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HomeMy WebLinkAbout0107740-Plumbing (interior)OSHKOSH ON THE WATER .lob Address 1180 JUDY LEE DR Contractor HANSON QUALITY PLUMBING CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD Owner RUSCH HOMES LLC Category 410 - Residential-Interior No 107740 Create Date 03/31/2004 Plan Bathtub 2 Shower 1 Ejector/Grind 0 DipWell 0 F Prep Sink 0 Gar Drain 0 Whirlpool 0 Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0 Lavatory 3 Lndry Tray 0 LocaIWaste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Toilet 3 Lndry Stndp 1 CIothesWshr 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 SculrySink 0 Wash Ftn 0 RPZValve 0 Water Heater 1 Sump Pump 1 Dent. Oper. 0 Hand Sink 0 Urinal 0 Eye Wash Statn 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 Use/Nature NSFR/ Newsingle familyquad level 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 $7,500.00 Plan Approval $0.00 Permit Fees $119.00 ~ Permit Voided Issued By Parcel Id # 1342504500 Date 04/28/2004 In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement holder(s) and to secure any necessary approvals before starting such activity. Signature Date Agent/Owner Address 550 N BLUEMOUND RD APPLETON WI 54914 - 0000 Telephone Number 730-0205 To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not performed within two business days from the time the project is ready. Jib Address 1180 JUDY LEE DR Owner RUSCH HOMES LLC tegory 410 -Residential-Interior .,athtub ~ ~ 2 Shower Whirlpool 0 Floor Drain Lavatory f ~ 3 Lndry Tray Toilet ~ ~ 3 Lndry Stndp Res. Sink ~ Disposal Bar Sink 0 Dishwasher Water Heater ~ Sump Pump Site Drain 0 Classrm Sink Roof Drain 0 Breakrm Sink Use/Nature of Work Plumbing Permit Work Card Permit Number 107740 Contractor HANSON QUALITY PLUMBING Plan ' 1 Ejector/Grind 0 Dip Well 0 F Prep Sink Water Softner 0 Drink Ftn 0 Serv Sink 0 Local Waste 0 Wait. St. 0 Shamp Sink Clothes Wshr 0 Ice Chest 0 FIrIWst Sink 1 Bidet 0 Exam Sink 0 Catch Basin Beer Tap 0 Sculry Sink 0 Wash Ftn Dent. Oper. 0 Hand Sink 0 Urinal 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0 Sterilizer 0 Surgeons Sink 0 Ice Maker Create Date 03/31/2004 Value $7,500.00 0 Gar Drain 0 0 Soda Disp 0 0 Coffee Maker 0 0 Int Grease Trap 0 0 Ext Grease Trap 0 0 0 0 ~1 ISFR/ New single family quad level 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: Ready Date/Time: Requested By: Reinspect Fee ~ Fee Waived ^ Reinspect Fee Paid --------------------------------------------------------------------------------------------------------- V ~~~~~~ ~ S .~ AIR~~e ' ~~ ~: ~ ~. ~~ro ~~ ~ ~ - ~~~ ~~ :~' ~. a ~~ ~~ .. g~ • a a ~~ v~ a ~. ~~ ~' a~ r a .~ p ~.~~~ ~ ~ m~~~ ~~ qqd 8 ~ ~ ~! ~ o .. ~~~~ a ~~r ~3 u N w ~ ~~ a~ m ~ ~~ ~ ~ ~ ~~ ~ ~a~ M ~~ ~ ~ .3 .. ~~ ~~ ~~~~~ .~N~ ~ ~~_~~ ~~ ~ ~" ~ ~ ~, e ~ . ~ A~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~ ~ ~ ~ ~ ~ ~. ~~ ..~ $ ~~ g ~ a ~ ~' , ~ ~' ~ ~~~, ~~ p ~ ~ ~ ~.~~~~~ ~ ~ :~ ~ ~~ ~~ ~~ 7~r w' ~~~ a oo ~'~Ti~~rs ~ ~ ~ 3 ~ ~ ~ ~ ~ ~ ~ ~ ~~~~ ~ A $ '~ ~ ~ ~ u lr~ -~ ~ ~ g a S N ~ ~ ~1 _ •. ~ ~ ~ o ~ ~ ~$ ~~ 0 N '7'1 O t~ .~ z rn a a. 0 E0160 39tid Wll~ld h1I'pdf1~1 ShlOSNtiH 0Z6 SS ~60 ti00~/5t/90 06!15/2004 09:55 920 // j HANSONS QUALITY PLUM PAGE 02/03 WATERCALCULATWN WORKSHt?ET fOR,~~~~~Z. ~ ~~~ ~~ LE'C, MIRORtiAATIpN REquIREO TO cAI.CULATE WATER SERVICE SIZE 1 • Demsnd d buiWrng ~ moons per mMwte. WSFU's ~~ _ (GPl~fj /~~ 2. Oiffererrce in elevatia- from rr~ or external precs~me tank ~ building control valve. (frli:t) - "` 3. Sbx of the water meMr. (Hf hen appNcebie) St8' . 