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HomeMy WebLinkAbout0084279-Plumbing (interior) 1((..) CITY OF OSHKOSH No 84279 OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD ON THE WATER Job Address 2013 SHERIDAN ST Owner DEL TRITT CONSTRUCTION LLC Create Date 10/25/2000 Contractor RASMUSSEN PLUMBING Category 410 - Residential- Interior Plan Bathtub 1 Shower 1 Ejector /Grind Dip Well F Prep Sink Gar Drain Whirlpool Floor Drain 1 Water Softner Drink Ftn Sery Sink Soda Disp Lavatory 2 Lndry Tray Local Waste Wait. St. Shamp Sink Coffee Maker Toilet 2 Lndry Stndp 1 Clothes Wshr Ice Chest FlrIWst Sink Int Grease Trap Res. Sink 1 Disposal 1 Bidet Exam Sink Catch Basin Ext Grease Trap Bar Sink Dishwasher 1 Beer Tap Sculry Sink Wash Ftn Water Heater 1 Sump Pump 1 Dent. Oper. Hand Sink Urinal Site Drain Classrm Sink Lab Sink Plaster Sink Standp Rec Roof Drain Breakrm Sink Sterilizer Surgeons Sink Ice Maker Use/Nature of Work NSFR Size Material Type # Conn. Type Sanitary Sewer Storm Sewer • Water Service Valuation $4,500.00 Plan Approval $0.00 Permit Fees $78.00 Issued By 0 Date 02/14/2001 ❑ Permit Voided In the performance of this work, I agree to perform all work pursuant to rules goveming the described construction. Signature Date Agent/Owner Address 1914 GREENBRIAR TRL OSHKOSH WI 54904 - 8887 Telephone Number 920 - 233 -6747 Plumbing Permit Work Card Job Address 2013 SHERIDAN ST Permit Number 0 $4 Create Date 10/25/2000 Owner DEL TRITT CONSTRUCTION LLC Contractor RASMUSSEN PLUMBING egory 410 - Residential- Interior Plan Value $4,500.00 bathtub / 1 Shower 1 1 Ejector /Grind Dip Well F Prep Sink Gar Drain Whirlpool Floor Drain ' 1 Water Softner Drink Ftn Sery Sink Soda Disp Lavatory 1/ 2 Lndry Tray Local Waste Wait. St. Shamp Sink Coffee Maker Toilet / / 2 Lndry Stndp 1 1 Clothes Wshr Ice Chest Flr/Wst Sink Int Grease Trap Res. Sink -/ 1 Disposal / Bidet Exam Sink Catch Basin Ext Grease Trap Bar Sink Dishwasher / 1 Beer Tap Sculry Sink Wash Ftn Water Heater 1 1 Sump Pump / 1 Dent. Oper. Hand Sink Urinal Site Drain Classrm Sink Lab Sink Plaster Sink Standp Rec Roof Drain Breakrm Sink Sterilizer Surgeons Sink Ice Maker Use /Nature of Work NSFR Size Material Type # Conn.Type Sanitary Sewer („( c>,/ ki )02._/ / / l 7 5 Storm Sewer )‘ L(1\' () r Water Service Date 00 /00 /0000 Type Inspector J Approved e' V .....___________ / e 0 ---e___:....„ • Rasmussen Plumbing, Inc. 1914 Grccnbnar Trail Oshkosh, WI 54904 -8887 Jeff Rasmussen Master Plumber #221251 Phone (920)211 -047 Fa\ (9201232- -6747 r o 1r� — • � u(Lkff r*C 0 1- L Ku 1- 4 s1u -.. dc • 1 Ft g- Ong °►'Ll 1 f .. {, - V b L to l abed Wd 51:9 0010£ / l l 0/9E0326 out 6wgwnid uessnwea - r :rtq was Sent by: J. Ramussen Plumbing Inc. 920233671 11/30/00 6:21 PM Page 1 of 1 I Rasmussen Plumbing, Inc. 1914 Groenbriar Trail Oshkosh. WI 54904 -8887 Jeff Rasmusscn Master Plumber #223251 Phone (920)233 -6747 // - 02 I ' ° Fa s (920)233 -6747 02» 13 5ifEg- b R' -5 Wks c 1 GS , 1- BA-1, - y 11 4 / � 3 . - I j -- , , 1 H sL,,._.--, .. / , I 3 :), s 1_1) w / • 1— p -Lt+D 0,101-(,,, i r 1 `, f i– ©.- s, s< :4 u 3 it 5' //, s i y,s - f y, s --- w sP u // 6 P r• 7-y Fr M. D; s f.. P, - $ ; 1 32 td-i-s F v Yi -- , g w s r u . ■ 13 /i,s_<! 1gN S WATER CALCULATION WORKSHEET Information Neededliw Water .Service Sizing 1. L Demand of building in gallons per minute. 2. So? Low pressure at main in street (or at external pressure tank). 3. 3 Difference in elevation front main to meter (or external pressure tank to building control valve). 4. 3 4' Size of water meter (if applicable). S. lk Developed length from main to meter (or external pressure tank to building control valve). J 4 4,4 ,& tJ L . -Lc - iJ ' a,. .¢ d #c4 You Must First. Find_ the Available Pressure After the Water Meter (or at building control valve). To obtain this pressure. you must: f , r 6. 3 Find pressure loss due to friction in 1 '1 inch water service. /L 7. ___1__ Find pressure loss due to -elevation, main to meter (or external pressure tank to building control valve). Multiply the difference in elevation by .434 p.s.i. /ft. 8. 