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Home My WebLink About2014-Plumbing ' � CITY OF OSHKOSH No 159743 OSHKOSH PLUMBING PERMIT -APPLICATION AND RECORD ON THE WATER Job Address 3890 WOOD DUCK CT Owner SCHMIDT BROTHERS CONSTRUCTION INC Create Date 02/21/2014 _ ._- _—_ -____ ._ _ _ - _ - _ _ . —_ __ —-_ - . _. Contrector SBS PLUMBING LLC Category 412-Res-Interior(New/Relocated Fiatures) Plan - ._ .. . _—._ _ _ Inspector Jon Mueller � � � � - Bathtub .. 2 Clothes Wshr � . __1 Classrm Sink 0 Surgeons Sink 0 Roof Drain 0 Deduct Meters 0 Shower 1 Lndry Tray _ _ 1 Exam Sink .__ 0 Sterilizer 0 Soda Disp � 0 Wtr Sewer Mtrs 0 Whirlpool 0 Sump Pump _ 7 F Prep Sink _ . 0 RPZ Valve . 0 Coffee Maker 0 Wtr Usage Mtrs � 0 Lavatory 6 San SumplPump _ _ 0 FldWst Sink . . 0 Bidet 0 Site Drein 0 Misc. p - — -- --- __-- Toilet _ 4 Water Sokner _ . 0 Hand Sink _ 0 Urina� 0 Wait.St. 0 Fixtures Kit Sink 1 Standp Rec _ 2 Lab Sink 0 Beer Tap � 0 Ice Chest � p Disposai 1 Gar Drain 1 Plaster Sink 0 Dip Well � 0 Comm Ice Maker 0 - - — — - --- - — ishwasher 1 Local Waste 0 Sculry Sink _ 0 Drink Ftn 0 Int Grease Trap 0 __ _ Floor Drain i Bar Sink 0 Sery Sink 0 Wash Ftn � 0 Ext Grease Trap �� 0 -- _ --- _-- ___.. _ Hose Bibb _ _ 2 Breakrm Sink 0 Shamp Sink ._ _0 Catch Basin 0 Eye Wash SWtn 0 Water Heater 1 �� -� �- _ � -- ---- --��-- - Use/Nature NSFR/plumbing for new home -- --—� - ----—-- —-- ---- of Work "debit acct" — — -- - _ Size Material Type # Conn.Type Sanitary Sewer Storm Sewer Water Senice Parcel Id# 1281370000 Valuation $12,000.00 Plan Approval ___,. 30.00 Permit Fees $234.00 ❑ Permit Voided --- �------- - Issued By _ jl.�, Date 03/12/2014 In the performance of this work, I agree to perform all work pursuant to rules goveming 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. Signa[ure Date AgenVOwner Atltlress 4635 RED FOX RD OSHKOSH WI 54904 -7784 Telephone Number 920-470-5933 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. �W�,�ni� WATER CALCULATION WORKSHEET FOR LOT 37 SHORE PRESERVE 389D Woeci Duc f� C'1', NAMEIA�DRESS OF PROJECT INFORMATION REQUIRED TO CALCULATE WATER SERVICE SIZE 1. Demand of building in gallons per minute. WSFU'S 25.5 1.a. _(GPM) 17.3 2. Difference in elevation from main to eMermal pressure tank or to building control valve. (feet) 6.0 3. Size of the water meter. (when applicable) 5/8 3/4 X 1 1.5 Inch 2 3 4 6 Inch 4. Developed length from main or e�cternal pressure tank to building control valve. (feet) 60 5. Low pressure at main in sireet or e#ernal pressure tank. (psig) 62.0 CALCULATE WATER SERVICE PRESSURE LOSS 6. Low pressure at main in street or ezlemal pressure iank. (value of#5 above) 62.0 � 7. Water service diameter is 1.25 Material is Pex AL Pex,(Polyethylene Aluminum Polyethylene,ASTM F1281 Pressure loss per 100 ft.= 5.92 p.s.i. X 0.6 3.6 (decimal equivalent of service length,i.e.65k=0.65) (Subtract line 7. Fmm line 6.) subtotal 58.4 8. Determine pressure gain or loss due to elevation. (multipiy the value of#2 above by 0.434) value of"8" 2.6 9. Available pressure after the bltlg.Conrol valve. (subtract or add line 8. Enter in"B".) subtoW I 55.8 CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A") B. Available pressure after the building control valve.