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Home My WebLink About0098885-Plumbing (interior)OSHKOSH ON THE WATER .lob Address 2331 SHORE PRESERVE DR Contractor MlSCHO MECHANICAL Bathtub I Shower 1 Whirlpool I Floor Drain 1 Lavatory 4 Lndry Tray 1 Toilet 3 Lndry Stndp 0 Res. Sink I Disposal 0 Bar Sink 1 Dishwasher 1 Water Heater 1 Sump Pump 1 Site Drain 0 Classrm Sink 0 Roof Drain 0 Breakrm Sink 0 CITY OF OSHKOSH PLUMBING PERMIT -APPLICATION AND RECORD Owner GRUNDY ENTERPRISES Category 410 - Residential-Interior Ejector/Grind 0 DipWell 0 F Prep Sink 0 Water Softner 0 Drink Ftn 0 Serv Sink 0 Local Waste 0 Wait. St. 0 Shamp Sink 0 Clothes Wshr I Ice Chest 0 FIr/Wst Sink 0 Bidet 0 Exam Sink 0 Catch Basin 0 BeerTap 0 SculrySink 0 Wash Ftn 0 Dent. Oper. 0 Hand Sink 0 Urinal 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0 No 98885 Create Date 10/16/2002 Plan Gar Drain 0 Soda Disp 0 Coffee Maker 0 Int Grease Trap 0 Ext Grease Trap 0 Use/Nature INSFR of Work 60' 1.25 Pe WTR SERV Sanitary Sewer Storm Sewer Water Service Size Material Type # Conn. Type 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Valuation $14,650.00 Plan Approval $0.00 Permit Fees $108.00 Issued By Date 12/03/2002 [] Permit Voided In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. Signature Date Agent/Owner Address 107 N MAIN ST P O BOX 153 ROSENDALE WI 54974 - 0153 Telephone Number 920-907-0077 lu mKosn ins 8~0-~36-5 p..1 City of Oshk~h Inspection $¢lwices Division P O Box 1130 Oshkosh, WI 54903-1130 Phone: (920) 236-5050 Fax: (920) 236-5084 RECEIVED DEC 0 5 2002 Qf KO/H .ON ?~[' WATER __ .. D.F. PAR.'[ME T OF . Plumbing. ] h~¢by apply for a p~t ~ do ~ ~a~ ~ follo~n8 p~ia~ on ~ p~e~ ~iaaftcr descried, ~ work to co~o~ m Wisco~ia Sate Pl~bias Cod~;.~ ~e p~O~ce of w~ch ~ paffies ~z~ agree m ~ ~e. bo~d by ~id saturns. ;)..- ,. · App]icadon(s) and ~ec(s) can ~ brought to Ci~ Hall, Eoom 20~ ~ ~l~d [o ~mion S~C~, PO Box 1128, Os~osh WI 54903-1128. Comm~cins work wi~out p~t(s) ~1] ~t ~ f~es be~S ~ub]~ or $100.00 pl~ noel p~t f~, w~ch ~ is Number of Fixtures: ............... ~,0,,,,~, I ...... ' '~L~'~'s~ii~p:''!!':'::'::' :~ :': ~ ~. , ' ' "'~ W~irt~l-'-' · ] - ' "-'.1'-~1:":" ' '"';' :' ', ~'. ' ~p Well ~ ~st Sink ~oi~, I!1' . . ." s~ ~u~ I w~ s~. . w~ F~ ~. S~ ~J Ej~ct~/~nd l~ C~t ' ' U~ml ~nd S~k' . , Coff~ M~ B~t F h~ Sink ,' Ic~ Mak~ Floor ~in ~ B~ I'sp ~ Sink Si~ ~m ~ Troy. } CI~ Sink , , In~ ~e Tm~ ~f ~ia ' ' $~. ~ Electric Contractor O'R Use / Nature Smfitary Sewer Storm Sewer Water S=rvice Maii~rial DEiectric Installation Verh'lcati~n form attached 31C2 Conn. Type [' , Plumbing Perris t Wc-k Card Job Address 2331 SHORE PRESERVE DR Permit Number 98885 Create Date 10/16/2002 Owner GRUNDY ENTERPRISES Contractor MISCHO MECHANICAL 3gory 410 - Residential- Interior Plan Value $14,650.00 bathtub /1 Shower / 1 1 Ejector /Grind 0 Dip Well 1 F Prep Sink 0 Gar Drain 0 Whirlpool 1 Floor Drain / 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0 Lavatory / Lndry Tray ] 1 Local Waste / 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Toilet / / / / 3 Lndry Stndp 0 Clothes Wshr 1 1 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 / 1 Dishwasher / 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0 Water Heater ` 1 Sump Pump 1 1 Dent. Oper. 0 Hand Sink 0 Urinal 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 1 0 Use /Nature NSFR of Work 60' 1.25 Pe WTR SERV , Size Material Type # Conn.Type , /� Sanitary Sewer 0 V\ L - r 1` L ---ef- 7.'X1 - 1.2 ' i 6 ' � 0 r r ,. i / o 0 t -s' :' r ' 0 