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Home My WebLink AboutPlumbing - 9/5/2006 '~ ~ CORRECTION NOTICE / FIELD INSPECTION REPORT JOB LOCATION: /'15'/ . 0&11/)/0/\ d CONTRACTOR: ~r(~J fjf^ I PROJECT TO BE INSPECTED: ~ . - J! .. TYPE OF INSPECTION: ?/V/Vllj .,.e~d~ Violations must be corrected and approved within 30 days unless otherwise noted. Call for re-inspections prior to concealment and/or occupancy. Upon completing the corrections, the owner/contractor/agent must sign and date at the bottom ofthis notice and return it to the Inspection Services Division by the Compliance Date of / (:) ... 3' J at ~:aQDE INSPEC1'IONRESUL'l'S City of Oshkosh Inspection Services Division 215 Church Avenue, PO Box 1130 Oshkosh, VVI54903-1130 Phone: (920) 236-5050 , Fax (920)236-5084 jj If .tJO Print Name Company Signature: Date 11/06/2006 MON 8= 46 FAX ""'0 731 . ~~ 9742 Turek' e Plumbing Inc. ~002/002 WATERCAi.CULATION WORKSHEET FOR /eu/d5'- ,,::'f.z~,g(}77ffY &-c/dLd lNFOR:-'lATION REQUIRED TO CALCtJLATE WATER SERViCe: SIZE 1. Demand of building in gallons per minute. . WSFU's .~/ :: (GPM~O. 66 .. 2. Differenc~ in eleva.tion from main or external p~essure tank 10 builc:!ing control vaIV~. (f~ett 7 7S- 3. Size of water met~r (when meter is .reqUired).. S/an~. 3/4~ 1" ....;,., 1 ~1/2n _' 2" _, l~r,ger ~ize 4. .: .Deyeloped length-from main dr ex~ernal pressure tank to building control valve. . ,(feel) ,.1/ 5. .. Low pressure at main in street or exlernal pressure tank: (psi) t/R. . . CAL.CULATE WATER SERVICe PRESSURE LOSS 7.. . . ' Low pressure at main in s~eet or external pressure tank: (value of # 5 aboveY . .. " . L II; Determine pressure loss due to friction in :/f water serVice. ~ .. r"'ater service p!p~ng material is : ... .. .. \ . .,LLK'. 6. ' inch diameter . f) j ~ value of "7" 'd. 63.5. .. ) , ... . . (Subtraclline 7.. fram,line.a:) $ubtatal 9'S:-d~S-:- 6. Determine pM.sul;' gain er los. due to. elevailon, " . :.,.. ,. ,. .'T'" / " : (mul~i'ply tli~, ~a!~e of #,2 ab~ve by .434) . . .. . ,.,~alue of "8" ~. ~~ ' , 9.: ' ", ,Available pressw:. efte; the bldg. ~e~lrol valv...(~~b~~~lIine a.HEnle; In~8- be)ew; s.~blO~i.. tkR .. .:. , . ' ,. . . .. . . . tt, . ... --... ",---:--.. '.. CALCULATE THE PRESSURE AVAlL.ABLE FOR UNiFORM LOSS (VALUE' OF 'IA") .s. . '. Available piessu~ aft", lhe bldg. een~~i:~~~. ~f~m.:S" a1>eiie) . ." . Valu.eI."S" . . . .' ~ . . .... I D. . pr~$~'ure loss ~f wale~. ~~ter {when m9!ter.i~,'~~quired} .... . . \1aiu~'~f ,"c" .. _'" I .. .. .. . I - ", . . . . , {Subtract line C, from line e.) ,s~btctar P.res,sure at co'ntromng ~~tura. : '., .~ ,. '.... .:. . './1.. j." ,~.. .; j I . '. . vaiu~:of;'D;;, oI0~'. (ContrOl1ing'fixturei.S...dO...aJJ j?-e-S"<t/I'"e /5A'/t.^,?~/h'r/t!~ -.., - ,..., ..' ..... /r--S-' ~ (Sl;lbtract the value of 0,) subtotal /u', ". r . . -I(;; . 6~ ,s:J SCS-, c. E. ., Diff~rence In elevation between the bu.i1ding, c~;mlrol valve..: . ", '/ C?/J . .. ~~d lhe contto~ling fixlure in ~eet J ,~ X .434 p~i/ft. ',' Value qf "E" ~.# ,. ".:' . ' . . , . . , .,; (Subtio~llhe value elE,; ~ubtotai y, ts>&' . I' .' _. ..... .1 . . F. Pressure loss due to water lr~alinent dexlces; .1nst~n:~ane~\Js, :', . water heaters and backtlow prevente.rs which slfrve the .-. : .. . .. ~ ' . . . . controlling fix.ture. . , ' .... '... ,. . V~(ue 'of "F'. ' - .' , .. '. (Pressure loss dueto . ). ' .. ..,..,. o~. , ' . .. , .., ~S~blract ,the value of F.) su.btolal 76'0 c. G, Developed.leng~om b~ilding co~trol v;;llve to controlling . .fiXl~rej~ feel ? X 1.5 _ ...,' ~ , . ..' .. &.... '(Diylde'~y the valLIe o{ G.) 'subtotal (W ater dl~tribulion piping materIal is ~ eX) Value of "G" g6:.s ., ()ff'7 Multiply by . . /1..;:: a... ,. _ /1'". 100 ~-?f WATER DISTRIBUTION DATASHEET Date: November 6, 2006 Name: Phil and Lisa Levine (Turek's Plumbing) Project: NSFR Street: 1451 Wellington Ct Street: 1451 Wellington Ct City: Oshkosh City: Oshkosh 1. 