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Home My WebLink About0131960-Plumbing (interior) SHKOSH ON THE WATER Job Address 3825 SHOREBIRD CT Contractor GERRITTS PLUMBING INC Bathtub Whirlpool Lavatory Toilet Res. Sink Bar Sink Water Heater Site Drain Roof Drain Misc. Fixtures Use/Nature of Work 1 Shower Floor Drain 4 Lndry Tray 3 Disposal 1 Dishwasher _ Sump Pump 1 Classrm Sink _ Breakrm Sink _ Ejector/Grind 3 CITY OF OSHKOSH PLUMBING PERMIT -APPLICATION AND RECORD Owner JAMES W/GAIL A STEVENSON Category 410 -Residential-Interior 2 Water Softner ' Wait. St. Shamp Sink 1 Local Waste Ice Chest FIr/Wst Sink 2 Clothes Wshr 1 Exam Sink Catch Basin 1 Bidet ' Sculry Sink Wash Ftn 1 Beer Tap ' Hand Sink Urinal 1 Lab Sink Plaster Sink Standp Rec Sterilizer Surgeons Sink ice Maker Dip Well F Prep Sink Gar Drain Drink Ftn ', Serv Sink Soda Disp Valuation $14,900.00 Plan Approval $0.00 Issued By No 131960 Create Date 06/02/2008 Plan Coffee Maker Int Grease Trap Ext Grease Trap RPZ Valve Eye Wash Statn 2 Wtr Sewer Mtrs Deduct Meters Wtr Usage Mtrs Permit Fees >. $168.00 ^ Permit Voided Date 07/31/2008 In the pertormance 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 Agent/Owner Address 709 DEERVIEW DR APPLETON WI 54913 - 0000 Telephone Number 920-739-1399 ~ v saneauie inspecuons please can 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. it~°1.28;._2008 8;22AM lnspection Services Division P 0 Box 1130 Oshkosh, WI 54903-1130 Phone: (920) 236-5050 Fax: (920) 236-5084 No. 2783---.P ,~_~ :a JUL 2 9 5' ~ J~1~:~1~J< I~ivJ.. 0 7 Ea . Plumbing Permit Applica~~~'~I~ °Ev'EJ_OJ~P~I~i`~ INS ON SE2VICES DI~lISION 1 hereby apply for a permit to do and install tho following plumbing on the premises hereinafter described, the work to conform to the Wisconsin State Plumbing Codo, in the performance of which all parties hereto agree to and arc bound by said statutes. ~I ~ Application(s) and fee(s) can be brought to'City Hall, Room 205 or mailed t0 Inspection Services, PO pox 1128, Oshkosh Wl 54903-1128. Commencing work without permit(s) will result in fees being doubled or 5100.00 plus the normal permit fee, which ever is greater. OR ** Advisory -For applicable projects, an ~lecixical Ynstallation Verification {EIY) Fo:m, signed by the lJlectrical Contractor or Homeowner (for installations allowed to be perFormed by the homeowner) t>xust be submitted with the permit application. Applications submitted without an EIV when such is requited, will not be processed for permit YssuancCe and will be rcturncd;For completion. rat Address 30 0~,7 S/jOfe ~t~c~ ~-~• Value (lnclndinglaborand materials~,~y, gD~. ~ bate -o ' Oo`' Q'VY11C1' Ji~mt6A~Jf S{ec,~~oh Cantraetar ~ect';t~S i~uw-bf+~t Snr _ Single Family ^Dupifex ^Multi-Family ^Rental ^Commercial ^IKndustrial Number of Fixtares: Bathtub. ~ bisposal Whirlpool Dishwasher ' ~ Lavotary ~' St,mp Pomp Toilet L gjactor/Grind Res. Sink ~ 'Water Softner Btt Sink Local Waste Water Heater ~ Clothes Wshr ~ ~1 Gas D Elecl~QPwrVnt Bidet Showor °~- par Tap Floot Drain ~ Classrm Sink Lnd Tra ~ ' Drink Ftn Weil. St. tee Chwt Exam Sink Sculry Sink Hand Sink F Prep Sink Scrv Sink ]nt t3rease Trop Ext Grease Tnp rY Y Surgeons Sink R.P.Z. Vtlve t.ab Sink Bretrkrm $Ink Shamp Sink Plutcr Sink • Dip'Wcli ', P1r/1Nst Sink Sterilizer Hoso t9ibs Miso. FixNrts l?,lectric Contractor (for prajects not reguJiriug as EIV Form) Use 1 Nature of Work P~u,t~it~, ~~ ~.1~! -~L - ,.~,~, Catch Basin Wash Ftn Urinal Oar Drain Soda Disp Cotfee Maker Comm. lee Maker Site Drain Roof Droin Standp Rcc >ryc wash Stn Wtr Sower Mtrs Deduct Metes Wtr Usage Mtrs ~_ ~` Sanitary Sewer Storm Sewer Water Service Type # Conn. Type o-rro~ WATER DISTRIBUTION DATASHEET Date: August 26, 2008 Name: Gerritts Plumbing Project: NSFR Street: Street: 3825 Shorebird Ct City: City: 1. 18.8 Gallon per minute buiding demand, predominatly Flush Tank. 2. 57.0 Low pressure at the Main in Street. 3. .9 Lb loss from a 2.0 ft difference in elevation from Main in Street to the Water Meter. 4a. 6.5 Lb loss from a 50.0 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 7.8 ft per sec: 4b. .3 Lb loss from a 45.0 ft 2" PB Tubing ASTM 3309 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 150 ,inside diameter of 1.739 and a velocity of 2.5 ft per sec. 5. 5.3 Lb loss from a 3/4in Meter 6. 44.0 Lbs of pressure available at the Water Meter. This value is entered in (B) below. The (A) value listed below is deternuned by using the following formula, then rounding the result up. A _ B-(C+D+E) x 100 F A. 18 Pressure available for uniform loss (psi/100 feet of pipe). B. 44.0 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. PB SH valve D. 5.6 Lb loss resulting from a 13.0 ft difference in elevation from the Water Meter to the controlling fixture. E. .0 Lb pressure loss due to a serving the controlling fixture. F. 105.0 Ft Developed length from the 70.0 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 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 6 0 17.5 34 60 110 270 480 776 1833 WATER DISTRIBUTION DATASHEET Date: August 26, 2008 Name: Gerritts Plumbing Project: NSFR Street: City: Street: 3825 Shorebird Ct City: 18.8 Gallon per minute buiding demand, predominatly Flush Tank. 2. 