Storm Sewer > 0 / ///�� // A / 2 - / / 3 0 O V (� 0 Water Service id (:),„ 0 o &1 ' r) O 51 A )— 0 0 Date Type Inspector _4/ 4 - W3e/53 /°; 3 d 4..9 Date/Time requested: Notice Type: Telephone Number: Access: Ready Date/Time: • Requested By: 0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid &.) )1T F a 1 6 0, s,(-1,: --(2-4/1/ ' ..,, 7,7 ,---, f t ,...., 0 v. 0-1‘, r CV 4.) ' i • i A � 0 u Fixture Listing Date: April 30, 2003 Name: MISCHO MECH Project: NSFR Street: Street: 2331 SHORE PRESERVE City: City: Non Public Use Fixtures Hot Cold Total 1 Automatic Clothes Washer 1.00 1.00 1.50 1 Bar Sink .50 .50 1.00 1 Bathtub, with or without shower head 1.50 1.50 2.00 1 Dishwashing Machine 1.00 .00 1.00 2 Hose Bib, 1/2" diameter .00 6.00 6.00 1 Kitchen Sink 1.00 1.00 1.50 1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 3 Lavatory 1.50 1.50 3.00 1 Water Closet, gravity type flush tank .00 2.00 2.00 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 Public Use Fixtures Hot Cold Total 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 12.50 24.50 31.00 20.4 Gallon per minute demand of the building. Predominatly Flush Tank 11.1 Pressure available for uniform loss. For the table use - 12.0 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 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 4.5 0 12 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4 7 17 39 144 374 731 1835 Maximum FT WSFU 5 0 16.5 34 62 112 270 484 776 1835 WATER DISTRIBUTION DATASHEET Date: April 30, 2003 Name: MISCHO MECH Project: NSFR Street: Street: 2331 SHORE PRESERVE City: City: 1. 20.4 Gallon per minute buiding demand, predominatly Flush Tank. 2. 55.0 Low pressure at the Main in the Street. 3. .0 Lb loss from a .0 ft difference in elevation from Main in the Street to the Water Meter. 4a. 1.7 Lb loss from a 15.0 ft 1" Copper Tube Type K ASTM B88 water service from the Main in the Street to the curb stop. Pressure loss detemined using a C value of 150 , inside diameter of .995 and a velocity of 8.4 ft per sec. 4b. 8.5 Lb loss from a 100.0 ft 1 1/4" PE Tubing CTS ASTM 2737 AWWA C901 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 150 , inside diameter of 1.060 and a velocity of 7.4 ft per sec. 5. 2.4 Lb loss from a lin Meter . 6. 42.3 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 AC +D +E) x 100 F A. 12 Pressure available for uniform loss (psi /100 feet of pipe). B. 42.3 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. T/S FAUCET D. 5.2 Lb loss resulting from a 12.0 ft difference in elevation from the Water Meter to the controlling fixture. E. 8.0 Lb pressure loss due to a WTR SFNR serving the controlling fixture. F. 82.5 Ft Developed length from the 55.0 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 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 4.5 0 12 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4 7 17 39 144 374 731 1835 Maximum FT WSFU 5 0 16.5 34 62 112 270 484 776 1835 WATER DISTRIBUTION DATASHEET Date: April 30, 2003 Name: MISCHO MECH Project: NSFR Street: Street: 2331 SHORE PRESERVE City: City: 1. 20.4 Gallon per minute buiding demand, predominatly Flush Tank. 2. 55.0 Low pressure at the Main in the Street. 3. .0 Lb loss from a .0 ft difference in elevation from Main in the Street to the Water Meter. 4a. 1.4 Lb loss from a 15.0 ft 1" Copper Tube Type K ASTM B88 water service from the Main in the Street to the curb stop. Pressure loss detemined using a C value of 150 , inside diameter of .995 and a velocity of 7.4 ft per sec. 4b. 6.7 Lb loss from a 100.0 ft 1 1/4" PE Tubing CTS ASTM 2737 AWWA C901 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 150 , inside diameter of 1.060 and a velocity of 6.5 ft per sec. 5. 