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HomeMy WebLinkAbout0100097-Plumbing (interior)OSHKOSH ON THE WATER ,Job Address 2315 SHORE PRESERVE DR Contractor COMPLETE PLUMBING INC CITY OF OSHKOSH PLUMBING PERMIT - APPLICATION AND RECORD Owner MARK O FASEL CUSTOM BUILT H Category 410 - Residential-Interior Bathtub 2 Shower 1 Ejector/Grind 0 DipWell 0 F Prep Sink 0 Whirlpool 1 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 100097 Create Date 01/14/2003 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 # $9,525.00 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 03/06/2003 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 1197 RACINE ST MENASHA WI 54952 - 0000 Telephone Number 920-720-5390 MAR-6-2005 12:SIP FROM: city of O~hkos~ in~p~uo~ Services Divi~i~ P 0 Box 1130 ~, WI 54~3-1 ] 30 Pho~: (920) ~36-~50 F~: (920) 23&50~ TO:19E02365~4 P:I/1 Plumbing Permit Application ! hrmby upply ~ a p~t to do and i~taH Tl'a~ following p~ un ~ ~s ~ d~ri~ ~ ~k ~ c~ to W~c~in Su~ Piing C~c, ~ ~ ~ncc or' wt~ch ~l p~ h~ a~ ~ ~ ~ ~ by said s~mtes. · ~pJica~(s) ~ t~s) em ~ ~u~t to Ci~ Hall, Ro~ 205 ~ ~il~ to ~~ S~t~s, PO Box 1128, Os~sh ~ $~-1128. Co~cin:g ~ ~tho~ ~R.s) ~11 m~t m f~s be~ doubled m $100.00 plm no~! ~t fac, wMch ev~ is ~, OR ~0~ Ota a ~ontractor ~articfpatiae la t~6 Permit Fee ~ccoun.t ~vytem and have adeauate funds, ch.~Cj. 1[ vo~ wani'thi,~ oroce~ed't'~r~u~h your gcco~nt ~ ~ner ~ ~ ~~- - Contractor (~~ ~~ ~-~. ~~ ~e Felly ~Duplex ~ulg-Faml~ ~Ren~ ~Com~al ~l. ndust~ai Number of Fixtures: il~flhtub ._.~..,, _ LMry StarJp Dent Op~.. Sh~mp Sink W~I / .... ~i _J,.~ Dip Wall ......... F'b/Wst Sink Toil~ ~ Somp Pu~ ~ wait. N,t. ~ W~ ~ w~ ~,~ ~.1 . ~ ~ w~ ~ ~.~ ~.k s~ ~ 0 ~s ~ ~v~vm O~ w~ ~ ~ Sink Coff~ ~' ~ Troy ] ~Ja~ Rink .... Im f~e'l'~ ~ i ab Smk ~r~ ~nk ~ Ext G~ T~ S~dp R~ ~ Sink .... B~ Si~ S~11~ .... Electric Contractor OR [~lectrlc Installation VerificatiOn form alta:bed (~ I~pla~n,~t) Use I Nature of Work ..... , ....... # ' Snmury S~wcr Stort~ Sew~ Water Set. ce Plumbing Permit Work Card Job Address 2315 SHORE PRESERVE DR Permit Number 100097 Create Date 01/14/2003 Owner MARK 0 FASEL CUSTOM BUILT H Contractor COMPLETE PLUMBING INC gory 410 - Residential- Interior Plan Value $9,525.00 Bathtub // 2 Shower / 1 Ejector /Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0 Whirlpool 1 1 Floor Drain ( 1 Water Softner 0 Drink Ftn 0 Sery Sink 0 Soda Disp 0 Lavatory /1145 Lndry Tray 1 1 Local Waste 0 Wait. St. 0 Shamp Sink 0 Coffee Maker 0 Toilet / / / 1 4 Lndry Stndp 0 Clothes Wshr f 1 Ice Chest 0 Fir/Wst Sink 0 Int Grease Trap 0 T Res. Sink 1 1 Disposal r 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 1 Sump Pump 1 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 11 Use /Nature NSFR of Work Size Material Type # Conn.Type Sanitary Sewer 0 0 `'- 3 ( 7 c)__- o 1 0 K\ 3 // .,1-" Storm Sewer 0 0 , 0 ' o - ‘27s- 0 Water Service 0 -C (11" 0 0 0 0 Date Type Underground Inspector WJ (Chip) Callies REQUEST LINE. �Oi f FO 6 A 7 ' TC' Date/Time requested: 3/6/03 11:18 AM Notice Type: Telephone Number: 920 - 720 -5390 Access: There should be someone there. Ready Date/Time: 3/6/03 11:18 AM Requested By: COMPLETE PLUMBING INC - Pat O Reinspect Fee O Fee Waived 111 Reinspect Fee Paid V ) R 4 K S- 1)4-7,-ti F ci I e ' CJs . /4 - e ik - - - , o_...., APR -24 -2003 12:BBP FROP1: TO: 192023650134 P:3'3 1 BO $M '5.S (.) 1 86 d I sa 1 4• i 6G ��13 s� s # a , D3) S Slna a 6 k 5 Osit zvs 0 c '1,5 C , 0 IA 1•S I. 1 w c. , � •` E' V !Mat. 6 V!".‘ RPR -24 -2003 12:08P FROM: TO:19202365084 P:1 /3 a3 6 Shoes. 012- 015 14 -e WATER CALCULATION WORKSHEET Information needed for water service sizing t � 1. i'1 Demand of building in gallant per' minute. 2. 55 _ Low pressure at main in street (or at external pressure tank). 