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Home My WebLink About0119005-Plumbing (Pharmacy) e OSHKOSH ON THE WATER Job Address 900 N KOELLER ST Contractor R J PARINS PLUMBING AND HEATING INC Bathtub Whirlpool Lavatory Toilet Res. Sink Bar Sink Water Heater Site Drain Roof Drain Misc. Fixtures 0 0 0 0 0 0 0 0 0 0 Shower Floor Drain Lndry Tray Disposal Dishwasher CITY OF OSHKOSH No 119005 Category 440 - Industrial-Interior 0 0 0 0 0 0 0 0 0 Wall.SI. Ice Chest Exam Sink Sculry Sink Hand Sink Plaster Sink Surgeons Sink F Prep Sink Serv Sink PLUMBING PERMIT - APPLICATION AND RECORD Plan Approval $0.00 Sump Pump Classrm Sink Breakrm Sink Ejector/Grind Create Date 03/21/2006 OWner ALEXANDER & BISHOP2 LLC 0 ~ ~ ~ 0 ~ 0 ~ ~ WaterSoftner Local Waste Clothes Wshr Plan 0 0 0 0 1 0 0 0 0 Shamp Sink ~ FlrlWst Sink 0 Catch Basin 0 Wash Ftn 0 Urinal 0 Standp Rec 1 Ice Maker 0 Gar Drain 0 Soda Disp 0 Coffee Maker 0 Int Grease Trap 0 Ext Grease Trap 0 RPZ Valve 0 Eye Wash Statn 0 Wtr Sewer Mtrs 0 Deduct Meters 0 Wtr Usage Mtrs 0 Bidet Beer Tap Lab Sink Sterilizer Dip Well Drink Ftn ~ORK IN NEW PHARMACY IN ADDITION TO WORK UNDER PERMIT #116446"debit acct 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 Parcelld # 0 1608700101 Use/Nature ofWork Valuation Issued By $1.00 Permit Fees $20.00 D Permit Voided i Date 04/19/2006 In the performance 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 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 2860 W MASON AgenVOwner GREEN BAY WI 54313 - 0000 Telephone Number 920-494-9159 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 CALCULATION WORKSHEET FOR SEARS 900 N KOELLER ST NAMEIAODRESS OF PROJECT INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE 1. 2. 3. Demand of building in gallons per minute. WSFU's Difference in elevation from main to extermal pressure tank or to building control valve. Size of the water meter. (when applicable) 5/8 3/4 1 1.5 2)(3 4-6- 87.25 Inch Inch 4. 5. Developed length from main or external pressure tank to building control valve. Low pressure at main in street or external pressure tank. CALCULATE WATER SERVICE PRESSURE LOSS 6. 7. Low pressure at main in street or external pressure tank. (value of #5 above) Water service diameter is ~ Material is Pressure loss per 100 It = 0 psi X ~ (decimal equivalent of service length, i.e. 65 ft = 0.65) (Subtract line 7. From line 6.) Determine pressure gain or loss due to elevation. (multiply the value of #2 above by 0.434) Available pressure after the bldg. Conrol valve. (subtract or add line 8. Enter in "B".) 8. 9. CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF UAU) B. Available pressure after the building control valve. (from "9" above) C. Pressure loss of water meter. (when meter is required or installed) (subtract line C. From B.) D. Pressure at controlling fixture. (controlling fixture is FLUSH VALVE WATER CLOSET (subtract the value of D.) E. Difference in elevation between the building control valve and the controlling fixture in feet ~ X 0.434 psi/ft. (subtract the value of E.) F. Pressure loss due to water treatment devices, instantaneous water heaters and backftow preventers which serve the controlling fixture. Pressure loss due to (subtract the value of F) G. Developed length from building control valve to controlling fixture in feet X 210 1.5 (divide by the value of G.) Water distribution piping rnaterial is: (multiply by 100) A. Pressure available for uniform loss Comments = (GPM) 65.0 (feet) 6.0 (feet) 20 (pslg) 58.0 58.0 subtotal #VALUE! value of "8" 2.6 subtotal #VALUE! value of "B" 55.4 value of "C" 2.9 subtotal 52.5 value of "0" 15.0 subtotal 37.5 value of "E" 0.4 subtotal 37.1 value of "F" 0.0 subtotal 37.1 value of "G" 315.0 subtotal 0.118 100 UAU = 11.8 SBD-10717 , E (R10/05) Œh~9l ':VATER-CALCULATION WORKSHEET FOR ~ Low pressure at main in street or external pressure tank. (value of # 5 al4 Determine pressure loss due to friction in ~inch diameter water service. (Water MAR 1 6 2006 O~- CALCULATE WATER SERVICE PRESSURE LOSS 6. 