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Home My WebLink About0076402-Plumbing e OSHKOSH ON THE WATER Job Address 1028 MACARTHUR RD Contractor Bathtub Whirlpool Lavatory Toilet Res. Sink Bar Sink Water Heater Site Drain Roof Drain Use/Nature of Work Valuation Issued By CITY OF OSHKOSH No 0076402 PLUMBING PERMIT - APPLICATION AND RECORD JIM'S PLUMBING 2 Shower Floor Drain 1 2 Lndry Tray 1 - - 2 Lndry Stndp 1 1 Disposal Dishwasher 1 Sump Pump 1 Classrm Sink Breakrm Sink Owner PAUL JACQUES Create Date 03/27/2000 Category 410 - Residential-Interior Plan Ejector/Grind Dip Well F Prep Sink Gar Drain Water Softner Drink Ftn Serv Sink Soda Disp Local Waste Wait. St. Shamp Sink Coffee Maker Clothes Wshr Ice Chest Flr/Wst Sink Int Grease Trap Bidet Exam Sink Catch Basin Ext Grease Trap Beer Tap Sculry Sink Wash Ftn Dent. Oper. Hand Sink Urinal Lab Sink 0 Plaster Sink Standp Rec Sterilizer Surgeons Sink Ice Maker NSFR Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service $5,800.00 $0.00 Permit Fees $52.00 Plan Approval ~ Date 04/12/2000 D Permit Voided [ Signature In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. Date Agent/Owner GREENVILLE WI 54942 - 0000 Telephone Number 757-5258 OR 757-64 Address W-6166 GREENVILLE DRIVE WH I LE YOU HERE AWAY V fJ1 FOR DATE M TIfvE /,2.,#/'J (~ FOR DATE M WH I LE YOU ~/ERE AWAY U OF PHONE .",' OF PHONE q/~ c tlfvE/ c): .;2:2- I #~ J~v P4 TELEPHONED I PLEASE CALL CALLED TO SEE YOU WILL CALL AGAIN WANTS TO SEE VOO URGENT RE1URNED VOOR CAl..l SPECIAL ATTENTION TELEPHONED PLEASE CALL CALLE} TO SEE YOU WILL CALL AGAIN WANTS TO SEE VOO URGENT . RE1URNED VOOR CAl..l SPECIAL ATTENTION fYESSAGE fZ' MESSAGE .leG- /0.) $ //fC44d~ I ,. . '.' .' .. /;;2'fJ/J1e;;~gO f<.S5:/1J .s-~ -S-;1 # S I GNEn /.;2.: / <7 ) ~ ---;J ,....--... , J. 'ffi :J :J tJ 0 ~ '- >- C 5 CD. 3:l 010 '1:J=>al(l)Cl CD 10 -cB 10 a tJ .CD B = ~ .cCDC-c(/)IOZ g fJ a ~ t ~ ~ - CD G:l' <0 10 0- 0: f2C:o:t.J~~::J 0000000 OJ E F ~ I W ...I - :I ~ 3 ..eC3 ~o ! fffi CD E '- QJ - tJ ~ QJ = 010 !:E 00 ~ gJ;g E. o ;> u; Co':: ell I b,: 8- ;1- II m lD Gl Gl II ~ ',,' ~. SI !,,:NED " c. o jJ ro to OJ a. o '~ ~ ~"'- ~ f?PO-02.~ Plumbing Permit Work Card Permit Number .JlOOOOOO ? t ~-2-- Contractor JIM'S PLUMBING Plan Create Date 03/27/2000 Job Address 1028 MACARTHUR RD Owner PAUL JACQUES ~ J '-t?()O (/0 ~YalJJ~~-'~ :;) D . ~ ~_;. ",~,,,~-:,-,,,,,,,-~,,-,,,,=,",,,,,,;,~t'~"'''';;".;;,c.;;.,;,;;;~'~ Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap ~~tegory t ,htub Whirlpool Lavatory Toilet Res. Sink Bar Sink Water Heater -.lL Site Drain f /1- rrr I 'z, 11- Roof Drain Use/Nat.ure~~ of Work Shower Ejector/Grind Dip Well Floor Drain 71 Water Softner Drink Ftn Lndry Tray 11- Local Waste Wait. St. Lndry Stndp ~ Clothes Wshr Ice Chest Disposal ~ Bidet Exam Sink Dishwasher L1-. Beer Tap Sculry Sink Sump Pump JL Dent. Oper. Hand Sink Classrm Sink Lab Sink Plaster Sink Breakrm Sink Sterilizer Surgeons Sink .--_..='"-"'....._~ " ' / -..,.,--, r fJrw 5fVlJlr ;~, Iy F Prep Sink Serv Sink Shamp Sink FlrlWst Sink Catch Basin Wash Ftn Urinal Standp Rec Ice Maker Sanitary Sewer Storm Sewer h .iter Service Size Material Type # Conn.Type PJ 6/31/00 It 5'~ '\ ;3rg')c( -- F ~/c9QJ ,(p ~ ~/l}' ~ Inspector U ApprGved Date DO/DO/DODO Type r .. (' ))J -- ?-~r~~TI'!'..', !-T/S/ /-rJJ !-O~IJJ~~e~p ~K ~ot:-- '. WATER DISTRIBUTION DATASHEET Date: March 30, 2000 Name: Crowner Construction Project: Paul and Debbie Jacques Street: 4553 Cty Road "E" City: Oshkosh, WI 54904 Street: 1028 McArthur Road City: Oshkosh 1. 17.3 Gallon per minute buiding demand, predominatly Flush Tame 2. 71.0 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. 