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Home My WebLink About0109146-Plumbing (interior)OSHKOSH ON THE WATER ,Job Address 3201 MOCKINGBIRD WAY Contractor HANSON QUALITY PLUMBING CITY OF OSHKOSH PLUMBING PERMIT -APPLICATION AND RECORD Owner HARVEY CUSTOM HOMES LLC Category 410 - Residential-Interior No 109146 Create Date 06/16/2004 Plan Bathtub I Shower 1 Ejector/Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0 Whirlpool 0 Floor Drain I Water Soffner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0 Lavatory 2 LndryTray I Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Toilet 3 LndryStndp I Clothes Wshr 0 Ice Chest 0 FIr/Wst Sink 0 tat Grease Trap 0 Res. Sink 1 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext GreaseTrap 0 Bar Sink 0 Dishwasher 1 Beer Tap 0 SculrySink 0 Wash Ftn 0 RPZ Valve 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 qSFR/New single family of Work Sanitary Sewer Storm Sewer Water Service Size Material Type # Conn. Type 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Valuation $6,600.00 Plan Approval $0.00 Permit Fees $112.00 [] Permit Voided Issued By Parcel Id # Date 07/07/2004 In the performance of this work, I agree to perform ali 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. Fixture Listing Date: September 27, 2004 Name: HANSON Q PLBG Project: NSFR Street: Street: 3201 MOCKINGBIRD WAY 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 2 Hose Bib, 1/2" diameter .00 6.00 6.00 1 Kitchen Sink 1.00 1.00 1.50 1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 1 Water Closet, gravity type flush tank .00 2.00 2.00 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 Public Use Fixtures Hot Cold Total 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 7.50 18.00 21.50 14.9 Gallon per minute demand of the building. Predominatly Flush Tank 48.1 Pressure available for uniform loss. For the table use - 49.0 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 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 2S,5 _ _ .S _ ,7, s WATER DISTRIBUTION DATASHEET Date: September 27, 2004 Name: HANSON Q PLBG Project: NSFR Street: Street: 3201 MOCKINGBIRD WAY City: City: 1. 14.9 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. 1.0 Lb loss from a 15.0 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 6.1 ft per sec. 4b. 2.4 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 5.4 ft per sec. 5. 3.3 Lb loss from a 3 /4in Meter . 6. 48.3 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. 49 Pressure available for uniform loss (psi /100 feet of pipe). B. 48.3 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. 67.5 Ft Developed length from the 45.0 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 09/29/2004 14:53 920 HANSOMS QUALITY PLUM PAGE 01/03 �.� / � "° | - / --- ~- ---^ ----------�� .� v ' - __ - --'__'�_________' �� ___'� ---_-____'' • ---' _-- ^�~f--- � �. ^- - ----------�------ a�� —�~ �� 1 �� J _ �-___~� ~~ ~- _ -___'__-_- ' / � / .---_- - . _ _�m�~,��__'--_--_- ------,----- '--- --�----� '---- ------� �-� �� - - �� ' _-_- , 6 49 / ,______ ' -----'-- ',------'�------' ---' r / I �� ~~~ �~ -' '-_----_�''-----�- � ---- -� --�-' ;r ~ - _ _----_--__•■ • , ` ' _ . ____-_ -_---'_.-_.�_ � ____�� . - ' _-__.� '____-- 09/29/2004 14:53 920 HANSOMS DUALITY PLUM PAGE 02/03 WATER CALCULATION WORKSHEET FOR • WNFOR1AATION REQUIRED TO CALCULATE WRYER SERVICE SIZE 1. Demand d building in gallons per minute. WSFU's f j = (GPM (_ V 2. Difference in elevation from main or external pressure tank to bu Iding control valve. (felt) 3. Shea of the water meter. (When applicable) ' 518' 2 " r 3• _, 4' r 4. Developed length from main or extend pressure.tank to building control valve. (fm 5. Low pressure et main in street or external pressure tank. (P$) 3 CALCULATE WATER SERVICE PRESSURE'LOSS 6. Low pressure at main In street or external pressure tank. (value of # 5 above) • 7. Water service diameter Is 5l` . Material Is /i / . Pressure loss per 100 ft = 4f. S`�pai. X ,S` (decimal of service length. i.e.; 65ft = .65) / (Subtract One 7. from line 6.) subtotal Cr () - . 8. Deterrnire pressure gain or loss due to elevation. (muldply the value of #2 above by .434) value of 9. Available pressure after the bldg. borrirol valve. (Subtract'or add line 8. Enter In "B") subtotal __ _ CALCULATE THE PRESSURE AVAILABLE FOR : NNIFORM LOSS (VALUE OF "Al B. Available after he bldg. control valve. (from '9" above) Value d'6 0-2S C. Pressure lass of water meter (when meter Is requk'ed or Installed) Value of 'C" _ ? . • (subtract line C. from Nee B.) subtotal ..5 • D. 'Pressure at controlling fixture., _' /' � Value of V" 2 (Controtti gfbdure Is �/ ) (Subtract the value of D.) subtotal 1 1 ?, 7Si E. Dffemnce in elevation between the ing control vahre Q end the contolling fixture In feet d _ X .434 psilt. Value of •E" /. , s (Subtract the value of subtotal 4 10. 2 0 F. ' Pressuraiose dune to water treatment devices, instantaneous 'water heats a and baoktlow preventers which serve the • COnU'OltufD fixture. • Value d (Pressure loss due to ) (Subtract the value Of F.) • subtotal life o C G. • . Developed length from building control valve to Controlling C� • fixture in feet L'7 X 1.5 Value of 'G' (Water distrtudon piping material. is (Divide by the value of t3.) subtotal ' Mulch/ by _AL_ A. : Pleasure available for uniform lose "A" = ry el le � b 09/29/2004 14:53 920 WANSONS QUALITY PLUM PAGE 03/03 I s v Ls n. . g i ‘. : : 1- r � ° s .54 th ° I IL •lt 1 iga 11 - .. g§ h i! 9� > g 2 121. 1 ! ii1Rf , 1 wc� co x• 0. g A 4 • i 0 lZ o il gl i 4! i 1 ' ' :'5 I A . I t i . 1.6 ir Ma . Ilviii ga P 11 b 2 . v * . 111 g0 4 -Hiersio 3 g 1 1 ' . V " it € • ilit l i es j i 1 € 122 ^gs issili g c F $ . ' b . v° cur X .1 id d d W �', U W Z . . • 4 p F - . tt 1 g k I P li Z 'a t '- Orli • .,. " e g ti. . 9 i i I h e s t � g E � g ` : $� � ;r 11211 '� w a �E a � li k F 1 i N al ;" 1 a / • � � 5 b 1 . ~ I! t i • • c 1n 0 t0 .l �°a itl 4 • C �• b 0. • �i � �� O. • kaw w: gli ijt: a - 2 w � 1 tk ( h i k t 42'1 sit2tig Ban lia n1 i a 4 1 -I. a more c Pi '' "' el 4 ad 4 to