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Home My WebLink About0067357-Plumbing (interior) . OSifK6SH CITY OF OSHKOSH No 0067357 PLUMBING PERMIT - APPLICATION AND Ri:CORD. ON THE WATER Job Address 1781 HUNTERS GLEN DR Owner KEVIN LICHTENBERG Contractor JIM'S PLUMBING Category 410 - Residential-Interior Bathtub 1 Shower 2 Ejector/Grind Dip Well F p'rep Sink - - Whirlpool 1 Floor Drain 1 Water Softner Drink Ftn Serv Sink - - Lavatory 6 Lndry Tray 1 Local Waste Wait. St. Shamp Sink - - Toilet 4 Lndry Stndp 1 Clothes Wshr Ice Chest Flr/Wst Sink - - Res. Sink 1 Disposal 1 Bidet Exam Sink Catch Basin - Bar Sink Dishwasher 1 Beer Tap Sculry Sink Wash Ftn - Water Heater 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 Create Date 08/13/98 Plan Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap Ize Sanitary Sewer Storm Sewer Water Service Valuation $10,000.00 Plan Approval $0.00 Permit Fees $88.00 Issued By Date 11/17/98 U Permit VOided I In the performance of this work, I agree to perform all work pursuant to rules governing the described, construction. Signature Date Agent/Owner GREENVILLE WI 54942 - 0 Address W-6166 GREENVILLE DRIVE Telephone Number 757-5258 OR 757-6 Contractor 9-05-1998 8:33AM -;0. FROM JIM'S PLUMBING 757 6482 Bathtub II WhirlPool ~ Lavatory 1 '. . Toilet I / IlL ReS. Sink !.L- Bar Sink .... 115~ II . Site .Draln Roof Drain ~o OS~SH PLUMBINQ' PERMIT - APPLlCA T' r"'~b;d:::ER [7 g I ~,J~ CkJ _ Own~ A.,i, JIM'S PLUMBING Shower f:IeM Ii. .Itt- Lndry Tray Lndry StIldp .aIe,...1 Dishwasher ~1l'li"'V Cfassnn Sink Steakrm Sink UseINature of Work NSF r Valuation II/om Issued By 1[..12.. Lt', LL !L ~ LL Sanitary Sewcrr Stonn SnIef" Water SoMele Plan Approval Ejector/Grind Water Softnllr Local Waste Clothes Wlohr BIdet BcerTlIp Dent. Oper. Lab Sink Sterltlmr CITY OF OSHKOSI Category 10 RECORD ,,'\-t. j Dip Well Drink Ftn Walt. Sl lee Chest Exam Sink Sc:ulry Sink Hand Sink Plaster Sink Surgeons Sink ~ 1::L/:p/ 1/3 F Prep Sink SelV Sink Stulmp Sin1c FlrlWst Sink ~atc:h Basin Wash Ftn Urinal Standp Rec lee Maker P.2 No ~ 75s'"1 Create Oatlt 91an Gar Drain Soda Di5p Coffee Maker Int GMUlt Trap Extqrease Trap IZIt @ I~ PennltFee$ Date Slgnatufe AddAlU r> .-.~ ~ .~ D i"emI/t VO~ t rfolm ~\1i< punsuant to Nle$ governing U1e described oonstrudion. AgentlOwI1l!lf GREENV1U.E WI 54942 - 0 Telephone Number Date ?/r- I'll 157 .5~8 ~R 751.0 t ~,,--. ""') 1"6 r FIXTURE LISTING SHEET Purchaser's name here Reference: Andrew Homes Inc. Date: 11-17-1998 Address: 17~1 Hunters Glen City: Oshkosh NO" NONPUBLIC USE FIXTURES Hot Cold Total 1..0 1..0 1..5 1.5 1..5 2,,0 1..0 0,,0 1..0 0.0 6,,0 6.0 1" 0 1..0 1.5 1.0 1.0 1.5 1.5 1.5 .3,,0 0.0 2.0 2.0 2.0< 3.5 4.0 1.5 3.0 3,,5 Hot Cold Total 10.50 20.50 26.00 1 Automatic Clothes Washer ------------------- 1 Wit? Tub wi th 0 t' Wi thout Showe r Head _~'''._'n..__ 1 Dishwasher --------------------------------- ? Hose 8i b 1 /2 ,~.----,,---.------,----.-.--.---,--------,-- 1 Kitchen Sink -----------~---------------~--- ; Laundry Tray ------------------------------- ~ j L"av,~ to 'ry _'''_'_'''''''''''''_''''_"__,__'"_,_",,__w,___,,,,,_,,_,_.,,_,~."."".--- 1 Water Closet, Gravity type Flush Tank ------- 3 ...t"~8athtub. Lav & (..I,later Closet,-FT ,,,,__w,_____".,,,,,,_,,,,_,_ i'.. ~4-"''7-Shm~Je r. Lav & tIo,l.