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Home My WebLink About2001-Plumbing �/°� CITY OF OSHKOSH Na s�a�e � OSHKOSN PLUMBING PERMIT - APPLICATION AND RECORD ON THE WATER � � Job Address 3850 WOOD DUCK CT Owner Create�ate 10/24/2001 Contractor LARRY HANSEN PLBG Category 410-Residential-Interior Plan Bathtub 1 Shower 2 EjectodGrind Dip Well F Prep Sink Gar Drein 1 Whirlpool Floor Drain 1 Water Sokner Drink Ftn Sery Sink Soda Disp Lavatory 6 LndryTray Local Waste Wait.St. Shamp Sink Coffee Maker Toilet 4 Lndry Stndp Clothes Wshr 1 Ice Chest Flr/Wst 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 i . of Work � NSFR ' I Size Material Type # Conn.Type Sanitary Sewer Storm Sewer Water Service �� Valuation $10,000.00 Plan Approval 50.00 Permit Fees $126.00 Issued By K� Date 11/20/2001 [,I PermitVoided '�. In the performance of this work, I agree to pertorm all work pursuant to rules governing the described construction. Signature Date AgentlOwner Address N-1044 TOWER VIEW DR GREENVILLE WI 54942 -8683 Telephone Number (C)851-6863 . , , • Plumbing Permit Work Card Job Address 3850 WOOD DUCK CT Permit Number 0 �;" � �� Create Date 10/24/2001 owner Contractor ,< f//�Q y��(�€�..�/ � L.r- �gory 410-Residential-Interior Plan Value ��60a,fiU �B�Op tsathtub i Shower �2- EjectodGrind Dip Well F Prep Sink Gar Drain � Whirlpool �_ Fioor Drain � Water Softner Drink Ftn Sery Sink Soda Disp Lavatory I i -f-(q Lndry Tray J Local Waste Wait.St. Shamp Sink Coffee Maker Toilet � //L� Lndry Stndp � 1 Clothes Wshr Ice Chest Flr/Wst Sink Int Grease Trap Res.Sink � ) Disposal � j Bidet Exam Sink Catch Basin Ext Grease Trep Bar Sink � Dishwasher � % Beer Tap Sculry Sink Wash Ftn Water Heater I � Sump Pump � � 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 i Size Material Type # Conn.Type , • � � �� l' , � . SanitarySewer ,�.: - : f . , '��.' ,_ / � J , � ._ - ._ . ,. . f (�� ` I � � �� ' ��.. r i.�� C; 4� L.,1�� c �- Y- Storm Sewer . • ) � �� ; �-� � L� 1� � 1 I L� ( a `�,��,� 't � --- ', , . . � �-, �,� -_�- •l �` rJ� , �--� d � �/, WaterService � , 2. � � - � �� I i . Date 00/00/0000 Type Inspector Approved ��a � � � � ' � �( V - ��_ � � c� � � �� ` �' � � �� .r� �� P� ��s.�J l — ��1, .� `'�� ,�; �--� � �� Plumbing Permit Work Card ' Job Address� 3850 WOOD DUCK CT -� Permit Number 91418 Create Date 10/24/2001 ��, Owner Contractor LARRY HANSEN PLBG �� egory 410-Residential-Interior Plan Value $10,000.00 ' ' .:htub 1 Shower 2 EjectodGrind 0 Dip Well 0 F Prep Sink 0 Gar Drain 1 Whirlpool 0 Floor Drain 1 Water Sokner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0 Lavatory 6 Lndry Tray 0 Local Waste 0 Wait.St. 0 Shamp Sink 0 Coffee Maker 0 Toilet 4 Lndry Stndp 0 Clothes Wshr 1 Ice Chest 0 FIr/Wst Sink 0 Int Grease Trap 0 . Res.Sink 1 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0 ' Bar Sink 0 Dishwasher 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0 �I Water Heater 1 Sump Pump 1 Dent.Oper. 0 Hand Sink 0 Urinal 0 � Site Drain 0 Classrm Sink 0 Lab Sink 0 Plaster Sink 0 Standp Rec 0 Roof Drain 0 Breakrm Sink 0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0 Use/Nature �--�—---��- �---� �� __.