7. 8. value ofT ~ Subtract line 7. from line 6.) subtotal ~ 9. valueof"8"~ B. c. Pr D. Value of "0" ~ (Subtract the value of D.) subtotal ?>'1..S" E. Differen.ce in elevation between the byilding control valve and the controlling fixture in feet ~ X .434 psi/ft. Valueof"E"~ (Subtract the value of E.) subtotal ~ F. Pressure loss due to water treatment devices, instantaneous water heaters and backf!ow preventers which serve the controlling fixture. (Pressure loss due to N I A / Valueof"F" ~ ) (Subtract the value of F.) subtotal ~'1.D G. Developed length from building control valve to controlling fixture in feet ~ X 1.5 Valueof"G" ~ (Water distribution piping material is L-L~~ (Divide by the value of G.) subtotal....JfL.. ) Multiply by -----1Q.L A. Pressure available for uniform loss "AU = ~ 580-10717-10.3101) SPRINKLER CALCULATION WORKSHEET FOR CALCULATE WATER SERVICE PRESSURE 5. Low pressure at main In street 6. Determine pressure loss due to water service. (Water service piplng~rnateriai value of "6" 7. ~, ,;'. Determine pressúþ¡j'~ain or (multiply the valu~;of# 2 Available pressure. Pressure loss of water line 5.) subtotal- 8. 9. value of "7" value ?f "7".) subtotal- value of"9" 10. Available pressure after the subtotal - 11. Elevation from control valve to design .434 = pressure loss from el",vation 12. Availab!e Pressure. (Subtract line 11 from line 1'0.) subtotal 13. Pressure loss through water softeners, filters and devices which serve this system............. 14. Available pressure before segment loss. (Subtract line 13 from line 12.) subtotal- Segment 1 Segment 2 Segment 3 Segment 4 Segment 5 Segment 6 Pipe size Material GPM Otv. Equiv. Otv. Equiv. Otv. Equiv. Otv. Equiv. Otv. Equiv. Otv. Equiv. 45 Ell 90 Ell 90 L. T. Ell Tee, branch Tee, run Coupling Adapter Gate viv. Ballvlv. Pipe length XXX XXX XXX XXX XXX XXX (a) Total Equiv. Length- (b) Loss Per Foot (c) Total Loss (a) x (b)- (d)" Available pressure from line 14 above .... """""""""""'" ................................................ (e) Accumulated loss from all segments (totalofrow(c)) """"""""""""""""""""""""""""""""'" (f) Available pressure at the design sprinkler. Sublract (e) from (d) (Must be equal to or greater than (g) below) (g) Pressure required at design the sprinkler. (per manufacture's requirements, but not less than 7 psi.) CPVC Tube ASTM F-442 SDR 13.5 (C= 150) Copper Tube Type M ASTM B88 (C = 150) 1 1/4 1 1/2 inch inch Pressure Pressure losslft loss/ft .019 .006 .003 .001 10 .084 .023 .007 .004 .001 11 .100 .027 .008 .004 .001 12 .118 .031 .010 .005 .002 13 .137 .035 .011 .006 .002 14 .157 .040 .013 .006 .002' 15 .178 .045 .014 .007, .002; 16;, .201 .051 .016 m08'r;;;,.003':Er;,~ 17, ;7';::1;224 .056 ~018 .009 '!!1'.003;;;¡ 18' :249 .062 .020 ' ~010 .003 19 .276 .069 iY;- .022 .011 "d,.004 20 .303 .0751,;-1".024 ,012.4,;,;';.004' 'i'i,,;i 21;' .332 .082' .026 f., .013, s"; :::004 ;';; 22:' .,;362 .089 .028 "';,014:1n ;:005 23 '. ;;393 .096 .030 ;;,1';~016'1'¡ i :[',':005' i'i;, 24 :j,',;; ¡i,,;;;425 .104 .033 "'O17.I~I('i;';:006; 25 ',458 .1l1 .035,,;,'::';018; 26;";,,,,;493 .119 .038 !;;019i,2'Un '".", .529 .128 .041 .021 ijli\¡ ':007;,28>, ,565 .136 .043 .022 ;.:',',007;;1 29 ; .603 .145 .046 .024 ;008" 30 .642 .154 ,049 .025 .008 31 .683 .164 .052 .027; ,009;;' 32 .724 .173 .055 .028. .009 33 .766 .183 .058 .030 .010 34 .810 .193 .061 .032 .010 35 .855 .203 .065 .033 .Oll 36 .900 .214 .068 .035 .012 37 .947 .225 .071 .037 .012 38 .995 .236 .075 .039 .013 39 1.044 .247 .078 .040 .013 40 1.094 Flow 3/4 inch 1 inch rate Pressure Pressure (gpm) loss/ft losslft 2 inch Pressure 10ss/ft 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 ,38 39 40 ,058 .070 .082 .095 .109 .124 .139 .156 .173 .192 .211 .231 .251 .273 .295 .318 .342 .367 .393 ;419 ;446 ;474 .503 .533 .563 .594 .626 .658 .692 .726 .761 CPVC ASTM F-442 Equivalent length of Pipe in Fittings 3/4 1 11/4 I 1/2 2 45 ell 1 1 2 2 2 90 ell 7 7 8 9 11 Coupling 1 1 1 1 1 Tee on branch 3 5 6 8 10 Tee on run 1 1 1 1 1 Equivalent length of Pipe in Valves 314 1 1 l/4 1 1/2 2 Gate Valve 0 0 0 0 1 Full flow ball valve 0 0 0 0 1 Check Valve 0 8 8 II 14 Flow 3/4 inch 1 inch rate Pressure Pressure (gpm) loss/ft losslft .023 .028 .033 .038 .044 .049 .056 .062 .069 .077 .084 , ,'.092 ;101 .109 .118 .127 .137 .147 .157 ,168 .179 .190 .201 .213 .225 .238 .250 .263 .277 .290 .304 I l/4 inch Pressure loss/ft .009 .010 .012 .014 .016 .019 .021 .023 .026 .029 .032 .035 .038 .041 .044 .048 .051 .055 .059 .063 .067 .071 .075 .080 .084 .089 .094 .099 .104 .109 .1l4 11/2 inch Pressure loss/ft .004 .005 .005 .006 .007 .008 .009 .010 .011 .013 .014 .015 .017 .018 .020 .021 .023 .024 .026 .028 .030 .031 .033 .035 .037 .039 .041 .044 .046 .048 .050 Copper Type M ASTM B88 Equivalent length of Pipe in Fittings 2 inch Pressure loss/ft .001 .001 .001 .002 .002 .002 .002 .003 .003 .003 .004 .004 .004 .005 .005 .006 .006 .006 .007 .007 .008 .008 .009 .009 .010 .010 .011 .Oll .Oll .013 .013 3/4 1 I l/4 1 1/2 2 45 ell 0 2 1 2 3 90 en 2 3 3 5 7 90 L. T. ell 0 3 2 2 4 Tee on branch 4 8 7 9 13 Tee on run 1 3 2 3 5 ~ OJHKOJH City of Oshkosh Inspection Services 215 Church Ave., PO Box 1130 Oshkosh, WI 54902-1130 (920) 236-5049 (920) 236-5106 FAX ON THE WATER May 1, 2006 Henderson Engineers, INC. 8325 Lenexa Drive Suite 400 Lenexa, KS 66214 Ref: Plumbing Plan Approval: Sears, Roebuck & CO. (grease interceptor/space remodel) 900 N Koeller St., Oshkosh, WI Plan ID# File-G2-183-0406-P Dear Sirs, Examination of the plumbing plans and specifications for this project has been completed. In accord with Chapter 145, Wisconsin Statute, and COMM 81 through 85, Wisconsin Administrative Code, the plumbing plans and specifications are approved contingent upon compliance with the stipulation(s) noted below. 1. Interior grease interceptor flow rate related to capacity shall be sized per COMM 82.34 (5)(c)1.&2. 2. Proper clearance shall be provided per manufacturer specifications to allow routine cleaning and maintenance to the interior grease interceptor. 3. Provide properly connected and sized vent on outlet of interior grease interceptor per COMM 82.31. 4. Each compartment of a plumbing fixture shall be separately vented and trapped by a water seal trap, except where otherwise permitted by this chapter. Except as provided in s. COMM 82.33, all plumbing fixtures and appliances discharging wastes shall connect directly to a drain system. Comm 82.31 & 82.32. In the event installation of this plumbing system has not commenced within two years from this date, this approval shall become void. A new application accompanied by full examination fees shall be filed and an updated approval received before work may commence. In granting this approval, the City of Oshkosh or its representative does not hold itself liable for any defects in plans or specifications, plan omissions, examination oversight, construction or any damage that may result in or after installation. The City of Oshkosh reserves the right to order changes or additions should conditions arise making this necessary. It shall be necessary for the installing plumber to obtain a plumbing permit from the City of Oshkosh before proceeding with actual installation of this plumbing system or any of its parts. R7j v/ Paul Wolf, Plumbing Inspector