~ te t" Closet""FT --"'"".-.,,--,,------ .:::-- . 1311 Total water supply fixture units f'.. I I 17,,6 Demand of building in gallons per minute" Predominate flush tank 0.0 Gallons per min added for Cont. Flow Special fixtures & equip" 0.0 Water Supply Fixture Units added for Intermittent Flow equip" 23,,2 Pressure available for uniform loss" For table use. - 24,,0 Controlling fixture & location: MAX I 1'1UM ALLOWABLE LOAD FOR COPPER TU8E TYPE M PIPE SZ 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 GPM 6.0 13"0 21"0 32.0 46.0 80"0 120 175 280 tIoJSFU FM 0"0 4.5 7.0 16,,0 40.0 148"0 365 740 1630 I;JSFU FT 7"0 18.0 32.0 60.0 113,,0 275.0 475 780 1630 f"'" /-- 11 C- iIJ 1-- ~W P I ., Ow " - k,-5 J- /:( , v I .s 7-. .,. II C- ., - V\J " ,; i ~ &: L, ' 'r: ) s -- ~ U - W ~) ~ ... :L ~€r( S/r - L \J ,- IAJ "7 ----- 18 j. -I 3 ~ .. WATER CALCULATION WORKSHEET (, , ,.J U rc hase r s name he re For: Andrew Homes Inc. Demand of building in gallons per minute. 1 . 17.6 2" 49.0 3. 2. 0 4. :50. " 20.0 5b. 25.0 Low pressure at main in street (or at external pressure tank). Difference in elevation from main to meter (or external pressure tank to building control valve). Size of water meter (if applicable). Developed length from main to curb stop (if no curb stop then from main to meter, or external pressure tank to building control valve). Developed length from curb stop to meter. You Must First Find the Available Pressure After the Water Meter (or at building control valve). To obtain this pressure. you must: Find pressure loss due to friction in service main to curb (If no curb stop Find pressure loss due to friction in service curb to meter. 1 K inch water then from main to meter). 1 K inch water 6a. 2.5 6b. 3.1 0.9 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.jft. 7. r 8. 0.0 Find pressure loss due to meter (from manufacturer or AWWA). 9. 42.6 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 8. below. A : ((8 -(C + D + E)) divided by F) X 100 lNHERE: 24.0 Pressure available for uniform loss (p.s.i.jl00' of pipe). A. 42.6 Available pressure after water meter (at the building control valve or low pressure at internal pressure tank). (See item 9. above). 8. 20.0 Pressure needed at controlling fixture. C." 6.9 Difference in elevation between water meter (building control valve or internal pressure tank) and controlling fixture in feet 16.0 x .434 p.s.i.jft. D. 0.0 Pressure loss due to water softeners, water treatment devices, instantaneous water heaters and backf~ow preventers which serve the controlling fixture. Conventional water heaters usually do not have a pressure loss. E. r, F. 67.5 Developed length from water meter (building control valve or internal pressure tank) to controlling fixture in feet 45 x 1.5. 12-02-1998 2:20PM FROM ~IM'S PLUMBING 757 6d82 . f""-.. " FIXTURE LISTING SHEET Purchaser's name here P.2 Reference: Andrew Homes-Lichtenberg Date: 12-02-1998 City: Oshkosh Address: 1781 Hunters Glen NO- NONPUBLIC USE FIXTURES 1 Automatic Clothes Washer ------------------- 1 Bath Tub With or Without Shower Head ------- 1 Dishwasher --------------------------------- 2 Hose Bib 1/2 ------------------------------- 1 Kitchen Sink ------------------------------- 1 Laundry Tray ------------------------------- 3 Lavatory ----------------------------------- 1 Water Cl(')set, Gravi ty t.ype Flush Tank -.