3f4" 1' ,~ 1-1/2' ~ 2" _, 3" _, 4' J 6' {. Developed length from main or external presst#re.tank to butldiny carNnal v~ve. (feet) ,~~ 5. Low preeorx+e at main &~ saes! or external pressute teak. ~ -: (1~9) .~ CALCULATE 1IYATER SERVICE PRESSURE'1.065 S- Low pneswre at main h street or exte-nal pressure tank. (valued # 5 above) 7. Water servtve stet is ~''~. Material ie ~~ . Presewro loss P~ 1 ~ g = -: P~• X ~(decimd egtrivale d service .? ..,~ --._.~ (9ubtract r~ 7. from Yne 6.) subtotal ~, s'O S• P~sure li>~ ~ bss due to Neveticxr, - (multiplythe valued #~2 above by .434) ~ value d'8' '~ 9. Avalet~le~Pres:una afterlhe bldg. coMrd vaMp. (Subtrrat~or add ~ 8. Enter in'B':) subtotal S~. S~ CALCULATE TI# PRESSURE AYNt.AB~E FOR'UNit%ORM (LOSS (VALUE OF "A") 6. Avertable ~proeout+e after the bldg. oontrd valve.: (fir+pm 'g' above) Value d'8' C. Pnssurs bas d watw molar (when mater is regriired or iriistaNed) Yakie d "C' . (Subtract ~ C. from ~ne'6,) subtotal D. at oordroEng ire' Value d "D" (controdkrg fixture ~ -- ~~^-~~z~~ 1 (subtract the value d D.) subtotal ~ andethe ~~~ lion between the ~ c ~~ ~. fixture in feet p (Subtract the value af; E.) F• Pressure~iOSS due to water treatment devkxs, insytdenepus water heateilt and becirtlow prwertter>s which serve ~e ' ~~~9 i9rdrNe. (Pressure. loss due to - _-'.-._ . . . (subbaCt fhe venue d F.) G. ~ bevetoped (engq,t~~ Conirol vahre 4o carMroUtng . . ~trxt~e in tfeet X 1.li (Water distntwtion ~ '~ ( by the value d Q.) P t~9 material. is ~ ,-c--~..~) A. .Phetsure ava~eeble 1'cr uniform ions So , ~'© ~.~: ~~~ S~ -._.__ ...~ S,~f _.____ Value d "E" ~ •L~ subtotal f , . value d'F' ~ ~ubtotl 3~, ~ -.~ Value d'G' ---.-~. subtotal ~ IKulttpq by L1/~'~ .A" ° -.~~ ago ~>! p~ 06/15/2004 09:55 920 I~~AIJSOtJS Ql-AI..ITY PLUM PAGE 01/03 ... %l~ J.. ~c .. _._ .. _. _ _-.... _ ... ... _._~- .L.~ . ... _ _ _.__....._ _. _ ~ ~ . __~.. ~ ~^~~ _ _ Cyr .E-~ ~ ~-~. ,~ --. _. __ ...: ~ __ . _.-- r i. _... _~..... -..._-... ..._ -- .-~...---~ a~._... WATER DISTRIBUTION DATASHEET Date: June 15, 2004 Name: HANSON O PLBG Street: Street: 1180 JUDY LEE DR City: Project: NSFR City: 1. 15.2 Gallon per minute buiding demand, predominatly Flush Tank. 2. 53.0 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. 1.0 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 6.3 ft per sec. 4b. 2.5 Lb loss from a 50.0 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 5.5 ft per sec. 5. 3.5 Lb loss from a 3/4in Meter 6. 46.0 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. 41 Pressure available for uniform loss (psi/100 feet of pipe). B. 46.0 Lbs of pressure available at the Water Meter. C. 8.0 Pressure needed at the controlling fixture. T/S FAUCET D. 7.8 Lb loss resulting from a 18.0 ft difference in elevation from the Water Meter to the controlling fixture. E. .0 Lb pressure loss due to a no pressure loss devices serving the controlling fixture. F. 75.0 Ft Developed length from the 50.0 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 Fixture Listing Date: June 15, 2004 Name: HANSON Q PLBG Street: City: Project: NSFR Street: 1180 JUDY LEE DR City: Non Public Use Fixtures Hnt (nlrl Tntal 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 1 Shower Stall, lavatory and water closet FT -group 1.50 3.00 3.50 Public Use Fixtures Hot Cold Total 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 8.50 18.50 22.00 ~~~ 15.2 Gallon per minute demand of the building. Predominatly Flush Tank /.S; S 40.3 Pressure available for uniform loss. For the table use - 41.0 Maximus 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 I50 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