1 ,S Find pressure loss due to meter. (from manufacturer or AWWA). 9. .P.221 Subtract the loss clue to friction (Step 6), loss due to elevation (Step 7). and loss due to meter (Scent) from the low main pressure (or low pressure at external pressure - tank). This calculation is the available pressure after the water meter (or at the building control valve). This answer is entered in Line 8, below. Information Needed for Water Distribution Sizing Using the following formula. find the pressure available for uniform loss (p.s.i/100' of pipe) A•B= tC +fl +E)x 100 WHERE: F A. t/ 3 Pressure available for uniform loss (p.s.i. /100' of pipe). B. Yd.S Available pressure after water meter (at the building control valve or )ow pressure at internal pressure tank). (See item 9. above). C. ? Pressure needed at controlling fixture. 7 ' 3 D. 3' S Difference in elevation between water meter (budding control valve or internal pressure tank) and controlling fixture in feet _a_ x .434 p.s.i. /ft. E. Pressure loss due to water softeners, water treatment devices, instantaneous water heaters and backflow preventers. Conventional water heaters usually do not have a pressure loss. F. Sa.S Developed length from water meter (building control valve or internal pressure tank) to controlling fixture in feet 35 x 1.5. With pressure available for uniform loss, go to applicable table for distribution sizing. SRD -6479 (R. 08 /88) aba Wd bZ.9 0010£ll l bL9££ZOZ6 DUI 6uigwnid uassnwBH .£ :Rq;uag Rasmussen Plumbing, Inc. 1914 Greenbrnar Tratl Oshkosh, WI 54904 -8887 JdJ' Rasmussen - Master Plumber 4223251 Phone (920)233 -6747 Fax (920)2331,747 Per our conversation on 11/28/00 that I am able to take the water pressure from ,jobsite. eighborof 'obsit to get a pressure number to figure the water calculation worksheet: The water pressure was taken on // — .z9 - 0 ° • at o? Oo kirid' S7 and the pressure is /Lc S b _ a 0 S I1r Q� ofr# sT 110 1 abed Wd 81 9 DDID£/l t 10L9££Z0Z6 3111 buigwnj uassnw% r :Aq lueS Fixture Listing Date: December 1, 2000 Name: RASMUSSEN PLBG Project: NSFR Street: Street: 2013 SHERIDAN 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 1 Hose Bib, 1/2" diameter .00 3.00 3.00 1 Kitchen Sink 1.00 1.00 1.50 1 Bathtub, lavatory and water closet - FT group 2.00 3.50 4.00 1 Shower Stall, lavatory and water closet FT - group 1.50 3.00 3.50 Total Water Supply Fixture Units 6.50 11.50 14.50 10.7 Gallon per minute demand of the building. Predominatly Flush Tank 43.3 Pressure available for uniform loss. For the table use - 44.0 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 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 6.5 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 8 0 17.5 34 60 110 270 480 776 1833 WATER DISTRIBUTION DATASHEET Date: December 1, 2000 Name: RASMUSSEN PLBG Project: NSFR Street: Street: 2013 SHERIDAN ST City: City: 1. 10.7 Gallon per minute buiding demand, predominatly Flush Tank. 2. 52.0 Low pressure at the Main in the Street. 3. 1.3 Lb loss from a 3.0 ft difference in elevation from Main in the Street to the Water Meter. 4a. .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 130 , inside diameter of .995 and a velocity of 4.4 ft per sec. 4b. 2.1 Lb loss from a 45.0 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 130 , inside diameter of .995 and a velocity of 4.4 ft per sec. 5. 1.7 Lb loss from a 3 /4in Meter . 6. 46.2 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. 44 Pressure available for uniform loss (psi/100 feet of pipe). B. 46.2 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. T/S FAUCET D. 3.5 Lb Loss resulting from a 8.0 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. 52.5 Ft Developed length from the 35.0 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 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 6.5 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 8 0 17.5 34 60 110 270 480 776 1833