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Home My WebLink About0105744- Plumbing (New House) _� Plumbing Permit Work Card + � w w Jab Address 938 N LARK ST Permit Number 105744 Create Date 12/08/2003 Owner HERMAN B LEITZ Contractor A-1 MARKESAN PLUMBING LLC !gory 410-Residential-Interior Plan Value $4,500.00 stub /1 Shower 0 Ejector/Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0 Whirlpool 0 Floor Drain / 1 Water Softner I" 1 Drink Ftn 0 Sery Sink 0 Soda Disp 0 Lavatory /1 Lndry Tray 0 Local Waste 0 Wait.St. 0 Shamp Sink 0 Coffee Maker 0 Toilet / 1 Lndry Stndp j 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 Water Heater ,—/71 1 Sump Pump /1 Dent.Oper. 0 Hand Sink 0 Urinal 0 Site Drain 1 1 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 � — -- _ - _-------- _-- ---- -- — -- of Work -level NSFR/Bi-level home with an off street parking area. This permit does not include a patio or deck. Size Material Type # Conn.Type Sanitary Sewer Op , i/ 0 00 �.n f" 01•x. 'il 4 0 el- Py. .,�- R 0 I s:f: 1 v( v ti I 1 Storm Sewer 0 0 0 0 t7- Ci /I) 0 Water Service 0 k' ( ,.,, .-2 74 0 0 1 0 Date Type 4 tr. Inspector a (9 — Ai /) Q ‘ 3 1 4 pti dAlin AO 0 Date/Time requested: Notice Type: Telephone Number: Access: Ready Date/Time: Requested By: O Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid \)- ii./ i.::: _ ,ti 4 3/4 . _ I - t -r(s n VAP : H — F av- l C. vt) 3 (01 )3o-5c 047t1)1*Z 14 (1) z z 74 5 4L ) -701 )f l �` ci Plumbing Permit Work Card LIaJob Address' 938 N LARK ST Permit Number 106163 Create Date 01/23/2004 Owner HERMAN B LEITZ Contractor A-1 MARKESAN PLUMBING LLC ,gory 410-Residential-Interior Plan Value $500.00_ _....stub 1 1 Shower 0 Ejector/Grind 0 Dip Well O F Prep Sink 0 Gar Drain 0 Whirlpool 0 Floor Drain 0 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0 Lavatory P 1 Lndry Tray 0 Local Waste 0 Wait.St. 0 Shamp Sink 0 Coffee Maker 0 Toilet / 1 Lndry Stndp 0 Clothes Wshr 0 Ice Chest 0 FIr/Wst Sink 0 Int Grease Trap 0 Res.Sink 0 Disposal 0 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0 Bar Sink 0 Dishwasher 1 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0 Water Heater 0 Sump Pump 0 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 0 Use/Nature of Work XTRA FXTS TO PERMIT 105744 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 Date Type Inspector Date/Time requested: Notice Type: Telephone Number: Access: l Ready Date/Time: Requested By: 0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid Fixture Listing Date:February 4,2004 Name: A-1 MARKESAN LPBG Project:NSFR Street: Street: 938 N LARK ST City: City: Non Public Use Fixtures Hot Cold Total 1 Automatic Clothes Washer 1.00 1.00 1.50 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 2 Bathtub,lavatory and water closet-FT group 4.00 7.00 8.00 Public Use Fixtures Hot Cold Total 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 7.00 15.50 18.50 13.1 Gallon per minute demand of the building.Predominatly Flush Tank 61.0 Pressure available for uniform loss.For the table use-62.0 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 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 WATER DISTRIBUTION DATASHEET Date: February 4,2004 Name: A-1 MARKESAN LPBG Project:NSFR Street: Street: 938 N LARK ST City: City: 1. 13.1 Gallon per minute buiding demand,predominatly Flush Tank. 2. 61.0 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. .8 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 5.4 ft per sec. 4b. 2.6 Lb loss from a 50.0 ft 1" Copper Tube Type K ASTM B88 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 150,inside diameter of.995 and a velocity of 5.4 ft per sec. 5. 2.6 Lb loss from a 3/4in Meter . 6. 55.1 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. 62 Pressure available for uniform loss(psi/100 feet of pipe). B. 55.1 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. 7.0 Lb pressure loss due to a WTR SFNR serving the controlling fixture. F. 37.5 Ft Developed length from the 25.0 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 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 HROSH OS WATER CALCULATION WORKSHEET ,ON McWATER sa ..l . I INFORMATION REQUIRED TO CALCULATE WATER SERVICE SQE.- , 1. Demand of budding in buildingangallons per minute Y�. � • ,(GPM) • / / . µ rr 17fit , ., :., ,Lr.:.. 2. Difference in elevation from main orexternal prestos tanktatiugding`oontr0Gvalve. (feet) •- 3. Size of water meter(When m,s�e,.