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Home My WebLink About0097659-Plumbing (interior) eD CITY OF OSHKOSH No 97659 OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 2381 SHORE PRESERVE DR Owner TONY LITJENS Create Date 09/04/2002 Contractor LARRY HANSEN PLBG Category 410 - Residential- Interior Plan Bathtub 2 Shower 1 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0 Whirlpool 0 Floor Drain 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0 Lavatory 4 Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Toilet 4 Lndry Stndp 2 Clothes Wshr 0 Ice Chest 0 Flr/Wst Sink 0 Int Grease Trap 0 Res. Sink 2 Disposal 1 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 1 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 NSFR 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 Valuation $8,700.00 Plan Approval $0.00 Permit Fees $120.00 Issued By •KW\ Date 10/01/2002 El Permit Voided In the performance of this work, I agree to perform all work pursuant to rules goveming the described construction. Signature Date Agent/Owner Address N -1044 TOWER VIEW DR GREENVILLE WI 54942 - 8683 Telephone Number (C)851 -6863 City of Oshkosh RECEIVED Inspection Services Division P O Box 1130 SEP 2 0 2vuC 0 Oshkosh, WI 54903 -1130 Phone: (920) 236 -5050 DEPARTMENT OF O.f HKOJH Fax: (920) 236 -5084 COMMUNITY DEVELOPMENT ON THE WATER Plumbing Permit Application 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 participating in the Permit Fee Account System and have adequate funds. check here if you want this processed through your account fl Job•Address (3R I F4-no2 , -PU _ 'V ,,Value (Including labor and materials) a^?(7') .0C) Date ct"-le Ck3 Owner )cly 1 1 It Q r IS Contractor IAD rZ Yl. iglu (vAki i f 1 MC ]Sin Family ❑Duplex ['Multi-Family ['Rental ['Commercial .J ❑Industrial Number of Fixtures: a O = 4' ) ZO. O d Bathtub Lndry Standp Dent. Oper. Shamp Sink Whirlpool Disposal --1_ Dip Well FIr/Wst Sink Lavatory Dishwasher _L_ Drink Ftn _ Catch Basin Toilet /I�� Sump Pump __J__ Wait. St. Wash Ftn Res. Sink C■ Ejector /Grind Ice Chest Urinal Bar Sink Water Softner Exam Sink Gar Drain Water Heater 1 Local Waste Sculry Sink Soda Disp Gas 0 Elect ❑ PwrVnt Clothes Wshr Hand Sink Coffee Maker Shower Bidet F Prep Sink Ice Maker __ Floor Drain I Beer Tap Sery Sink . - Site Drain Lndry Tray Ciassrm Sink Int Grease Trap Roof Drain Lab Sink. Surgeons Sink Ext Grease Trap Standp Rec Plaster Sink Breakrm Sink Sterilizer Electric Contractor OR ['Electric Installation Verification form attached (If Replacement) Use / Nature of Work Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service 3/02 Plumbing Permit Work Card Job Address 2381 SHORE PRESERVE DR Permit Number 97659 Create Date 09/04/2002 Owner TONY LITJENS Contractor LARRY HANSEN PLBG tegory 410 - Residential- Interior Plan Value $8,700.00 _..thtub / O 2 Shower .r 1 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0 Whirlpool 0 Floor Drain 1 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0 Lavatory 1 1 Lndry Tray 0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Toilet 11 f + 4 Lndry Stndp 1 1 2 Clothes Wshr 0 Ice Chest 0 FIr/Wst Sink 0 Int Grease Trap 0 Res. Sink / 2 Disposal / 1 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 / 1 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 Use /Nature NSFR of Work 1 Size Material Type # Conn.Type Sanitary Sewer 0 0 0 Storm Sewer /� 0 V\ 0 7 ( - 0 O 0 '\/.. ' 0 Water Service 0 0 0 0 0 Date Type Inspector Date/Time requested: Notice Type: Telephone Number: Access: Ready Date/Time: • Requested By: Q Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid Fixture Listing Date: November 26, 2002 Name: LARRY HANSEN PLUMBING Project: NSFR Street: Street: 2381 SHORE PRESERVE DR City: City: Non Public Use Fixtures Hot Cold Total 2 Automatic Clothes Washer 2.00 2.00 3.00 1 Dishwashing Machine 1.00 .00 1.00 2 Hose Bib, 1/2" diameter .00 6.00 6.00 2 Kitchen Sink 2.00 2.00 3.00 1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 