2.8 Lb loss from a 25.0 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 7.1 ft per sec. 4b. 2.0 Lb loss from a 30.0 ft 1" PVC Tubing ASTM 1785 Sch-40 water service from the curb stop to the Water Meter. - Pressure loss detemined using a C value of 150, inside diameter of 1.049 and a velocity of 6.4 ft per sec. 5. 4.5 Lb loss from a 3/4in Meter 6. 60.4 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 ~ Pressure available for uniform loss (psi/IOO feet of pipe). B. ~ Lbs of pressure available at the Water Meter. ~ / C. ~ Pressure needed at the controlling fIxture. Pressure balanced shower valve D. ~ 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 ~ no pressure loss devices serving the controlling fIxture. F. 82.5 Ft Developed length from the 55.0 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 11/2 2 21/2 3 4 Actual 1. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value ofC 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 Maximrnp. 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 . Maximiun FT WSFU 8 0 17.5 34 60 110 270 480 776 1833 ~ ~ Fixture Listing Date: March 30, 2000 ~ Project: Paul and Debbie Jacques Name: Crowner Construction Street: 4553 Cty Road "E" Street: 1028 McArthur Road City: Oshkosh. WI 54904 City: Oshkosh 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 4 Hose Bib, 1/2" diameter .00 12.00 12.00 1 Kitchen Sink 1.00 1.00 1.50 1 LaWldry Tray, 1 or 2 compartment 1.00 1.00 1.50 2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00 Total Water Supply Fixture Units 8.00 22.00 25.50 17.3 Gallon per minute demand of the building. Predominatly Flush Tank: 44.8 Pressure available for uniform loss. For the table use - 45.0 Maximun Allowable load for Copper Tube Type M. ASTM B88 Nominal Size 1/2 5/8 3/4 1 11/4 11/2 2 21/2 3 4 Actual 1. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value ofC 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 .~ ~.J: ~ / Fixture Listing ",. .~ Date: May 30, 2000 Name: JIMS PLUMBING Project: NSFR Street: Street: 1028 MACARTHUR LN City: City: Non Public Use Fixtures 1 Automatic Clothes Washer 1.00 1.00 1.50 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 1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00 Hot Cold Total Total Water Supply Fixture Units 8.00 22.00 25.50 17.3 Gallon per minute demand of the building. Predominatly Flush Tank 26.2 Pressure available for uniform loss. For the table use - 27.0 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 21/2 3 4 Actual 1. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value ofC 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: May 30, 2000 Name: JIMS PLUMBING Project: NSFR Street: Street: 1028 MACARTHUR LN City: City: 1. 17.3 Gallon per minute buiding demand, predominatly Flush Tank. 2. 57.0 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. 6.2 Lb loss from a 55.0 ft 1" Copper Tube Type K ASTM B88 water service from the Main in Street to the Water Meter. - Pressure loss detemined using a C value of 130, inside diameter of .995 and a velocity of 7.1 ft per sec. 4b.--=.Q. No 2nd part water lateral. 5. 4.5 Lb loss from a 3/4in Meter 6. 45.1 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. -.-lJ... Pressure available for uniform loss (psi/lOO feet of pipe). ~ B. ~ Lbs of pressure available at the Water Meter. C. ~ Pressure needed at the controlling fixture. PRSR BLNC TIS VALVE-MASTER BATH D. ~ 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. 82.5 Ft Developed length from the 55.0 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 21/2 3 4 Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value ofC 130 130 130 130 130 130 130 130 130 130 V elocit~ 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 ~ /