1.8 Lb loss from a lin Meter . 6. 45.1 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 +D +E) x 100 F A. 15 Pressure available for uniform loss (psi /100 feet of pipe). B. 45.1 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. T/S FAUCET D. 5.2 Lb loss resulting from a 12.0 ft difference in elevation from the Water Meter to the controlling fixture. E. 8.0 Lb pressure loss due to a WTR SFNR serving the controlling fixture. F. 82.5 Ft Developed length from the 55.0 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 5.5 8.5 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 58 0 0 0 Maximum FT WSFU 3.5 6.5 10.5 21.5 35 58 142 0 0 0 Fixture Listing Date: April 30, 2003 Name: MISCHO MECH Project: NSFR Street: Street: 2331 SHORE PRESERVE City: City: Non Public Use Fixtures Hot Cold Total 1 Automatic Clothes Washer 1.00 1.00 1.50 1 Bar Sink .50 .50 1.00 1 Bathtub, with or without shower head 1.50 1.50 2.00 1 Dishwashing Machine 1.00 .00 1.00 2 Hose Bib, 1/2" diameter .00 6.00 6.00 1 Kitchen Sink 1.00 1.00 1.50 1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 3 Lavatory 1.50 1.50 3.00 1 Water Closet, gravity type flush tank .00 2.00 2.00 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 Public Use Fixtures Hot Cold Total 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 12.50 24.50 31.00 20.4 Gallon per minute demand of the building. Predominatly Flush Tank 14.4 Pressure available for uniform loss. For the table use - 15.0 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 5.5 8.5 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 58 0 0 0 Maximum FT WSFU 3.5 6.5 10.5 21.5 35 58 142 0 0 0 04/28/2003 12:15 9208729612 MISCHO MECHANICAL PAGE 02 ■ OSHK Lw N 1HEET ' ON 'ME WATER WATER CALCN TION' WO • 1 INFORMATION REQUAR/D TO is RIA $El .: ;' > ',:; . ` . : _ • "�: �:: wSier. :l ac »:Y ..• �. . .� • ,l : A i ` `' < _ , i •° :•`f A 1. Darnall of bUgd U ' •. OFi. _ � ■. ' 2. Different:. a 'dead ton mi ni n W i dem s i ' • ' .!n • A elit. :d •• yet i .. :+ r :-, . ` • 11 i i CALCULATE WATER SERVICE PRESSURE LOSS •- e. Low pressure at mein in street or external pressure tutNt.(Vshue of 5 above) QSI 1 7, Determine pressure lose due tri Motion In , 1 r k. India diameter I water service. Subtract value of 6 7' subtotal • y_, 8. Determine pressure loss due to elevation, (multiply the velue of a 2 above by .434) ' Subtract value of '8' a p2 • l 9. Available pressure after the bldg. control valve. (enter in •B' below) subtotal • CALCULATE THE PRESSURE AVALABLE FOR UNIFORM LOSS (VALUE OP "A") • Available pressure after the bldg. control valve. (from 9' above) Value of:. 7 .r B. T. 9 • C. Pressure loss of ureter meter (when meter Is reputed) Subtract value of 'V , a subtotal V I ? 'g ti D. Pressure it controlling fixture. Subtract value of 6 D' , g• 0 subtotal (U E. Difference In elevation between the building cornUol valve i , and the controling fbdixe in test i2_ X .434 psVR Subtract value ol subtotal / r, /z I • ,. F. Preseurs tees is to water treatment devices. instamsnsous j water heaters and baddlow p eventers which serve the controlling fixture. subtract value of 'F' l shubtobil l J. /a ■ i G. Developed length Mwm building control valve to controlling f i x t u r e in feet. X 1.5 Divide by value of'Q', 8 , ' subtotal ru+mpyr bY 100 1 A Pressure avale for uniform loss `A" _ ~ 11 . ii i it