__- _. .._.- - __ _ ... __. ___-__ ___. -___-.___ _-__--___ . of Work � NSFR Size Material Type # Conn.Type Sanitary Sewer p 0 0 0 0 Storm Sewer p 0 0 0 0 Water Service p 0 0 0 0 Date Type Final Inspector W� (Chip)Callies . . _ __ . . .____.------ .. ___ FAXEDREQUEST � � �� Date/Time requested: 4/29/02 0724 AM Notice Type: Telephone Number: 757-6863 Access: ------ -------- -- ._--- -- - -—---. �_._.----- I �Ready Date/Time: 4/30/02 00:00 PM Requested By: LARRY HANSEN PLBG � Reinspect Fee � Fee Waived ❑ Reinspect Fee Paid "_"'__'___""""""'_""'___'___"'___""'_"""""""""""'_____________________'__'_______ e 04/29/2002 16:01 9207575607 HANSEN PLUMBING INC PAGE 02 , ' �I� �� n's . � P n'� WATER CALCULATION WORK$EET FOR •3-�� V Ll10il CX ,�4'c/� �T` ' ', wwe ar vno�ecr - � INFORMATION REQUIRED TO O�CULATE WATER SERVICE S¢E 1. Demand of building In buiiding in gallons per mfnute. WSFU's 3 r = (GPM)_ a� 2. DiHerence In eleva6on Bom main or extemal pressure tank to building eontrol vaive. (feet) /.3 3. Size oTwater meter(when meter is required) 5/8'_, 3/4'�1'�, 1-1/2"_,, 2'_, larger size 4. Developed kngth irom main or e�ctemal pressure lank to building control valve. (feet) li 5. Low pressure 8t main in street or e7ctemal pressure tank. (ps�y ,;�� CALCULATE WATER SERVICE PRESSURE�.OSS 6. Low pressura at main in street or extemal p�essure Wnk. (value of#5 above) �� 7. Detertnine prassure loss due lo triclion in�inch diameter watEr scrvice. /� Subtract value of'7' __L-s (Water servlce piping material is �'o�I '� ��iY R) subtotal �"�O _ e. Oetertnlne pressura loss due lo elevatio�, (multiply ihe value of#2 above by .�34) ' SubVact value of'8'__� 9. Available pressure atler the bldg. control valve. (enter in'B'betow) su6total °�0 CAICULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS(VAIUE OF"A") ' ' � B. Avallable pressure a(ler the bldg. control valve. (from•9'above) Value of'8' y� C. Pressure Ioss of water meter(when meter is required) Subtract value of'C' o�• Jr subtotal 3� 5 D. Pressure at cantroping fiMure, Subtnct value o('D" a� (Controlling ffxture is dZ� ) sublotal � E. Difterence in elevaUon between the buiWing wntrol valve and Ihe conUolNng fixture in feel1�X .434 psVlt. 5ubtnct value of'E' 7�/ r�a" su6total �� 9 F. Presauro loss due lo water freatment devfces, Instantaneaus water heakrs and backibw preventers which serve the confrolling fature. Subtract value of'F' � (Pressure loss due to 1 , subtOtal. �, �9 G. Devebped knplh hom building conlrol walve W confrolli� fixtun M feet�ZX 1.5 blvlds by va�ue o!'G� � (Water dlstAbutlon plping material Is c'° r 7" � � subfcfal .07 0/� �Q.�—�K�. Multlpfy Dy . 