23.4 Gallon per minute buiding demand, predominatly Flush Tank. 2. 48.0 Low pressure at the Main in Street. 3. 3.0 Lb loss from a 7.0 ft difference in elevation from Main in Street to the Water Meter. 4a. 2.6 Lb loss from a 31.0 ft 1 1/4" PB Tubing ASTM 3309 water service from the Main in Street to the Water Meter. - Pressure loss detemined using a C value of 150, inside diameter of 1.125 and a velocity of 7.6 ft per sec. 4b.~ No 2nd part water lateral. 5. 8.2 Lb loss from a 3/4in Meter 6. 34.2 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. ~ Pressure available for uniform loss (psi/IOO feet of pipe). B. ~ Lbs of pressure available at the Water Meter. c. ~ Pressure needed at the controlling fixture. PB T/S valve D. -.-1:!! Lb loss resulting from a 18.0 ft difference in elevation from the Water Meter to the controlling fixture. E. ~ Lb pressure loss due to a no pressure loss devices serving the controlling fixture. F. 85.5 Ft Developed length from the 57.0 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 I 1/4 1 1/2 2 21/2 3 4 Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value ofC 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 3.5 0 8.5 16.5 28 44 79 121 174 303 Maximum FM WSFU 0 0 0 5.5 11 36 144 369 731 1833 Maximum FT WSFU 3.5 0 I'-S J.4f ~o. 106 270 480 776 1833 )<6.f /~~ /' }]' WATER DISTRIBUTION DATASHEET Date: November 6,2006 Name: Phil and Lisa Levine (Turek's Plumbing) Project: NSFR Street: 1451 Wellington Ct Street: 1451 Wellington Ct City: Oshkosh City: Oshkosh 1. 23.4 Gallon per minute buiding demand, predominatly Flush Tank. 2. 48.0 Low pressure at the Main in Street. 3. 3.0 Lb loss from a 7.0 ft difference in elevation from Main in Street to the Water Meter. 4a. 2.6 Lb loss from a 31.0 ft 1 1/4" PB Tubing ASTM 3309 water service from the Main in Street to the Water Meter. Pressure loss detemined using a C value of 150, inside diameter of 1.125 and a velocity of 7.6 ft per sec. 4b.~ No 2nd part water lateral. 5. 8.2 Lb loss from a 3/4in Meter 6. 34.2 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. ~ Pressure available for uniform loss (psi/IOO feet of pipe). B. ~ Lbs of pressure available at the Water Meter. C. ~ Pressure needed at the controlling fixture. PB T/S valve D. ~ Lb loss resulting from a 18.0 ft difference in elevation from the Water Meter to the controlling fixture. E. --=.!! Lb pressure loss due to a no pressure loss devices serving the controlling fixture. F. 85.5 Ft Developed length from the 57.0 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 1/4 1 1/2 2 21/2 3 4 Actual!. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0 Value ofC ]50 150 150 ]50 150 150 150 ]50 150 ]50 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 2.5 4 6 ] 1.5 20 31 53 0 0 0 Maximum FM WSFU 0 0 0 4 6.5 15 56 0 0 0 Maximum FT WSFU 2.5 4 't.) ]S 30 57 ]40 0 0 0 . , , Fixture Listing Date: November 6, 2006 Name: Phil and Lisa Levine (Turek's Plumbing) Project: NSFR Street: 1451 Wellington Ct Street: 1451 Wellington Ct City: Oshkosh City: Oshkosh Non Public Use Fixtures 1 Automatic Clothes Washer 1.00 1.00 1.50 1 Dishwashing Machine 1.00 .00 1.00 5 Hose Bib, 1/2" diameter .00 15.00 15.00 1 Kitchen Sink 1.00 1.00 1.50 2 Laundry Tray, 1 or 2 compartment 2.00 2.00 3.00 1 Lavatory .50 .50 1.00 1 Shower, per head 1.00 1.00 1.50 1 Water Closet, gravity type flush tank .00 2.00 2.00 3 Bathtub, lavatory and water closet - FT group 6.00 10.50 12.00 Hot Cold Total Total Water Supply Fixture Units 12.50 33.00 38.50 23.4 Gallon per minute demand of the building. Predominatly Flush Tank 7.5 Pressure available for uniform loss. For the table use - 8.0 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 21/2 3 4 Actual I. D. .485 .584 .681 .875 1.069 1.263 1.653 0 0 0 Value ofC 150 150 150 ISO 150 150 150 ISO 150 150 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 2.5 4 6 11.5 20 31 53 0 0 0 Maximum FM WSFU 0 0 0 4 6.5 15 56 0 0 0 Maximum FT WSFU 2.5 4 {.f IS 30 57 140 0 0 0