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HomeMy WebLinkAboutPlumbing W2-228-1206-P . 1!' ~ OJHKOJH City of Oshkosh Inspection Services 215 Church Ave., PO Box 1130 Oshkosh, WI 54902-1130 (920) 236-5052 (920) 236-5184 FAX .. , ON THE WATER December 28, 2006 A.G. Mechanical, LLC. 1820 Marathon Ave. Neenah, WI 54956 Ref: Plumbing Plan Approval: Interior Plumbing 3530 Omni Dr., Oshkosh, WI Plan 10# W2-228-1206-P Dear Sirs, Examination of the plumbing plans and specifications for this project has been completed. In accord with Chapter 145, Wisconsin Statute, and COMM 81 through 85, Wisconsin Administrative Code, the plumbing plans and specifications are approved contingent upon compliance with the stipulation(s) noted below. 1. Plan review submitted covers interior plumbing only. A separate review is required for exterior building sanitary sewer and exterior water service. Exterior review shall be accompanied by a letter-indicating conformance of ch. NR 121, areawide water quality management plan. COMM 82.20(4) 2. A horizontal branch drain may not connect downstream from the base fitting of a drain stack 2" or larger in diameter within the distance equal to 10 pipe diameters of the drain to which the horizontal branch drain connects. COMM 82.30(7) 3. Garage catch basins design and installation shall conform to COMM 82.34(4)2. 4. Sanitary venting system shall terminate by an approved method indicated per COMM 82.31(16). 5. The sizing of the water supply system shall be based on the empirical method and limitations outlined in this subsection or on a detailed engineering analysis acceptable to the department. Field verification of available pressure at the water service shall be required. COMM 82.40(7) 6. Water heaters shall be equipped with safety devices as specified per COMM 82.40(5)(d). The discharge pipe shall be installed to drain by gravity flow to a floor served by a floor drain or to an approved receptor. The discharge pipe shall terminate within the same room or enclosure within which the water heater is located. 7. Elevator drain and sump shall comply with COMM 82.33(9)(f). In the event installation of this plumbing system has not commenced within two years from this date, this approval shall become void. A new application accompanied by full examination fees shall be filed and an updated approval received before work may commence. In granting this approval, the City of Oshkosh or its representative does not hold itself liable for any defects in plans or specifications, plan omissions, examination oversight, construction or any damage that may result in or after installation. The City of Oshkosh reserves the right to order changes or additions should conditions arise making this necessary. .,. .. It shall be necessary for the installing plumber to obtain a plumbing permit from the City of Oshkosh before proceeding with actual installation of this plumbing system or any of its parts. Respectfully, Paul Wolf, Plumbing Inspector .,<>. OSHKOSH ON THE WATER Oshkosh Plan Approval Form Job Address 3530 OMNI DR Approval Number 1870 Approval Type Plumbing Submitter's Name A.G. Mechanical, INC-Andrew Gross Address 1820 MARATHON AVE NEENAH WI 54956 Plan W2-228-1206-P Owner Name OMNI GLASS & PAINT INC Address 2010 DICKINSON OSHKOSH WI 54904 o Type of Plan Interior Plumbing Plan Review For Omni Glass Fee $400.00 Date Received 12/28/2006 Date Approved 12/28/2006 RightFAX 3/30/2006 I:ZY PAU~ LT' fi.&.l:;U &.X-nA ~ .. ~/ APPLICAnON FOR PLUMBING REVIEW ANDCROSSCONNECTIONASSEMBL Y REGtsTRATtON GENERAL PLUMBING ..complete all pages- Safety & Buildiilgs Division NOn:: Personal i'lbmaJion you provide may be used for sec:ondaIy Bureau of Integrated SefVIces purposes(Prinlr.y Law s.15.o4(1)(m), Slats.] This form may be Uilized for fax appointments. rndf<<*e dare pfanswilf be in OfI'"office: 1 2 / 2 7 / 06 Cln:ho yo.... choh:. of omc.: ~N..t ..vallable appt In any olliee 2. Green Say 3. Hayvnni 4. I.aC"'.... 6. Madlson 8. SIt_a 1. Waukesha EMlliISchedullnllPlllnSchedul mmerce.stlte.wi.us ToIlfreefUnumber(811)84lJ.8172 0 & t\ "'-oS ~ i \IV \ 1. Complete for .....di,med appcintmentS*: Transactlon 10; L ,j d.. - ~ - /).