100 �A. Pressure avalable tcr unitortn loss , �•q^ � a�, /� seo am�e,ua� � Fixture Listing • . . Date:April 29,2002 � Name: LARRY HANSEN PLUMBING Project:NSFR Street: Street: 3850 WOOD DUCK CT City: City: Non Public Use Fixtures � -� (� '��. �� . . ' Hot � Cold � Total � 1 Automatic Clothes Washer I.00 L00 1.50 1 Bathtub,with or without shower head I.50 1.50 2.00 I Dishwashing Machine 1.00 .00 I.00 3 ' .�2� Hose Bib, 1/2"diameter .00 6.00 6.00 � 1 Kitchen Sink 1.00 1.00 I.50 1 Laundry Tray, 1 or 2 comparhnent 1.00 1.00 1.50 3 Lavatory 1.50 1.50 3.00 1 Water Closet,gravity type flush tank .00 2.00 2.00 I Bathtub,Iavatory and water closet-FT group 2.00 3.50 4.00 2 Shower Stall,Ilvarory and water doset FT-group 3.00 6.00 7.00 Public Use Fixtures Hot Cold Total 1 Ice Maker .00 .50 .50 � `�-?- Wall Hydrant,3/4"diameter hot and cold mix 3.00 3.00 4.00 3 � Total Water Supply Fixture Units �26'- 17-07 -34-Pp� ' ,, � � �,� � � � 21.6 Gallon per minute demand of the building. Predominatly Flush Tank � � r� 23.1 Pressure available for uniform loss.For the table use-24.0 �� n� I /� Maximun Allowable load tor Copper Tube Type M, ASTM BSS / e ✓ � I Nominal Size 1/2 5/8 3/4 I 1 1/4 1 1/2 2 2 1/2 3 4 Actual I.D. S69 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3935 � ValueofC 150 150 150 l50 150 I50 150 150 ]50 150 Velocity in fr per sec. 8 8 8 8 8 8 8 8 8 8 I � � 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 ll2 270 484 776 1835 � � �� I ```,l�`� / �� I'I \ �/ ' � ° , � � I . �� . �' WATER DISTRIBUTION DATASHEET � • , Date: April 29,2002 � Name: LARRY HANSEN PLUMBING Project:NSFR Street Street: 3850 WOOD DUCK CT City: City: 1. 21.6 Gallon per minute buiding demand,predominatly Flush Tank. 2. 55.0 Low pressure at the Main in Street. 3. .0 Lb loss from a A ft difference in elevation from Main in Street to the Water Meter. 4a. 2.5 Lb loss from a 15A ft 1" Copper Tube Type K ASTM B88 water service from the Main in Street to the wrb stop. Pressure loss detemined using a C value of 130,inside diameter of.995 and a velocity of 8.9 ft per sec. 4b. 109 Lb loss from a 65A ft 1" Copper Tube Type K ASTM B88 water service from the wrb stop to the Water Meter. Pressure loss detemined using a C value of 130,inside diameter of.995 and a velocity of 89 ft per sec. 5. 2.6 Lb loss from a lin Me[er 6. 38.9 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. 24 Pressure available for uniform loss(psi/100 feet of pipe). � B. 38.9 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. PRSR BLNC SHWR VALVE-MASTER BATH D. 7.8 Lb loss resulting from a 18.0 ft difference in elevation from the Water Meter to the controlling fixture. E. A Lb pressure loss due to a WTR SFNR serving the controlling fixture. F. 48.0 Ft Developed length from the 32A ft actual length of piping from Ihe Water Meter to the wntmlling fixture. Macimun 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 .81 I 1.055 1.291 1.527 2.009 2.495 2.981 3.935 '�� Value of C 150 150 (50 150 150 150 150 150 l50 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 �' Marzimum FM WSFU 0 0 4.5 7 17 39 l44 374 731 1835 Maximum FT WSFU 7.5 0 18 34 62 I 12 270 484 776 1835 e I