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HomeMy WebLinkAbout0092476-Plumbing (interior) g ) CITY OF OSHKOSH No 92476 OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 2388 SHORE PRESERVE DR Owner OSHKOSH AREA SCHOOL DISTRICT Create Date 09/11/2001 Contractor SAMMONS PLUMBING Category 410 - Residential- Interior Plan Bathtub 1 Shower 2 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 3 Whirlpool 0 Floor Drain 2 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0 Lavatory 3 Lndry Tray 1 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Toilet 3 Lndry Stndp 1 Clothes Wshr 0 Ice Chest 0 FIr/Wst Sink 0 Int Grease Trap 0 Res. Sink 1 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0 Bar Sink 0 Dishwasher 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0 Water Heater 1 Sump Pump 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 0 Use /Nature NSFR of Work 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 Valuation $9,000.00 Plan Approval $0.00 Permit Fees $126.00 Issued By Date 02/01/2002 ❑ 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 522 W. MURDOCK AVE OSHKOSH WI 54901 - 2298 Telephone Number 414 - 231 -9880 Plumbing Permit Work Card Job Address 2388 SHORE PRESERVE DR Permit Number 0 9 „2 j Create Date 09/11/2001 Owner OSHKOSH AREA SCHOOL DISTRICT Contractor SAMMONS PLUMBING ; egory 410 - Residential- Interior Plan Value // $0.00 _dthtub 1 / Shower h 2- Ejector /Grind Dip Well F Prep Sink Gar Drain Orr 3 Whirlpool 3 Floor Drain / /2- Water Softner Drink Ftn Sery Sink Soda Disp Lavatory 1/ 13 Lndry Tray / / Local Waste Wait. St. Shamp Sink Coffee Maker Toilet /// 3 Lndry Stndp / 1 Clothes Wshr Ice Chest Flr/Wst Sink Int Grease Trap Res. Sink / / Disposal / 1 Bidet Exam Sink Catch Basin Ext Grease Trap Bar Sink Dishwasher / / Beer Tap Sculry Sink Wash Ftn Water Heater / 1 Sump Pump / / Dent. Oper. Hand Sink Urinal Site Drain Classrm Sink Lab Sink Plaster Sink Standp Rec 1 Roof Drain Breakrm Sink Sterilizer Surgeons Sink Ice Maker Use /Nature NSFR of Work Size Material Type # Conn.Type Sanitary Sewer ' /k 1/ © 2- r / 3 6. -_,I, 0411-3- ) 1 7 Storm Sewer ��-__ Water Service / Date 00 /00 /0000 Type Inspector u Approved 0 0 5 trk F) - SW r , / / ,,,,,,,,,i,_ Chip, I would like you to do a final inspection of 2388 Shore Preservation Dr. Best to call John Oman on his cell at 292 -4275. Mike Sammons ip SAMMONS PLUMBING OSHKOSH, INC. 522 W. Murdock Ave. Oshkosh, WI 54901 414-231-9880 Oshkosh High School House 79O 2388 Shore Preservation Drive DFU WSFU FT (1) bathroom group 1 shower, 1 lav, 1 toilet 6 3.5 (1) bathroom group 1 shower, 1 lav, 1 toilet 6 3.5 (1) bathroom group 1 tub, 1 lav, 1 toilet 6 4.0 (1) automatic clothes washer 3 1.5 (1) dishwashing machine 2 1.0 (3) 1 /2" hose bibs - 9.0 (1) kitchen sink 2 1.5 (1) laundry tray 2 1 (1) 4" floor drain 4 25.5WSFU (4) 3" floor drain 12 43 DFU FROM J /IIemo SAMMONS PLUMBING OSHKOSH, INC. Also: 1 - Water heater 1 Sump pump Fixture Listing Date: February 1, 2002 Name: SAMMONS PLBG Project: 2388 SHORE PRESERVE DR Street: Street: 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 3 Hose Bib, 1/2" diameter .00 9.00 9.00 1 Kitchen Sink 1.00 1.00 1.50 1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 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 9.00 21.50 25.50 17.3 Gallon per minute demand of the building. Predominatly Flush Tank 16.8 Pressure available for uniform loss. For the table use - 17.0 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 5.5 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 6.5 0 18 34 62 112 270 484 776 1835 f tX a _C , 7 2____ ,-------- 1 3, WATER DISTRIBUTION DATASHEET Date: February 1, 2002 Name: SAMMONS PLBG Project: 2388 SHORE PRESERVE DR Street: Street: City: City: 1. 17.3 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. 1.3 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 7.1 ft per sec. 4b. 6.3 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 6.3 ft per sec. 5. 1.7 Lb loss from a lin Meter . 6. 45.7 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. 17 Pressure available for uniform loss (psi /100 feet of pipe). B. 45.7 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. T/S FAUCET D. 4.8 Lb loss resulting from a 11.0 ft difference in elevation from the Water Meter to the controlling fixture. E. .0 Lb pressure Loss due to a WTR SFNR serving the controlling fixture. F. 124.5 Ft Developed length from the 83.0 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 5.5 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 6.5 0 18 34 62 112 270 484 776 1835 0Skkosl1 I-1 «t Sc I i 6 o'l I oust Et WATER CALCULATION WORKSHEET Information needed for water service sizing 1 . f! Demand of building in gallons per minute. � ,- 5 - 2. _if Low pressure at main in street (or at external pressure tank). 3. 3' Difference in elevation from main to meter (or external pressure tank to building control valve). 4. 1 Size of water meter (if applicable). 5. /00 Developed length from main to meter (or external pressure tank to building control valve). Your must first find the available pressure after the water meter (or at building control valve). To obtain this pressure, you must: 6. 7 Find pressure loss due to friction i i 4 '1 -i•ch diameter water service. 7. /_3 Find pressure loss due to elevation, main to meter (or external pressure tank to building control valve). Multiply with difference in elevation by .434 psi /ft. 8. 11 Fi nd pressure loss due to meter (from manufacturer or AWWA). 9. r 3�� ?Subtract the loss due to friction (step 6), loss due to elevation (step 7), and loss due to meter (step 8) from low main pressure (or low pressure at external pressure tank (step 2). This calculation is the available pressure after the water meter (or at the building control valve). This answer is entered in Line B below. Information needed for water distribution sizing Using the following formula, find the pressure available for uniform loss (psi /100 feet of pipe). B - (C + D + E) A= F X 100 WHERE: A. /Z•Z Pressure available for uniform Toss (psi /100 feet of pipe). B. 91•/ Available pressure after water meter (at the building control valve or low pressure at internal pressure tank) (see step 9 above). C. 20 Pressure needed at controlling fixture. D. y 77 Difference in el • 'on between water meter (building control valve or internal pressure tank) and controlling fixture in feel x .434 psi /ft. E. 1S Pressure loss due to water softeners, water treatment devices, instantaneous water heaters and backflow preventers which serve the controlling fixture. Conventional water heaters usually do not have a pressure loss. F. 12�f,5 Developed length from water meter (building control valve or internal pressure tank) to controlling fixture in feet 83 ' x 1.5. With pressure available for uniform loss, go to applicable table for distribution sizing.