(from"9"above) value of"B" 55.8 C. Pressure loss of water meter.(when meter is required or installed) value of"C" 4.6 (subtract line C.From B.) subtotal 51.2 D. Pressure at controlling fMure. value of"D" 20.0 (conirolling fzture is PBV 20 PSI ) (subtract the value of D.) submtal 312 E. Difference in elevation belween the building control valve and the controlling fixture in feet 16 X 0.434 psi/ft. value of"E" 6.9 (subtrect the vaiue of E.) subtowl 24.3 F. Pressure loss due to water treatment devices,and backflow preventers which Serve ihe controlling fMure. PressUre loss due to 0 (subtract the value of F) F1. WSFU's downstream of Water Treatment Device: F2. Convert wsfu's to GPM using Table 82.40 3 OR F3. Convert wstu's to GPM using Table 82.40•3e' F4. Refer to manufacturer's graph to obtain pressure loss: value of"F4" 0.0 (If no water treatment device enter"0") subtotal 24.3 G. Pressure loss through tankless water heaters,combination boiler/hot water healers,heat exchangers; Hot vrater WSFU's; convert to;GPM= (Table 82.40-3) Refer to manufacturer's pressure loss graph to determine loss at required GPM: 0 pressure loss. Qf no pressure loss through hot water appliance enter"0") value of"G" 0.0 suhtotal 24.3 (Page 1 of 3) (Page 2 of 3) WaterCa�cworksheet LOT 37 SHORE PRESERVE G Continued from page 1; subtotal 24.3 H. Developed lenglh from building control valve to controiling fxture in feet X 50 1.5 Divide by value of"H" 75 (divide by the value of G.) su6total 0.324 (multiply by 100) 100 A. Pressure available for uniform loss "A"= 32.4 Water distnbution piping material is: �Note: The"A"value obtained by using Table 82.40-3e can only be used for sizing the water treatment device (water softeners,etc)when no hose bibbs,hydrants,or high flow fxtures are being served by the water treatment tlevice. Note: High flow fi�ctures are defned as fixtures ihat exceed a flow rate of 4 gpm @ 80 psi. Comments I'able S?.40-3e CO\«FSIO\ OF«3IER StiPPLi'Fil"TLP�E L�II'S Z'O G�I.LO\S PER RiLti ti TE FOR R:�TER I'RE�I''�\'I DE�'ICES' SER�T\G �\I�\DI�'IDti?.L D�1E.LLLtiGB «�ater Supph�Fistui•e Gallans Pei•\Iiuute tinits (ZZ`SFL's [GP\I) 1 1 2 2 3 3 -1 4 1 3.> 6 > 7 6 S 6.5 �� 7 3> 3 4�1 9 °Zreatm��:de�-ic=_��pr¢..zdie aeama�nt for co�Fliajce wih Tah:'�e 32.?�1 s7�a:;v:z Table 3_`.4;/-_f.r aoacn�:iox. t'I'xb:'�e:hall ao:oe c;ed fcr ccs:em¢e he;e bibh.ltil�f:ctir f�z.a'e or h}�dia¢t ll S3. (page 3 of 3) TaUle S?.�0-3 CO\Z"ERSIO\OF�Si�'IER SLPPLY FLT?i-RE LtiII'C TO G_�aI.LO\S PEP.\II�T2E Gnllons per�linute �}-��e�� Prednmivateh�FlusL- Predamivateh�FIusL Supph� ometex�h-pe R'nter 'Iauk 7}�pe«'uter Ficture Gosets oi�Sypliau Jet Closets or R-ashdon'u Lnits Lrina6 tirivals 1 — 1 _ — 2 3 — , 4 10 4 = IS 3.5 6 i� 5 7 '_1 6 3 ?� 6.5 9 26 1l7 '_7 fs '_0 35 14 30 -70 ?0 40 46 ?-t SU 51 23 60 :4 32 ;p Sg �c 30 62 38 90 65 41 l0U 68 A' 120 73 d3 110 ?3 53 160 II3 5? 1S0 37 61 _00 9? 6� 250 SO1 75 300 I10 S� 400 126 10: 500 14'_ LS 600 15? 143 700 PO 161 A00 lII3 173 900 197 195 1000 203 '_OS L50 '_40 240 L500 267 ?6? 1750 �94 394 2000 3'_1 3'_1 2'_50 3dH 343 '_500 3?5 375 '_7�0 403 #02 3000 43° 4i'_ �4G00 �2i 5?5 =000 �9i 593 \ore: b-alues uot sper.5ed i¢rhe table m�y be caicuiafedbp iottnpaL�iaa.