 Dishwasher 1 Beer Tap 0 Hand Sink 0 Urinal 0 Eye Wash Statn 0 - - - - - - Bar Sink 0 Sump Pump 1 Lab Sink 0 Plaster Sink 0 Standp Rec 1 Wtr Sewer Mtrs 0 - - - - - - Water Heater 1 Classrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 1 Deduct Meters 0 - - - - - - Site Drain 0 Breakrm Sink 0 Dip Well 0 F Prep Sink 0 Gar Drain 0 Wtr Usage Mtrs 0 - - - - Roof Drain 0 Ejector/Grind 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0 - Misc. 1 Automatic washer pan Fixtures Use/Nature NSFR/ New Single family * to include gas water heater. of Work Size Material Type # Conn. Type Sanitary Sewer 0 0 0 0 0 Storm Sewer 0 0 0 0 0 Water Service 0 0 0 0 0 Parcelld # 1219750400 $154.00 U Permit Voided I Valuation $10,000.00 Plan Approval $0.00 Permit Fees Issued By Date 06/14/2005 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 PO BOX 2153 Agent/Owner APPLETON WI 54912 - 2153 Telephone Number 920-722-5035,920-7: 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. WATER CALCULATION WORKSHEET FOR '7,¿5 tb-17A-TI-fIFf<- 5.70fi---if NAME/ADDRESS OF PROJECT INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE Demand of building in gallons per minute. WSFU's ;2. ;;; :::- = (GPM) ~ Difference in elevation from main or external pressure tank to building control valve. (feet) ~ 1. 2. 4. Developed length from main or external pressure tank to building control valve. 5/8" -' 3/4"¿' 1" _,1-1/2" _,2" _,3"_,4" _,6"_. 3. Size of the water meter. (When applicable) (feet) q?7 ( (psig) 5....2...- A. Value of "E" ~ subtotal /2;',3 Lf Value of "F" subtotal 2'3,3'1 5. Low pressure at main in street or external pressure tank. CALCULATE WATER SERVICE PRESSURE LOSS 6. Low pressure at main in street or external pressure tank. (value of # 5 above) Water service diameter is I I I . Material is II r. " C oil" pCJF(l . Pressure loss per 100 ft = ~ psi. X -1_j:..Q..jdecimal equivalent of service length, i.e.; 65ft = .65) 7. (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. control valve. (Subtract or add line 8. Enter in "B".) subtotal CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "An) B. Available pressure after the bldg. control valve. (from "9" above) Value of "B" C. Pressure loss of water meter (when meter is required or installed) Value of "c" (Subtract line C. from line B.) subtotal D. Pressure at controlling fixture. (Controlling fixture is U/ c. Value of "D" ) (Subtract the value of D.) subtotal E. Difference in elevation between the building control valve and the controlling fixture in feet -Lir:.- X .434 psi/ft. (Subtract the value of 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.) G. Developed length from building control valve to controlling fixtureinfeet~X1.5 Valueof"G" ~ If J..4 1/ (Divide by the value of G.) subtotal (Water distribution piping material is ' I c:.cf'(/<ð"IL) Multiply by Pressure available for uniform loss "An = S80-64" (R81O2) '$2 ~ L/3, c; - c: ~ '-/<;, , "1 <"{ ~,i L./,'7-S:- ~ "),IS- -L -.2...L.L 5"" ,222'2, ~ 2..2,22.... Table 82.40 - 6 1" - 34.0 w.s.f.u. 3/4" - 18.0 w.s.f.u. 1/2" - 7.5 w.s.f.u. Fixture #Fixtures w.s.f.u. total w.s.f.u. Icemaker 1 0.5 0.5 1/2" Hose Bib 2 3.0 6.0 Kitchen Sink 1 1.5 1.5 Shower, Lav, Toilet 2 3.5 7.0 Dishwasher 1 1.0 1.0 ■ Automatic Washer 1 1.5 1.5 Bathtub. Lav, Toilet 2 4_0 8.0 25.5 w.s.f.u.