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Home My WebLink About0109929-Plumbing e CITY OF OSHKOSH No 109929 OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 659 FREDERICK ST Owner HABITAT FOR HUMANITY OF OSHKOSH INC Create Date 07/07/2004 Contractor DRUCKS PLUMBING Category 410 - Residential-Interior Plan Bathtub 1 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 Serv Sink 0 Soda Disp 0 Lavatory 2 Lndry Tray 1 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 - - - - - - Toilet 2 Lndry Stndp 1 Clothes Wshr 0 Ice Chest 0 Flr/Wst Sink 0 Int Grease Trap 0 - Res. Sink 1 Disposal 0 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0 - - - - - - Bar Sink 0 Dishwasher 0 Beer Tap 0 Sculry Sink 0 Wash Ftn 0 RPZ Valve 0 - - Water Heater 1 Sump Pump 0 Dent. Oper. 0 Hand Sink 0 Urinal 0 Eye Wash Statn 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/ New single family residence 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 Parcelld # 0704290000 $77.00 U Permit Voided I Valuation $4,500.00 Plan Approval $0.00 Permit Fees Issued By Date 08/10/2004 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. Signature Date Address PO BOX 355 Agent/Owner MENASHA WI 54952 - 0000 Telephone Number 426-2654 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. WATER DISTRIBUTION DATASHEET Date: January 12,2005 f"' ~ Name: DRUCKS PLBG Project: NSFR Street: Street: 659 FREDERICK ST City: City: 1. ~ Gallon per minute buiding demand, predominatly Flush Tank. 2. ~ Low pressure at the Main in the Street. 3. ~ Lb loss from a,Q. ft difference in elevation from Main in the Street to the Water Meter. 4a.----.14 Lb loss from a 64.0 ft 1" Copper Tube Type K ASTM B88 water service from the Main in the Street to the Water Meter. Pressure loss detemined using a C value of 150, inside diameter of .995 and a velocity of 5.3 ft per sec. 4b.~ No 2nd part water latera!. 5. ~ Lb loss from a 3/4in Meter 6. ~ Lbs of pressure available at the Water Meter. This value is entered in (B) below. The (A) value Hsted below is determined by using the following formula, then rounding the result up. A~ B-(C+¡:+E) x 100 fA. ~ Pressure available for uniform loss (psillOO feet of pipe). B. ~ Lbs of pressure available at the Water Meter. C. ~ Pressure needed at the controlling fixture. TIS FAUCET D. ~ Lb loss resulting from a 10.0 ft difference in elevation from the Water Meter to the controlling fixture. E. -----A Lb pressure loss due to a no pressure loss devices serving the controlling fixture. F. ~ Ft Developed length from the 35.0 ft actual length of piping from the Water Meter to the controlling fixture. Maximun Allowable 10ed 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!. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value ofC 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 1 r 12/17/04 08: 05 FAX 7220651 DRl1CKS ~03 WATER CALCULATION WORKSHEET JnformaÓOII NeedecI for Wate1" Service S¡%¡ng Difference in elevation from main to meter (or external pressure tank to buiJdin¡: control valve). '),4" -....:!. Size of water meter (if appJicable). 1 Developed length from main to meter (or external pressure tank to buiJding control valve). 1. 2. .Jl:!. ~ .....£. 3. 4. S. Demand of buiJding in gaJ1ons per minute. Low pressure at main in street (or at external preSSUl"e tank). You Must First Find the Available PreSSlll'e After the Water Meter (or at building control valve). To obtain this pressure. you must: .,,<f.- ,~ ,1 pv/" 6. ~ Find pressure loss due to friction in...-.L inch water service. (o'~"" ~ p ¿.n Find pressure loss due to elevation. mJin to meter (or external pressure tank to building control valve). Multiply the difference in elevation by .434 p.s.Uft. Find pressure loss due to meter. (from manufacturer or AWWA). 7. Î.17 8. 7..S 9. ..:JL S~ ;;..L '15 Subtract the loss due to friction (Step 6). loss due to elevation (Step 7), and loss due to meter (Step 8) from the 10w main pressure (01' low pressure at external pressure tank). ThIs calculation is the available pressure after the water meter (or at the building centrol valve). This answer is entered in Line B, below. Infonnation Needed for Water Distribution Si;z:ing Using the fenowing formula. find the pressure available for uniform loss (p.s.i/lOO' of pipe) A = B - (C + D + E) x 100 WHERE; F A. lff.ð' Pressure available for uniform Joss (p.s.i.l100' of pipe). y5 Available pressure after Water meter (at the building control valve or low pressure at internal pressure tank). (See item 9, above). C. .-lL PreSsure needed at contro1l\ng fixture. D. .!::1::J:L Difference in elevation between water meter (building COntrol vallie or internal pressure tank) and controlling fixture in feet ...LQ: x .434 p.s.Uft. B. 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. ..5L'S' Developed length from water meter (building control valve or internal pressure tank) to controlling fixture in feet ~ x 1.5. . E. F. With pressure available for uniform 10ss. go to applicable table for distribution sizing. SRO-6479 CR. 08/88) 12117/04 1 !-(.. ~ , f.. ~ lo 5~ ; 08;05 FAX 7220651 DRtlCKS ~IJY' /1 "'"WI r...~~t..:L__....::."":""'_:_. 51. ðSt. 1(' ðJI, FYC'de.,.. Cl< \ ." "'"" -~, ~~"e",- ;;;;,. ;:;;, j~~i=-==~==~-- -;- J ¡ f\,/-D /.tlt<-~!'4'" 1.,__...1-,---"...._,...1..".... I I I J ' I "'---j----- l~~~ J ~.1~ ....1___- .L....,-_--. - --¡____I__~_~- 1 ßA-i¡, 6,""'1 (J.J-St",,:,~J.._--_._._'...----...L /s .,-~ , i ) ß..?/" ("r"'f,,~:~~~f.~~ - -no --'- . .,,1. -~ '., --~ :~'-I '-I J , +.--......-.-------.-- ¡ ..-.. - --- I : f'--:----'--¡------ -... "¡---'t ì 18 i. -I -----~.~1~~-:~-~~.1:-j){'s.-tr"'bu' t1on I Distributj"., Pipe - - I p ",P' 1-- '" ".,. ~ ina Size G,.f..M. 1>111 "..., 1 1/2 If ".S J---'l I: --¡ i )/4 If 13 I I i 1 It 1 1/4 II I_. 1 1/2" .- --- L 2 II R ' ¡ :2 1/1 " ;" . ¡'/1 d........-,I- <II, (00"" S¡""""C, 5':1'" R's,..l..>.ø/ II> \0 ,,/f'" r ( i.. .__1- .__.J........,-_.., Total {.S /,5 ( ,f :3 .S' ~02 NOXbliC I Public Flushorneter Flush Tank " wsr-ú. Service Type Buildillg Demand G.P.M. 1 ",< (ø'l'l4-' 1'2,8 (.n...H"~'" .. r-v-c.!.-rd:-