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HomeMy WebLinkAbout0076396-Plumbing (interior) (&) CITY OF OSHKOSH No 0076396 OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 3193 BELLFIELD DR Owner RUSCH HOMES Create Date 01/27/2000 Contractor HANSON QUALITY PLUMBING Category 410 - Residential- Interior Plan Bathtub 1 Shower 2 Ejector /Grind Dip Well F Prep Sink Gar Drain Whirlpool Floor Drain 1 Water Softner Drink Ftn Sery Sink Soda Disp Lavatory 3 Lndry Tray Local Waste Wait. St. Shamp Sink Coffee Maker Toilet 3 Lndry Stndp 1 Clothes Wshr Ice Chest Flr/Wst Sink Int Grease Trap Res. Sink 1 Disposal 1 Bidet Exam Sink Catch Basin Ext Grease Trap Bar Sink Dishwasher 1 Beer Tap Sculry Sink Wash Ftn Water Heater 1 Sump Pump 1 Dent. Oper. Hand Sink Urinal Site Drain Classrm Sink Lab Sink Plaster Sink Standp Rec Roof Drain Breakrm Sink Sterilizer Surgeons Sink Ice Maker Use /Nature of Work NSFR Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service Valuation $4,830.00 Plan Approval $0.00 Permit Fees $64.00 Issued By vyy Date 04/12/2000 0 Permit Voided In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. Signature Date Agent/Owner Address 550 N BLUEMOUND RD APPLETON WI 54915 - 0000 Telephone Number 730 -0205 V) CITY OF OSHKOSH No 2 6394 OSI I KOSH PLUMBING PERMIT - APPLICATION AND RECORD ON 111E. WA I FR • .1 rlriross 3/9f &J/e7 Owner 1 Crete Dale Contractor F- tO\Sn,SQ oo l -v ('1k , Category .110 - Resicfenlial Interior Plan • Raihtub i / / Shower f f9nr.tor /Giind Dip Well r Prep Sink __ Gar Drain - Whirlpool Floor Drain /7 Water Softner Drink rte Sery Sink Soda Disp Lavalory II / l.ndry Tray Local Waste. Wait. St. Shamp Sink Coffer. Maker _ –_ Tara tf13 bully Slndp ,/� Clothes Wshr Ice Chest FIr/Wst Sink - Inl Grease Trap J Res. Sink /4_ Disposal Cy Bidet Exanl Sink Catch Basin . Ext Grease Trap Bar Sink Dishwasher // Beer Tap Scuiry•Slnk - Wash Fin Water Ilealnr ji Sump rump // Dent. Opor. Hand Sink Urinal –_— Site Drain Classrm Sink Lab Sink Plaster Sink . Starulp Roc Roof Drain Breakrm Sink Sterilizer Surgeons Sink Ice Maker Use/Nafure of Work NSF i 1 I Size Wilder ial I ype. 77 — t5nn. I ype Sanitary Sewer • Storer Sewer F 8/ Water Service - 1 Valuation ,,j3 V © + B r J Permit Fees / c0 ao Issued fly U 1 Dale r I Permit Voided In the performance of this work, 1 agree to pe form all work pursuant to rules governing the described construction. Signature. 7/7‘,&e_ Date L/- y—Oa Agent /Owner Address 3o.io KNApr ST RD 051 IKOS1 I WI 54001 - 0000 Telephone Number 735 -7763 Fixture Listing Date: August 4, 2000 Name: HANSON Q PLBG Project: NSFR Street: Street: 3193 BELLFIELD 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 2 Hose Bib, 1/2" diameter .00 6.00 6.00 1 Kitchen Sink 1.00 1.00 1.50 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 8.00 17.50 21.00 14.6 Gallon per minute demand of the building. Predominatly Flush Tank 39.4 Pressure available for uniform loss. For the table use - 40.0 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 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 g / 3 0 WATER DISTRIBUTION DATASHEET Date: August 4, 2000 Name: HANSON Q PLBG Project: NSFR Street: Street: 3193 BELLFIELD City: City: 1. 14.6 Gallon per minute buiding demand, predominatly Flush Tank. 2. 60.0 Low pressure at the Main in Street. 3. 1.3 Lb loss from a 3.0 ft difference in elevation from Main in Street to the Water Meter. 