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Home My WebLink About0119493-Plumbing ~ OSHKOSH ON THE WATER Job Address 10 W MURDOCK AVE CITY OF OSHKOSH No 119493 PLUMBING PERMIT -APPLICATION AND RECORD OWner ASSOCIATED BANC CORP Create Date 05/12/2006 Contractor 4 WAY CONSTRUCTION Bathtub Whirlpool Lavatory Toilet Res. Sink Bar Sink Water Heater Site Drain Roof Drain Category 430 - Industrial-Exterior (Iaterais) Plan Shower WaterSoftner Wai!.S!. Shamp Sink Coffee Maker ~ Floor Drain local Waste Ice Chest Flr/Wst Sink Int Grease Trap lndry Tray Clothes Wshr Exam Sink Catch Basin Ex! Grease Trap ~ Disposal Bidet Sculry Sink Wash Ftn RPZ Valve Dishwasher Beer Tap Hand Sink Urinal Eye Wash Statn Sump Pump lab Sink Plaster Sink Standp Rec Wtr Sewer Mtrs Classrm Sink Sterilizer Surgeons Sink Ice Maker Deduct Meters Breakrm Sink Dip Well F Prep Sink Gar Drain Wtr Usage Mtrs Ejector/Grind Drink Ftn Serv Sink Soda Disp Misc. Fixtures Use/Nature NEW WATER AND SANITARY LATERALS FOR ASS. BANK BUilDING. STORM WILL BE UNDER AN ADDITiONAL PERMIT. of Work Valuation Issued By Sanitary Sewer Size 4" # Conn. Type 1 New Material Plastic Type Lateral Storm Sewer Water Service 1-1/2" Plastic Lateral New Parcelld # 1514970500 $16,000.00 $0.00 $100.00 D Permit Voided I Plan Approval Permit Fees Date 05/12/2006 In the perfonmance of this work, I agree to perform all work pursuant to rules goveming the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perfonm the work described in this penmit application within an easement, the City strongly urges the penmit applicant to contact the easement holder(s) and to secure any nece a pprovals before starting such activity. .;1':2 /:)7. Address P.O. BOX 133 Signature Date JJ~!oP Telephone Number 920-361-1403 AgenUOwner BERLIN WI 54923 - 0133 To schedule inspections please call the Inspection Request line at 236.5128 noting the Address, Penmit 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: May 15, 2006 Name: HURCKMAN MECHANICAL Project: ASSOCIATED BANK Street: 1450 VELP AVE Street: lOW MURDOCK AVE City: GREEN BAY City: OSHKOSH I. ~ GaHon per minute buiding demand, predominatly Flush Tank. 2. ~ Low pressure at the Main in Street. 3. -----.1 Lb loss from a 2.0 ft difference in elevation from Main in Street to the Water Meter. 4a. 3.4 Lb loss from a 210.0 ft I 1/2" PB Tubing ASTM 3309 water service from the Main in Street to the Water Meter. ~ Pressure loss detemined using a C value of 150, inside diameter of 1.329 and a velocity of 3.5 ft per sec. 4b.~ No 2nd part water lateral. 5.~ Lbloss from a lin Meter 6. ~ 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+~+E) x 100 A. ~ Pressure available for uniform loss (psi/IOO feet ofpipe). B. ~ Lbs of pressure available at the Water Meter. C. ~ Pressure needed at the controHing fixture. WATER CLOSET D. ~ Lb loss resulting from a 34.0 ft difference in elevation from the Water Meter to the controlling fixture. E. ------.:!! Lb pressure loss due to a no pressure loss devices 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 I I 1/4 I 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 ValueofC 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 5.5 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 6.5 0 17.5 34 60 110 270 480 776 1833 Fixture Listiug Date: May 15, 2006 Name: HURCKMAN