3. y _ Difference in elevation from main to meter (or external pressure tank to building control valve). it 4. '/ , Size of water meter (it • S. /0 Developed length 6+om nimbi to MOOT (err onernal pmssue tank to building control valve). Your must first find the available pressure after the water meter (et at building control valve). To obtain this pressure. you must:. 6. 1'r Find pressure lot due w frictioe in -inch diameter water service. � Q , r / 0 ? 10 7. 7._� 3 Find pressure loss due to elevation, main to meter (or external pressure tank to building control valve). GG Multiply with difference in elevation by .434 psi /ft. 8• = Find pressure loss due to meter (from manufacturer or AWWA). 9. 3(•57 Subtract the toss due to friction (step 6), Toss due to elevation (step 7), and loss due to meter (step 8) from the low main pressure (or low pressure at external pressure tank (step :), This calculation is the available pressure after the water meter (or at the building control valve). This answer is entered in Line B below. Information needed for water distribution sizing Using the following formula. find the pressure available for uniform to (psi /100 feet of pipe). 1O D +E) A - F X 100 WHERE: A . 1 ♦ Pressure available for uniform Ions (pai/100 feet of pipe). B. 3 _ 6 y / Available pressure after water meter (at the building control valve or low pressure at internal pressure tank) (see stop 9 above). C. _ ao Pressure needed at controlling 5tmtee. D. 6r.) Difference in elevation between water meter (building control valve or internal pressure tank) and controlling fixture to feet 1 'i x .434 psi/IL E. 0 Pressure loss due to water softeners, water ueatmatt devices. instantaneous water heaters and backttow prcventen which serve the cannoning fixture, Conventional water heaters usually do net have a pressure loss, F. ( _ C Developed length from water meter (building eanttol valve or internal measure tank) to controlling fixture in feet x13. With pressure available for uniform loss. go to applicable table for distribution sizing. WATER DISTRIBUTION DATASHEET Date: April 24, 2003 Name: COMPLETE PLBG Project: NSFR Street: Street: 2315 SHORE PRESERVE DR City: City: 1. 19.7 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. 2.1 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 130 , inside diameter of .995 and a velocity of 8.1 ft per sec. 4b. 9.8 Lb loss from a 90.0 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 8.1 ft per sec. 5. 5.8 Lb loss from a 3/4111 Meter . 6. 37.2 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. 19 Pressure available for uniform loss (psi/100 feet of pipe). B. 37.2 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. SHOWER VALVE- MASTER BATHRM D. 6.1 Lb loss resulting from a 14.0 ft difference in elevation from the Water Meter to the controlling fixture. E. .0 Lb pressure loss due to a WTR SFNR serving the controlling fixture. F. 60.0 Ft Developed length from the 40.0 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 0 18 34 62 112 270 484 776 1835 Fixture Listing Date: April 24, 2003 Name: COMPLETE PLBG Project: NSFR Street: Street: 2315 SHORE PRESERVE DR City: City: Non Public Use Fixtures Hot Cold Total 1 Automatic Clothes Washer 1.00 1.00 1.50 1 Bathtub, with or without shower head 1.50 1.50 2.00 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 2 Lavatory 1.00 1.00 2.00 1 Water Closet, gravity type flush tank .00 2.00 2.00 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 I Total Water Supply Fixture Units 12.00 24.00 29.50 19.7 Gallon per minute demand of the building. Predominatly Flush Tank 18.6 Pressure available for uniform loss. For the table use - 19.0 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 0 18. 34 62 112 270 484 776 1835 n f 34 9 /- 2 3 ,S 1o,