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HomeMy WebLinkAbout0100699-Plumbing (interior)OSHKOSH ON THE WATER .lob Address 3190 MOCKINGBIRD WAY Contractor WATTERS PLUMBING CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD Owner MARK STANEK Category 410 - Residential-Interior Bathtub 2 Shower 2 Ejector/Grind 0 DipWell 0 F Prep Sink 0 Whirlpool 0 Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0 Lavatory 5 Lndry Tray 1 LocaIWaste 0 Wait. St. 0 Shamp Sink 0 Toilet 4 Lndry Stndp 0 CIothesWshr 1 Ice Chest 0 FIr/Wst Sink 0 Res. Sink 1 Disposal 1 Bidet 0 Exam Sink 0 Catch Basin 0 Bar Sink 0 Dishwasher 1 Beer Tap 0 SculrySink 0 Wash Ftn 0 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 1 No 100699 Create Date 03/07/2003 Plan Gar Drain Soda Disp Coffee Maker Int Grease Trap Ext Grease Trap Use/Nature of Work Valuation Issued By Sanitary Sewer Storm Sewer Water Service Size Material Type # $10,154.00 Plan Approval $0.00 Permit Fees Conn. Type 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 $132.00 Date 04/09/2003 Permit Voided In the performance of this work, I agree to perform all work pursuant to rules governing the described construction. Signature Date Agent/Owner Address 1303 MIDWAY RD, PO BOX 118 MENASHA WI 54952 - 1129 Telephone Number 800-801-8125,733-81 '~From: City of O;1-.kosh lmpectloa Service. Division P OB=x 1130 Oshkosh, WI $4903-I 130 Phone: (920) 236-5050 l:ax: (920) 236-5084 · 04/02/2003 11:42 ~02 P.O01 ©./HKOJ'H Plumbing Permit Application I hereby apply for a perm/t to do ~ ins~l the followin/plumbin$ on the premises hereinafter descn'bed, the work to conform to the Wisconsin S~atc Plumbing Co~, in He p=rfonn~ce of which all panics hereto agree to and are. bound by said stmutes. ® Application(s) and fee(s) can be brought to City Hall, l~oom 205 or mailed to Lnspeotion Services, PO Box 1 I25, Oshkosh WI .64903-1128. Commencing work without permit(s) will resul! m fees being doubled or $100.00 plus thc normal permit fee, which ever is greater. OR If you are a contractor oarticioatin~ in the Permit ,='ee~,v~ount System and have adeauate.-£unds, check here ff ypu want this processed through ~ou-r account ~ ' Owner ? 'Contractor J'-JDuplei r-Jblulfl-Family I'-IR~I~II J-'JCommer¢i~l J--Jlud~strl,,I ~Single Family Number of FiXtures: Bag~mb , ~,- , l,,no'ry Sumil) __ ~t, ~ ......... Sha~ Sink ~irl~t ,,, ~ ~ D~ Wdl __ Ftr~sr Sink Toilet ~ ~m ~ ~ W.i~ St. ..... W~ ~. ~ink J ~a~d Ice Chasl , Bar Sink W~ ~r ~ Sink GAr ~s ~ Elec~ ~ ~vnt m~ ws~ ~ m.d sm~ coif. S~r ~ ~et g ~ Sink , , , ~ Tap S~ Sink Site'~n Pl~ttr Sink Electric Contractor Use / Natnre of Work . Size Ma~-rial TYI~' # Corm. Typ~ Sanitary Sewer See= Scwc'r ........ ' .................. Y ........................................ ?'": ............................. Water Service Plumbing Permit W.xk Card Jo b Ad 3190 MOCKINGBIRD WAY Permit Number 100699 Create Date 03/07/2003 Own er MARK ST AN EK Contractor WAITERS PLUMBING 4 egory 410 - Residential - Interior Plan Value $10,154.00 ..athtub / 2 Shower / / 2 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0 Whirlpool 0 Floor Drain J 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0 Lavatory A/ /5 Lndry Tray / 1 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Toilet n' 4 Lndry Stndp 0 Clothes Wshr f 1 Ice Chest 0 FIr/Wst Sink 0 Int Grease Trap 0 Res. Sink / 1 Disposal 1 1 Bidet 0 Exam Sink 0 Catch Basin 0 Ext Grease Trap 0 Bar Sink 0 Dishwasher 1 1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0 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 1 1 Use /Nature NSFR 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 Date Type / Inspector Date/Time requested: Notice Type: Telephone Number: Access: Ready Date/Time: Requested By: 0 Reinspect Fee 0 Fee Waived ❑ Reinspect Fee Paid Fixture Listing Date: June 20, 2003 Name: WATTERS PLBG Project: NSFR Street: Street: 3190 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 Lavatory .50 .50 1.00 2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00 2 Shower Stall, lavatory and water closet FT - group 3.00 6.00 7.00 Public Use Fixtures Hot Cold Total 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 11.50 23.00 28.00 18.8 Gallon per minute demand of the building. Predominatly Flush Tank 42.3 Pressure available for uniform Loss. For the table use - 43.0 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 3L ` 3 1 - 3i a WATER DISTRIBUTION DATASHEET Date: June 20, 2003 Name: WAITERS PLBG Project: NSFR Street: Street: 3190 MOCKINGBIRD WAY City: City: 1. 