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Home My WebLink About0105953-PlumbingCITY OF OSHKOSH 105953 No OSHKOSHPLUMBING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address832 POWERS STOwnerTHOMAS A/JOAN E WITTECreate Date01/06/2004 ContractorDRUCKS PLUMBINGCategoryPlan 410 - Residential-Interior Bathtub1Shower0Ejector/Grind0Dip Well0F Prep Sink0Gar Drain0 Whirlpool0Floor Drain0Water Softner0Drink Ftn0Serv Sink00 Soda Disp Lavatory10Local Waste0Wait. St.0Shamp Sink00 Lndry TrayCoffee Maker Toilet10Clothes Wshr0Ice Chest0Flr/Wst Sink0 0 Lndry Stndp Int Grease Trap Res. Sink00Bidet0Exam Sink0Catch Basin0 Disposal0 Ext Grease Trap Bar Sink010Wash Ftn0 Beer Tap0Sculry Sink Dishwasher RPZ Valve0 Water Heater100Urinal0 Sump PumpDent. Oper.0Hand Sink 0 Eye Wash Statn Site Drain000Standp Rec0 Classrm SinkLab Sink0Plaster Sink Roof Drain000Ice Maker0 Breakrm SinkSterilizer0Surgeons Sink Use/Nature SFR/ Remodel bathroom and kitchen, replace gas water heater, stack change in basement. of Work SizeMaterialType#Conn. Type Sanitary Sewer0 0 0 0 0 Storm Sewer0 0 0 0 0 Water Service0 0 0 0 0 $0.00Permit Voided Valuation$7,500.00Plan ApprovalPermit Fees$35.00 Issued ByDate01/06/2004 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. Date Signature Agent/Owner AddressPO BOX 355MENASHAWI54952-0000Telephone Number426-2654 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. o City of Oshkosh ( ' S ✓ Inspection Services Division POBox 1130 6 ybo Oshkosh, WI 54903 -1130 _ . ` • Phone: (920) 236 -5050 � � � � , Fax: (920) 236 -5084 //y5 / � .C' ON THE WATER JAN Plumbing Permit Application DEPARTMENT OF I hereby apply for a permit to do and install the following plumbing on the premises hereinafter desCi• � .:Wile 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 participating in the Permit Fee Account System and have adequate funds. check here if you want this processed through your account n Job Address 3 Z Pntu e.✓s Value (Including labor and materials) 7500 Date i 5- Oy Owner 'tout? Uj; f e Contractor D r, LK. s Ph /1 9 [.i}Single Family []Duplex Multi- Family ['Rental ['Commercial ❑Industrial Number of Fixtures: Bathtub ____I Lndry Standp Dent. Oper. Sha mp Sink Whirlpool Disposal Dip Well Flr/Wst Sink Lavatory 1 Dishwasher _i— Drink Fm Catch Basin Toilet 1 Sump Pump Wait. St. Wash Ftn Res. Sink Ejector /Grind Ice Chest Urinal Bar Sink Water Sofiner Exam Sink Gar Drain Water Heater 1 Local Waste Sculry Sink Soda Disp XGas = Elect PwrVnt Clothes Wshr Hand Sink Coffee Maker Shower Bidet F Prep Sink Ice Maker Floor Drain Beer Tap Sery Sink Site Dram Lndry Tray Classrm Sink Int Grease Trap Roof Drain Lab Sink Surgeons Sink g Ext Grease Trap Standp Rec Plaster Sink P Breakrm Sink Sterilizer Electric Contractor OR Electric Installation Verification form attached (If Replacement) Use / Nature of Work Rc4.6d,e/ 1. /9Ara- ,-, ,,, fro,h sr, c Li „y {. iw S 4 5 4.1.G . Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service 3/02 Plumbing Permit Work Card J ob Address 8 32 POWERS ST Permit Number 105953 Create Date 01/06/2004 Owner THOMAS A/JOAN E WITTE Contractor DRUCKS PLUMBING `egory 410 - Residential - Interior Plan Value $7,500.00 Bathtub 1 Shower 0 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0 Whirlpool 0 Floor Drain 0 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0 Lavatory 1 Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Toilet 1 Lndry Stndp 0 Clothes Wshr 0 Ice Chest 0 Flr/Wst Sink 0 Int Grease Trap 0 Res. Sink 0 Disposal 0 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0 Bar Sink 0 Dishwasher 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0 Water Heater 1 Sump Pump 0 Dent. Oper. 0 Hand Sink 0 Urinal 0 Site Drain 0 Classrm Sink 0 Lab Sink 0 plaster Sink 0 Standp Rec 0 Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0 Use /Nature SFR/ Remodel bathroom and kitchen, replace gas water heater, stack change in basement. 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 Date Type 1 Inspector //--.2--/ 0 .-filf Date/Time requested: Notice Type: Telephone Number: Access: Ready Date/Time: Requested By: 0 Reinspect Fee 0 Fee Waived 0 Reinspect Fee Paid Fixture Listing Date: January 21, 2004 Name: DRUCKS PLBG Project: NSFR Street: Street: 832 POWERS ST City: City: Non Public Use Fixtures Hot Cold Total 1 Automatic Clothes Washer 1.00 1.00 1.50 1 Dishwashing Machine 1.00 .00 1.00 1 Hose Bib, 1/2" diameter .00 3.00 3.00 1 Kitchen Sink 1.00 1.00 1.50 1 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00 Total Water Supply Fixture Units 5.00 8.50 11.00 8.6 Gallon per minute demand of the building. Predominatly Flush Tank 47.4 Pressure available for uniform loss. For the table use - 48.0 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 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 6 0 12.5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835 Maximum FT WSFU 7.5 0 18 34 62 112 270 484 776 1835 WATER DISTRIBUTION DATASHEET Date: January 21, 2004 Name: DRUCKS PLBG Project: NSFR Street: Street: 832 POWERS ST City: City: I. 8.6 Gallon per minute buiding demand, predominatly Flush Tank. 2. 