Fixture Listing . , Date: April 29,2002 � Name: LARRY HANSEN PLUMBING Project:NSFR Street: Street 3850 WOOD DUCK CT City: Ciry: Non Public Use Fixtures Hot Cold Total I Automatic Clothes Washer 1.00 1.00 1.50 1 Bathmb,with or without shower head 1.50 1.50 2.00 1 Dishwashing Machine ].00 .00 1.00 2 Hose Bib, 1/2"diameter .00 6.00 6.00 1 Kitchen Sink 1.00 I.00 1.50 1 Laundry Tray, 1 or 2 compartment 1.00 1.00 I.50 3 Lavatory 1.50 1.50 3.00 1 Water Closet,gravity type Flush tank .00 2.00 2.00 I Bathtub,lavatory and water closet-FT group 2.00 3.50 4.00 2 Shower Stall,lavatory and water closet FT-group 3.00 6.00 7.00 Public Use Fixtures Hot Cold Total I Ice Maker .00 .50 .50 • I Wall Hydrant,3/4"diameter hot and cold mix 3.00 3.00 4.00 Total Water Supply Fixmre Units 15.00 27.00 34.00 21.6 Gallon per minute demand of the building. Predominatly Flush Tank 23.1 Pressure available for uniform loss.For the table use-24.0 �.. Maximun Allowable load for Crosslinked Polyethylene(Pex)Tubing ASTM FS76 Nominal Size 1/2 5/8 3/4 I I V4 1 U2 2 2 1/2 3 4 �� Acwal I.D. .485 .584 .681 .575 L069 L263 1.653 0 0 0 �� Value of C 150 150 150 I50 150 I50 150 I50 150 li0 ��' Velocity in ft per sec. 8 8 8 8 8 8 8 $ g g Maximum Gpm 4.5 6.5 9 15 22 3l 53 0 0 0 MaximumFM WSFU 0 0 0 5 7 IS 58 0 0 0 MaximumFTWSFU 5 8 11.5 21.5 35 58 142 0 0 0 • WATER DISTRIBUTION DATASHEET • . Date: April 29,2002 e Name: LARRY HANSEN PLUMBING Project:NSFR Street: Streer. 3850 WOOD DUCK CT City: City: 1. 21.6 Gallon per minute buiding demand,predominatly Flush Tank. 2. 55.0 Low pressure at the Main in Street. 3. .0 Lb loss from a A ft difference in elevation from Main in Street to the Water Meter. 4a. 2.5 Lb loss from a 15.0 ft 1" Copper Tube Type K ASTM B88 water service from the Main in Street to the curb stop. Pressure loss detemined using a C value of I 30,inside diameter of.995 and a velocity of 8.9 ft per sec. 4b. 109 Lb loss from a 65.0 ft 1" Copper Tube Type K ASTM B88 water service fmm the curb stop to the Water Meter. Pressure loss detemined using a C value of 130,inside diameter of.995 and a velocity of 89 ft per sec. 5. 2.6 Lb loss from a lin Meter 6. 389 Lbs of pressure available at the Water Metec 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 ]00 F �A. 24 Pressure availabte for unifortn loss(psi/100 feet of pipe). B. 38.9 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture.PRSR BLNC SHWR VALVE-MASTER BATH D. 7.8 L6 loss resulting from a 18A ft difference in elevation from the Water Meter[o the controlling fixture. E. A Lb pressure loss due ro a WTR SFNR serving the controlling fixture. F. 45.0 F[Developed length from the 32.0 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 1/4 I 1/2 2 2 1/2 3 4 Actual L D. .485 .SS4 .681 .875 1.069 1.263 1.653 0 0 0 Value of C I50 I50 150 150 l50 150 l50 150 150 I50 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 4.5 6.5 9 15 22 31 53 0 0 0 Ma�cimumFMWSFU 0 0 0 5 7 15 58 0 0 0 Maximum FT WSFU 5 8 11.5 21.5 35 58 142 0 0 0 e