1 Lavatory .50 .50 1.00 1 Water Closet, gravity type flush tank .00 2.00 2.00 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 Public Use Fixtures _ Hot Cold Total 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 12.00 24.00 29.50 19.7 Gallon per minute demand of the building. Predominatly Flush Tank 14.7 Pressure available for uniform loss. For the table use - 15.0 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 5 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 6 0 18 34 62 112 270 484 776 1835 36 a 7.,J 24 WATER DISTRIBUTION DATASHEET Date: November 26, 2002 Name: LARRY HANSEN PLUMBING Project: NSFR Street: Street: 2381 SHORE PRESERVE DR City: City: 1. 19.7 Gallon per minute buiding demand, predominatly Flush Tank. 2. 55.0 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. 2.1 Lb loss from a 15.0 ft 1" Copper Tube Type K ASTM B88 water service from the Main in the Street to the curb stop. Pressure Loss detemined using a C value of 130 , inside diameter of .995 and a velocity of 8.1 ft per sec. 4b. 4.4 Lb loss from a 40.0 ft 1" Copper Tube Type K ASTM B88 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 150 , inside diameter of .995 and a velocity of 8.1 ft per sec. 5. 2.2 Lb loss from a lin Meter . 6. 46.3 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. 15 Pressure available for uniform loss (psi/100 feet of pipe). B. 46.3 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. PRSR BLNC SHWR VALVE - MASTER BATH D. 8.7 Lb loss resulting from a 20.0 ft difference in elevation from the Water Meter to the controlling fixture. E. .0 Lb pressure loss due to a WTR SFNR serving the controlling fixture. F. 120.0 Ft Developed length from the 80.0 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 5 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 6 0 18 34 62 112 270 484 776 1835 11/26/2002 22:48 9207575807 HANSEN PLUMBING INC __ PAGE 05� 7•W/1TXR CALCULATION WORKSHEET FOR / M' i ph *ma 0110ACT ; e Sts - w.� A. INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE 1. Dsmend.of buldirq in building In gallons per minute. WSFVs aq " _ (GPM) t 9 2. Differ noe in elevation from main or external pressure tank to building control valve. (feet)k_ - 3. • Size of water meter (when meter is required) .W8" 3/4" „_, 1" ,1 -1/2' _, 2' _ , larger size 4. Developed length from main or external pressure tank to building Control valve. (feet) ./Q S. Low 'resiiire at main In street or external pressure tank. (Psi) S' CALCULATE WATER SERVICE PRESSURE LOSS 6. Low pressor at mein in street or external pressure tank. (value of S 6 above) SIC-- 7. ' Determine pressure loss due to friction In f Inch diameter water service. 7 value of 'r _ J- 7 , 5` (Water service piping material is C V/ t." e £ P subtotal ,5$ 8. ' Determine pressure loss due to elevation, (fir the value of *2 above by .434) Subtract value of 6 8" / 2 ° ' IL Available pressure after the bldg. control valve. (enter In "B" below) subtotal .S/''„ s ' CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A ") B. Available pressure after the bldg. control valve. (from 'g. above) Value of "B" .6 `7S C. Pressure loss of water meter (when meter is rewired) Subtract value of 'C' , d subtotal ''11 9,,5 D. Pressure at controlling fixture. Subtract value of "D" ,2 .2 (Contraling fixture Is Q2 d ) subtotal c!, 9 • . E. Difference in elevation between the building control valve and the controlling Axture in feet 2.0 , X .434 psi/ft. Subtract value of 'E` ?I . di? subtotal _ /• F. Prawns loss due to water treabnent devices, instantaneous water kSstisrs and bracken, preventers which serve the controlkig fixture. (P lass due to T--- Subtract value of 'F' ) subtotal ..2Z.42..2__ G. Developed length thorn building control valve to controling - fixture in feet, VO , X 1.5 . Divide by value of •G"' /10 • (Water distribution piping material is II(/' ' �/K ew 1 ) i Multiply by _ER— A. • Pressure avelte for uniform loss "A" _ ' 6. / 7