52.0 Low pressure at the Main in the Street. 3. .0 Lb loss from a .0 ft difference in elevation from Main in the Street to the Water Meter. 4a. 3.7 Lb loss from a 45.0 ft 3/4" Schedule 40 Galvanized Steel ASTM A53 water service from the Main in the Street to the Water Meter. Pressure loss detemined using a C value of 125 , inside diameter of .824 and a velocity of 5.2 ft per sec. 4b. .0 No 2nd part water lateral. 5. 2.8 Lb loss from a 5 /8in Meter . 6. 45.5 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 A. 48 Pressure available for uniform loss (psi /100 feet of pipe). B. 45.5 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. T/S FAUCET D. 3.5 Lb loss resulting from a 8.0 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. 46.5 Ft Developed length from the 31.0 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 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 6 0 12.5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835 Maximum FT WSFU 7.5 0 18 34 62 112 270 484 776 1835 01/21/04 08:25 FAX 7220851 DRUCXS 002 VonPublic Public 6 14/1)' . - lo 1 Ur 1 H-e. _____ 44 90(.4.1 te 5 os4 140$ A F..1-4: ce Li Ttroe Cr Fixtu_- ._ ... .. ... . .. r. 7. ..:a Total Flushorneter Flush Tank 1- 41Dii, «au S ' 1 1 ..-........ / ; , .... 1 1 I i. c . i - Auks lox- SLi- 1 I • i 1 . 5 1- 1 , •II O g I 1140ZIC 1 3 ; 3 i I— I - It 4146r do*" mut 2 3 . C II I . 1 It V.rsfU 1 .; . 1 . i 1 ........■.... ......4. _ . . I,. 1 1 .._........ 1 • .-4-.- Distribut! ”-., Fipe 1 Distribution Service Building • Te -)Pe Type Demand - pi.; Site C.P.M. iv, .i 1... G.P.M. ,____. .. I 2 " (p , 5 'it I ni 7 4it.i 3/4" 1% 1 I 1 ur 1 i 1 1/4 " 1 /2 " I ______J .....__ . 2 " I 1 r ! i ! ....1.—.....____I 2 1/ " 1 1 ? 1 ' ! . I 3I ..----.1.—...4.....----4 J 01/21/04 08:25 FAX 7220851 DRUMS 001 Qrvt.K 5 j o , vv, u.. N t. WATER CALCULATION WORKSHEET 4 S32 pS R E . �� Infonnatioo Needed for Water Service Sizing 1. ?'C' Demand of building in gallons per minute. 9 C SL Low pressure at main in street (or at external pressure tank). P ' 7^ ri °s 3. 2' Difference in elevation from main to meter (or external pressure tank to building control valve). 4. 5 �'� Size of water meter (if applicable). 5. `(' • Developed length from main to meter (or external pressure tank to building control valve). You Must First Find the Available Pressure After the Water Meter (or at building control valve). To obtain this pressure, you must: :Is (y - ) 6. 3•(o Find pressure loss due to friction in �y inch water service. 5.4/0- . 4 �u- 2 �"'O° 7. • Vat Find pressure loss due to elevation, main to meter (or external pressure tank to building control valve). Multiply the difference in elevation by .434 p.s.i. /ft. 8. 3 Find pressure loss due to meter, (from manufacturer or AWWA). 9. `14 Subtract the loss due to friction (Step 6), loss due to elevation (Step 7), and loss due to meter (Step 8) from the low main pressure (or low pressure at external pressure tank). This calculation is the available pressure after the water meter (or at the building control valve). This answer is entered in Line B, below. Information Needed for Water Distribution Sizing Using the following formula. find the pressure available for uniform loss (p.s.i/100' of pipe) A.B- (C +D +E1x100 WHERE: F A. `Vy. Pressure available for uniform loss (p.s.i. /100' of pipe). B. 44 Available pressure after water meter (at the building control valve or low pressure at internal pressure tank). (See item 9, above). C. Zb Pressure needed at controlling fixture. D. 3 97 Difference in elevation between water meter (building control valve or internal 2 pressure rank) and controlling fixture in feet x .434 p.s.i. /ft. E. Pressure loss due to water softeners, water treatment devices, instantaneous water heaters and backflow preventers. Conventional water heaters usually do not have a pressure loss. F. `i toys Developed length from water meter (building control valve or internal pressure - tank) to controlling fixture in feet 71' x 1.5. 44-OS With pressure available for uniform loss, go to applicable table for distribution sizing. 7'; SAD -6479 (R. 08/88)