18.8 Gallon per minute buiding demand, predominatly Flush Tank. 2. 63.0 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. 1.5 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 7.8 ft per sec. 4b. 4.0 Lb loss from a 40.0 ft 1" Copper Tube Type K ASTM B88 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 150 , inside diameter of .995 and a velocity of 7.8 ft per sec. 5. 5.3 Lb loss from a 3 /4in Meter . 6. 52.2 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. 43 Pressure available for uniform loss (psi/100 feet of pipe). B. 52.2 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. SHWR - MASTER BATH D. 10.0 Lb loss resulting from a 23.0 ft difference in elevation from the Water Meter to the controlling fixture. E. .0 Lb pressure loss due to a serving the controlling fixture. F. 52.5 Ft Developed length from the 35.0 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 From: 06/20/2003 08:24 #025 P.003 Fixture Listing Date: June 20. 2003 Name: WATTERS PLUMBING Project: DRAMATIC DESIGN Street: Street: 3190 MOCKINGBIRD City: City: O5H Non Public Use Fixtures Hot Cold Total 1 Automatic Clothes Washer 1.00 1.00 1.50 I Dishwashing Machine 1.00 .00 1.00 2 liose Bib. I!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 Lavatory .50 .50 1.00 1 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 1 Ice Maker .00 .50 .50 Total Water Supply Fixture Units 9.50 19.50 24.00 16.4 Gallon per minute demand of the building. Predominatly Flush Tank 44.6 Pressure available for uniform loss. For the table use - 45.0 Maxima Allowable Toad 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 1. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 Value otC 130 130 130 130 130 130 130 130 130 130 • Velocity in R per sec, 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 6.5 0 12.5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833 Maximum FT WSFU 8 0 17,5 34 60 110 270 480 776 1833 • From: 06/20/2003 08:23 #025 P.002 WATER DISTRIBUTION DATASHEET Dare: June 20. 2003 Name: WATTERS PLUMBING Project: DRAMATIC DESIGN Street: Street: 3190 MOCKINGBIRD City; City: OSHKOSH 1. 16.4 Gallon per minute holding demand. predominetly Flush Tank. 2. 63.0 Low pressure at the Main in Street. 3. .0 Lb loss from a .0 tt difference in elevation ttom Main in Street to the Water Meter. 4a. 1.5 Lb loss from a 15.0 ft 1" Copper Tube Type K ASTM R88 water service ftom the Main in Street to the curb stop. Pressure loss detemined using a C value of 130. inside diameter of .995 and a velocity of 6.8 ft per sec. 4b. 4.1 Lb loss from a 40.0 ft 1" Copper 'Tube Type K ASTM 8811 water service from the curb stop to the Water Meter. Pressure loss detemincd using a C value of 130. inside diameter of .995 and a velocity of 6.8 ft per sec. 5. 4.0 Lb Toss from a 3/41n Meter . 6. 53.4 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 r A. 45 Pressure available for uniform loss (psi/100 feet of pipe). B. 53.4 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. T/S VALVE D. 10.0 Lb loss resulting from a �.o ft difference in elevation from the Water Meter to the controlling fixture. E. .0 Lb pressure loss due to a NONE serving the controlling fixture. F. 52.5 Ft Developed length tlrom the 35.0 It actual length of piping from the Water Meter to the controlling fixture. Maximal 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 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 6.5 0 123 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4.5 ,7 16 38 144 369 731 1833 Maximum FT WSFU 8 0. • 17.5 34 60 110 270 480 776 1833 •