4a. 1.2 Lb loss from a 15.0 ft 1" Copper Tube Type K ASTM B88 water service from the Main in Street to the curb stop. Pressure loss detemined using a C value of 130 , inside diameter of .995 and a velocity of 6.0 ft per sec. 4b. 8.9 Lb loss from a 70.0 ft 1" PE Tubing CTS ASTM 2737 AWWA C901 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 150 , inside diameter of .860 and a velocity of 8.1 ft per sec. 5. 3.2 Lb loss from a 3 /4in Meter . 6. 45.4 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. 40 Pressure available for uniform Loss (psi /100 feet of pipe). B. 45.4 Lbs of pressure available at the Water Meter. C. 8.0 Pressure needed at the controlling fixture. T/S FAUCET - MASTER BATHRM 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. 75.0 Ft Developed length from the 50.0 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 ( eAJ l e 3 / . 5 — / T ;2c) / / /,„ •4!. OSIIIZ0SI-1 WATER CALCULATION WORKSHEET ON T I IF_ VVA1 ER • • sal!::... _,,.�... _ . INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE •!'7. ; " • , ' '; _ • • 1. Demand of building in building lops p - . . nute. ...• - • 2. Difference in elev f or main extemal p tank to•tiulin(ng.00ntiol.vaive. (fe • air ed ..1518" ' ' 1 %Z rger size 3. Size termefe (when .r m eted • 1�.•� . , =,r� �.. �� .:'?•••4 1•"• / . Ni . M r: }ice. +':' �v{ -��' • t Wi C 'r f " , V l. . 1 ' .1r w .4••S. ..• . •* .! - :n : � : � n `S , f• :.L F,.• .• a S' t • r.. r . ".•'...let+ �h,.t f ' , � , ` •^. fe 4 • veloped le �th from matn'of ex pressu fo'buIldtngconl 5 1 v alve: : :..-.• : .: • . ( et) .)*4.`‘• . r+. y� r ,181n �: 4 � d '44.1 S : 7. CO Cam » 'S< � ^ � su .C. : .. - � yc t n.. 'k -v:�x� ^, 1 '.: . 5 . Low pressure, at mainaii�sfreet ore ma `presre ,tarllC:..!.'•'•ir,:i : �' '.i a }.- +x ;''ti ".� (Psi • V _ t . • CALCULATE WATER SERVICE PRESSURE LOSS - G 6. Low pressure at main in street or extemal pressure tank.(value of # 5 above) 7. • Determine pressure Toss due to friction in / inch diameter Subtract value of '7 3 water service. subtotal 57,7 8. Determine pressure loss due to elevation, • Subtract value of '8' 3 (multiply the value of # 2 above by .434) • 9. Available pressure after the bldg. control valve. (enter in 'B' below) subtotal s7.y CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF. "At') • B. Available pressure after the bldg. control valve. (from "9" above) Value of 'B" S Z C. Pressure loss of water meter (when meter is required) Subtract value of 'C' subtotal 5-41 I D. Pressure at controlling fixture. Subtract value of `D subtotal V G - ` E. Difference in elevation between the building control valve • Subtract value of 'E" 7 and the controlling fixture in feet X .434 psi/ft. subtotal .g' G F. Pressure loss due to water treatment devices, instantaneous water heaters and backflow preventers which serve the Subtract value of 'F' controlling fixture. subtotal 3 g - • G G. Developed length from building control valve to controlling plvid© by value of 'G' fixture in feet 5e- X 1.5 subtotal , 55 Multiply by 100 A Pressure available for uniform loss N . OD ^I !" • •, :. �' td �y R O C C N ( la 3 m PJ at cp l g 3 _ C a m N 5 Ci) m ° D �3 O • -p mac • o5• S y°a c a � - 0 c m -o m- m m -rim; —02 DI = c CD° I . h Th1 Er ca. a m m co" 3 = < 7 cp m 7 DI C •- co N ( w v O. Cm co ea � -{ lD o a m 0 DJ N o • O •7C t.7.:1-,, -' ? 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