----'-- 1 Bathtub, Lev & Water Closet-FT ------------- 2 Shower, lav & Water Closet-FT -------------- Total water supply fixture units Hot Cold To ta 1 LO 1.0 .1..5 1.5 1.5 ~? 0 1..0 0.0 1.0 0.0 6.0 6..0 LO 1.0 1.5 l.0 :1..0 1.5 1.5 1.5 3.0 0.0 2.0 2..0 2.0 3_5 4.0 3.0 6.0 7.0 Hn t. Cold Total 12,,00 23.50 29..50 19.7 Demand of building in g~llons per minute.. Predominate flush tank 0.0 Gallons per min added for Cent. Flow Special fixtures & equip. 0.0 Water Supply Fixtur~ Units added for Intermittent Flow equ1p. 14.3 Pressure available for uniform loss. For table us~. - 15.0 Controllinq fixture & location: r MAXIMUM ALLOWABLE LOAD FOR COPPER TUBE TYPE M PIPE 52 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 GPM 4.5 11.5 21.0 32.0 46..0 80.0 120 175 280 WSFU FM 0.0 4.0 7.0 16.0 40.0 1.48.0 365 740 1630 WSFU FT 5.0 16.0 .32.0 60.0 11-3,,0 275..0 475 780 .1630 r" 12-02-1998 2:20PM .. '. r\ FROM JIM'S PLUMBING 757 6482 P,3 WATER CALCULATION WORK,SHEET Purchaser's name here Demand of building in gallons per minute.. L J.9.7 2.. 49,,0 3. 2..0 4.. J>/4 Sa. 15..0 St>. 30..0 For: Andrew Homes-Lichtenberg Low pressure at main in street (or at external pre53ure tank). DiffE~rence in elevi?l.tion from main to meter (or external prt1lSSure tank to building control valve). Size of water meter (it applicable). Developed lsngth from main to curb stop (if no curb stop then from main to meter". or external pressure t.ank 'to bl/ilding <.::ont.r"oJ. valve). [)evelop€.~d length from curb stop to meter.. You Must First Find the Available Pressure Afterths Water Meter (or at building control valve)_ To obtain this pressure. you must: 64\ .. 2. .3 6t.:l.. 4.. S 7. O. 9 r 8. 5,.8 9" 35.. 5 WHERE: Find pressure loss due to friction in service main to curb (If no curb stop Find pressure loss due to friction in service curb to meter. 1 K inch water then from main to meter). 1 K inch water Find pressure loss due to elevation, main to meter (or external pr'assure tal"1k to buil.ding cont.rol valve). Multi.ply t.hEl diffeni~nc:e in elevation by .434 p.s.i./ft. I F'ind pneSSUr'e loss due to meter' (from manufacturer or AWWA). Subtract the loss due to friction (Steri 6). loss due to elevation (Step 7). <:.nd los$', due to m(~ter' (st.ep 8) from U)e 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. A.. 15.0 Pressure available for uniform 1055 (p.5.i./l00' of pipe). A = ((8 -(C + 0 + E)) divided by F) X 100 8. 35.5 Avai labIa preSSl.lre a ftar water mete r' (at the bui ldi ng control valve or low pressure at i,nternal pressure tank)" (Se~3 item 9. above). c. 20.0 Pressure needed at controlling fixture.. D. 6..9 Differel"1ce in elevation between water meter (building control valve or interns 1 Pressun~ tank) and controlli n9 fi xture 1n feet 16.0 x ..434 D.s.i./ft. E.. 0.0 Pressure loss due t.o water softeners.. Wi~t.Elr t.reatment devices. instantaneous water heaters and backflow preventers which serve the controlling fixture. Conventional water heaters usually do not have a pressure loss.. F.. 60..0 DevelopedlE,Hlgth from water" mete.r (building control valve or internal pressure tank) to (".;ontro.llingfixture in feet 40 >< 1.5. r,