MECHANICAL Project: ASSOCIATED BANK Street: 1450 VELP AVE Street: 10WMURDOCKAVE City: GREEN BAY City: OSHKOSH Public Use Fixtures Hot Cold Total I Drinking Fountain .00 .25 .25 2 Hose Bibb 1/2" diameter .00 6.00 6.00 3 Lavatory 1.50 1.50 3.00 1 Sink, cup .00 .50 .50 .. I Sink, service 2.00 2.00 3.00 3 Water Closet, gravity type flush tank .00 9.00 9.00 Total Water Supply Fixture Units 3.50 19.25 21.75 15.1 Gallon per minute demand of the building. Predominatiy Flush Tank 22.6 Pressure available for uniform loss. For the table use - 23.0 Maximun AUowable load for Copper Tube Type M, ASTM B88 Nominal Size 1/2 5/8 3/4 I 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 ValueofC 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 5.5 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 6.5 0 17.5 34 60 110 270 480 776 1833 :::5/10/2~08 11: 24 FAX 920 499 3758 HURCKMAN MECH * I /1 / / ^} -' / / L- - .......... 141001/002 1953 Date: MAY 10 2006 To: RICHARD WOOD Compauy: CITY OF OSHKOSH Fax #: 920-236-5064 RE: ASSOCIATED BANK From: Bruce Cartier Pages: 1 OF 2 Messaae: THIS IS THE PLUMBING FIXTURE LIST FOR THE BANK 3- TOILETS 3- LAVATORYS 1- DRINKING FOUNTAIN 1- CUP SINK 1- MOP BASIN 1- WATER HEATER 2- 112" OUTSIDE HOSE BIBBS 1- FLOOR DRAIN 1- SUMP PUMP I HAVE ALSO INCLUDED THE WATER CALC. SHEET. I BELIEVE THESE WERE NEEDED FOR THE SEWER CONTRACTOR FOR HIS PERMIT. IF ANYTHING ELSE IS NEEDED PLEASE CALL ME. BRUCE CARTIER 920-499-6984 EXT. 111 For any problems with this transmission, please call: (920) 499-6984 Extension: DTI:I Our Fax # is (920) 499-3758 Contracting Department HURCKMAN MECHANICAL INDUSTRIES, INC. - CONTRACTOR 1450 Yelp Avenue. P. O. BOX 10977 . GREEN BAY, WI 54307-$77 . PHONE: (920) 499-8771 05/10/200811'24 FAX 920 499 3758 HURCKMAH MECH A55 aiLllrr£D ÔItAJK.. ð:JIIKos# ihLJfL {)oc.1C. N1 II-,iv .$.r. ~ WATER CALCULATION WORKSHEET IDformotlon Ne"'ed for Water 8crvice SIzIOC: 1. 16.0 2. 52.0 J. 4. s. 6. 7. g. 3.0 40.9 ~. DemAod ofbu ¡Iding in gallons per mimrtc Low pressure.,...in ¡. ",cc: (or at.-rna1,.......tank) 2.0 DilfereDeoincl...rlDnfiommam"'mctet(orWELL TANK) 1.0 Sizo ofwarermelet(ifapplicable). Developed length 110m mam '" """'" (or""""l """"",,...k buildiug control valve). 210 INCWDING FUTURE 1.0 poiIlOO It. 1.5" LGTH: 0.0 p';¡IOOIt. 0.0 I-GTII: 0.0 Demaad of building in QPM. Yo. M.ot Fin< Pind"" A...llabl. Pr..a... After .be W.... Meter: 6. 2.1 DemAod of building iD GPM. Bued D' , s....I« SI.., -D. , &rvl« Size: 3,0 find P<=1'I" I... due'" elevation. ....in 10..-- ( or \VEI.L TANK) Water mctet P"""IO I"", A..ilabl, p""""",.tb:r IUCICf orbuilding.......lval"". IDformnlio. Needed for W...r DI,lribDlioD Slziag: A. 23.7 Pressure available for uniform I",s (psI/100ft.) B. 40.9 c. D. E. F. PIPE SIZES: MAXIMUM WR1 : flUGh valve Avoüable pressure oIœr = (See sæp #9. Dbove) 8.0 Pressure needed at comroUiD¡ lixlure Conn-oiling Fixture: 8.0 I4J 002/002 Iff &£ 2.. ð Pol- 210.0 FT. 2.1rsxÐBor FT. 0.0 PS' DROP ¡>;- iu ol<Vll1ion botw<:<n _10:....... (building couI>ol val"" on infc=d P"""'" bmk) and controllingltxlUre oDder. 34 feel 0 Prcsoun: I"", 4ue '" a¡uipmcntwbich ..... the controlling Ilxtwe. 105 Developed length ofwarerpiping fiomwa1et 10= (bnilding 00IIIr01 va!vI: or iDlOmal ......- tank) '" _11ing Ilxtwe iu - 70 FEET X 1.5 ~ WATER PIPING SIZING SCHEDULE 105