� to required) .b,8' , 11s, 5 a } r: 4. Developed lengthfcom main or external pressure`fankto bui1dInago •-r....3:-.' '�� (fee()'.. � +,v r -� ".'�.Y1 r r r v'�f7 i=i�.}u tV��-- -�.�'x.:l+� "�i,.h� w'. .ti :�Y� r� 5. Low pressure et main°In•s�reet or, __rn ressure`tan ' .... j. ' 4 .r' �� (ps ' - • CALCULATE WATER SERVICE PRESSURE LOSS 6. Low pressure at main in street or external pressure tank.(vaiue of#5 above) 6 / 7. Determine pressure loss due to friction in inch diameter Subtract value of"7` 3 water service. subtotal .5 'ol 8. Determine pressure loss due to elevation, • Subtract value of"8" �' (multiply the value of#2 above by .434) p 9. Available pressure after the bldg. control valve. (enter in "B" below) subtotal 55•96 CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS(VALUE OF"A") • p B. Available pressure after the bldg. control valve. (from"9" above) Value of"B" 55. /d C. Pressure loss of water meter(when meter is required) Subtract value of"C" 5 subtotal 56 ' 90 D. Pressure at controlling fixture. Subtract value of"D" 20 subtotal •9' E. Difference in elevation between the building control valve Subtract value of`E" and the controlling fixture in feet X .434 psifft subtotal 4 • ei F. Pressure loss due to water treatment devices, instantaneous water heaters and backflow preventers which serve the Subtract value of"F" controlling fixture. subtotal I,.L9. G. Developed length from building control valve to controlling Divide by value of"G" gi fixture in feet X 1.5 subtotal •aqg 0 Multiply by 100 ..A.. _ ��- ice A. Pressure available for uniform loss 1. . Determine demand;O building 9. Available pressure after the G. Developed length from the In GPM. •.kms •4-+ building control valve. building control valve to the Add up WSFU's(Tables 82:40-182), (enter in line"B") controlling fixture. convert to GPM, (Table 82.40.-3L, This is the measured length (ft) of pipe WSFU's =GPM 17. ' B. Available pressure after the between the building control valve . / building control valve. and the controlling fixture. 2. Determine differencoln elevation, (from line"9") Multiply the length (ft) by 1.5. from main or external pressure tank to building controlwa lVe.,' C. Determine pressure loss of water Calculating the pressure available for Ask purveyor depth ofmain lh"Street, or meter. uniform loss (value of"A"). ask pump installer dapth of pipe at (Refer to Graph A-82.40(7)-1 or connection to exterrtai prestitSi tank. to loss curve from manufacturer. Value of"B" SS-`le-) [.., : 1 3. Size of meter.(if a000lble) D. Pressure at controlling fixture. Subtract value of"C" Ask purveyor meter i f i P I demand. This is the pressure required for a ?J r�sM�' ' :. < fixture to perform as designed. subtotal 4. Developed length fidni mrralnro + Compare; external pressure iii 0' H Ing t, (1) required fixture pressure, Subtract value of"D" �l� ,cbhtrol Valve'. .-° ;ti,;"°" -:� f?'`' (2) elevation of fixture, v ° ura actual distance, � ,�i "y (3) developed length to fixture. subtotal 30 , 9e 6 ' Determine low pressure at.iriairii in E. Determine difference in elevation Subtract value of"E" 3.l street;or external presSure'tank. between the building control valve Ask purveyor the loW:pressUre of water and the controlling fixture. subtotal 26 'II at address,or ask pump installer low Measure difference in height(ft)from �5 p pressure setting on switch..•s - the building control valve to the Subtract value of"F" controlling fixture. c C 6. Low pressure at main in street,or Multiply height(ft) by.434. subtotal 7/ .l i external pressure tank. (as determined at#5 above) F. Determine pressure loss due to Divide by value of"G" water treatment devices, �c�/ L� 7. Determine pressure loss due to instantaneous water heaters and subtotal friction in the water service. backflow preventers which serve Multiply by 100 Refer to Graphs A-82.40(7)-2 thru 6. the controlling fixture. This is determined by pressure loss "A" _ /4 6 8. Determine the pressure loss due to curves based upon the GPM flow the difference in elevation between through the equipment or device. "A" = pressure available for uniform loss. the main or external pressure tank This pressure loss only applies when and the buildingcontrol valve. serving the controlling fixture. This number is only and indicator for using the pipe sizing Tables 82.40-4 thru Measure difference in height(ft) from the 82.40-9. main or external pressure tank to the / building control valve. Address '$ ZAA�S/ (this number is not actual pressure) Multiply height(ft) by .434. , / / City Project 6(&Lltll/t G1 e(747.