57.0 Low pressure at the Main in Street. 3. .9 Lb loss from a 2.0 ft difference in elevation from Main in Street to the Water Meter. 4a. 6.5 Lb loss from a 50.0 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 7.8 ft per sec. 4b. .3 Lb loss from a 45.0 ft 2" PB Tubing ASTM 3309 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 150 ,inside diameter of 1.739 and a velocity of 2.5 ft per sec. 5. 5.3 Lb loss from a 3/4in Meter 6. 44.0 Lbs of pressure available at the Water Meter. This value is entered in (B) below. The (A) value listed below is deternuned by using the following formula, then rounding the result up. A = B- C( +I~E~ x 100 F A. 18 Pressure available for uniform loss (psi/100 feet of pipe). B. 44.0 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. PB SH valve D. 5.6 Lb loss resulting from a 13.0 ft difference in elevation from the Water Meter to the controlling fixture. E. .0 Lb pressure loss due to a serving the controlling fixture. F. 105.0 Ft Developed length from the 70.0 ft actual length of piping from the Water Meter to the controlling fixture. Maximun Allowable load for Crosslinked Polyethylene (Pex) Tubing ASTM F876 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0 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 3.5 6.5 9 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 56 0 0 0 Maximum FT WSFU 3.5 8 11.5 21.5 35 57 140 0 0 0 Fixture Listing Date: August 26, 2008 Name: Gerritts Plumbing Project: NSFR Street: City: Street: 3825 Shorebird Ct City: Non Public Use Fixtures Hot Cold Tntal 1 Automatic Clothes Washer 1.00 1.00 1.50 1 Dishwashing Machine 1.00 .00 1.00 3 Hose Bib, 1/2" diameter .00 9.00 9.00 1 Kitchen Sink 1.00 1.00 1.50 2 Laundry Tray, 1 or 2 compartment 2.00 2.00 3.00 1 Lavatory .50 .50 1.00 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 18.8 Gallon per minute demand of the building. Predominatly Flush Tank 17.5 Pressure available for uniform loss. For the table use - 18.0 10.50 23.00 28.00 Maximun Allowable load for Crosslinked Polyethylene (Pex) Tubing ASTM F876 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0 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 3.5 6.5 9 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 56 0 0 0 Maximum FT WSFU 3.5 8 11.5 21.5 35 57 140 0 0 0 25 08 03:06p Gerritts Plumbing 920-739-3599 p.1 L7~°fr~• 1~s ~l y WATER CALCULATION'WORKSHEET FOR ~ e 4G ~ v . ~ .l~•-.s ~ S e vc se ~ NAN~OFPRO.IECT 3~~5 S c ^~ :,, a -f- INFORNIATtON REQUIRED TO CALCULATE WATER SERVICE SIZE 1. Demand of budd'ng in budding in gagons per minute. WSFE1's S.S = (GPM) ~ 2. Difference~iin elevationfrom-main or external pressure tank to building control valve_ (feet)~_ 3. S¢e of water meter (when meter is required) 518' _,, 314' ~, 1` ,, 1-1l2' _, 2° _, larger s¢e 4. Devebped length from main or external pressure tank tD budding control valve. (feet} Jyo 5. Low pressure at main in street or extemal pressure tank ~ (psi)~7 _ CALCULATE WATER SERVICE PRESSURE LOSS 6. Low pressure at main in street or extemal pressure tank. (value of # 5 above) S'~ 7. Determine pressure loss due to fiction in a " ~ inch diameter water service. Subtract value of "7° i, a (Water service piping material is _ /~e li ) ~~ ,, subtotal ~"s. 'SS 8. Determine pressure loss due to elevation, . (multiply the value of # 2 above by .434) Subtract value of "8" , • 8'd8 9. Available pressure afterthe bldg. control valve. (enter in "B" below) subtotal S `7'. ~'$ CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS.(VALUE OE "A"} B. Available pressure after the bldg. contro! valve. (from "9` above) Value of "B° S ~J . ~8 5 C. Pressure loss of water meter (when meter is required) Subtract value of "C" G , S' subtotal yB, 38 D. Pressure at controlling fixture. (Controlling fixture is ~~~ ~d~ Sit ~ , , o ,.. ) E. Difference in elevation between the building control valve and the controlling facture in feet ~ X .434 psi/ft. F. Pressure loss due to water treatment devices, instantaneous water heaters curd backfloiar pn3venters which sense the conlrol'ug facture. (Pressure toss due to - ) G. Developed Eength from_ building control valve to controlling fixture in feet 7D X 7.5 (Water distribution.piping material is ,r7 ~ } A. Pressure available for uniform loss Subtract value of "D" ~ d subtotal 3g. Subtract value of `E" subtotal a~ .7y Subtract value of `F' a subtotal ~ ~ . ~ y- Divide by value of "G" .IOJ subtotal s a l~s Multiply by -100 "A" = a1~GS