(J ~ - p For next available appoilltment, plan status checks, see our websle at hlp:J1wNw.Cf1IfImerca.stal'e.v.t.usISBISB- OivRe\liewStaJusSearch.hmU. PrevIouS Related Trans, 10; AssIgned R~ AssIgnecI 0Illce: Review Slllll 0IIte': 'PIaDs mISt be llIC8iYed In 1he 0I'ftce of tile appolnln81t _1aIilI' tIIan 2 WWfdnq days lMlOnt tile eonlIrmed appGinb_d. 2. Project Inf'onnation-FiII in all known information Projec:llSleName Omni Glas.s& Paint Number & Sir Hwy 4 1 and 45 County Winneba 0 ~CiIy () Vilage ()Townof Oshkosh, WI 3. Mailing Information .:Ir eaR custome~. 3 (circle number)' "ReJers to customer fisted below After pt_ are reviewed. please: (cheek aI that apply) _Mail P/lI1S to aJ1Sl:omer 1. 2. S. (cVckI number:)' J< Requesting party will pick up. ~.....~ 0-"",q'.'3(':', 4. Complete the fdIatling customer Information in the boxes below. I>afpla- W........cIoD ~ 1) (Pa-a................-pIaD) Gross Andrew n ?10S?1 Fir.tName La>tlhlne CanmercecumnerN_er A.G. Mechanical, LLC C<<npony Name 1820 Marathon Avenue OIber,P_~ l.Cu-"3>. FUstName LastName Commerce CullanEr NumbEr Canpany Nome Address Address Neenah, WI City stale 54956 Zip +4 ~ digits) Cily stale Zip +4 (9 digis) 920-751-0884 920 886 1384 (Area Code) Phone NURt>er Fax N1unber agmecholmg@aol.com email address (A.... Code) Plme Nimber l'alt Numb... emaiI address Haveyou _plans inlbe_ yeM! ( ) y"" (!ORa O"""laI'..-... (~... 2) Make dIeCks payable to Dept. of Cemmeree, AUaeh c:heck here. Fil'!1Name La5lName Cc:mon<rceCustcmerNilmber Omni Glass & Paint Canpany Name 2010 Dickenson Avenue Addtess Oshkosh, WI City SI8le z.ip +4 ~ digits) 920-233-3333 (Area Code) Phone NURt>er Fa NUmber T etal amount due (F1'QIIl Page 3) s t.tOO.. 00 Minimum Fee S60.00 R_ueCede 7657 ""';1 address TBlS FORM IS VALID THROUGH MARCH 2006 SBO-6154 (1<. 0812005J 1 R.l.)!;U Lr I\A ~J~VJ~VUO .l.:~1 ~AU~ ~/{ tf.l.gn-c.f AA -: SUBMIT ADDITIONAL PAGE Z {I'OR EACH NON-lDENnCAL BUILDING OR TENANT SPACK I ~~~ ~~~~=k:::,.-=~~;; .~~";~JI: _~,g..~~:' :"--i',;~~~_-'$.,~:;~~;; I _____-"'"-~~~, .~ ..".. .. . '.=. ..... . .'-= ."-'- .'- . . ~.,;;z=---, () New () Addition! AlteraIion () Revision to PnMousIy Approved plan where approved consttUction has not been completed ( ) Sfmcture is greater 01" . to J. stories in height () Project is ApaIlmcntfCondo ooly () Healthcafe Relaled FaciliLy ( ) Multiple identical buildings Number ofideatial buildings be' submitted (NOTE: Mug. be on same site) IllIleate enant on for Eaeb IIdwTenant AttaCbAdllOonal IfN BuildklglFacIIy NameIDeslgnallDn PnMaus Tenant Name BulldIngIFaclllly AcldnIss Indlcate the totaJ ~ orlntedor fixtures, includlng roof drains and hose bibs being submitted fartllis bUll ., ( ) GreBSe Inlercepta- ) Garage Catch Basin Number orGrease Inten:eptors... -" $70.00, no addiional fee if sWmiIted wi1h San Drain & Vent Number of Garage Catch Basins...-->c $70.00, no additional fee ifsubmiUedwlll . DIllin & Vent Number of 0iI1ntela!(ltors...-->c $10.00, no addiliClnaJ fee if submilIed with S' Drain & Vent Number orear Wasfllnterteptors...-->C $70.00, no additillllal fee if submillad will Sa . Drain & Vent Number of Sani1ary Dump SlaJions..._lC $70.00, no additional lee if submitied will . Dnlin & Vent Number orChemielll~..----.JC $10.00. noadditional fee is submitted with San Drain & Vent Number orCross COIIIIflt:lian Control Assemblies...---..J[$125 Numbl!r orCtoss Connection Control Assemblies... _lC$125 ) Oil Interceptor ) Car Wash Interceptor ) Sanitary Duf11) Shtion ) Chemical System (Hat~) ( ) ClOSS Connection Central Assemblies in HeaIIh Care Reklted Facilities to be revlewed ( ) Request to Register Cross conn8l:tion Conlnll Assemblies in Non- Health Care ( ) Water Re un Syslem- experimenla1 bladlwater ) Water Reuse System - $120.00 minirmnn for eeeh reuse system. (NOTE: Addiional fees wiR be eharged at $6OAIr if nwiew lime exceeds 2 hours.) 2. 04 Interior Sanitary Drain and Vent syst1lm only. 3. ( ) Exterior S8nItary BuIldIng 8ewer(s) only. 4. ( ) Interior S8nItary DraIn and Vent system within an addition or remodeled bulking. 5. ( ) Multiple exterior Sanitary8uilding Sewers sarvlngthe single buDding, and the interior sanftaryDmln and vent system 6. ( ) Interior SanItary DnlIn *"' Vent system with multiple building drains exiling lite building, no exterior _iIluy bullclng sewers lC $25.00 _ DFU's new, added or relocated See fee table 1 CI'I page 4 to c:onveJt DRJ to a lee _ DFU's new, added or lelDcaled See fee table 1 on page 4 to c:0IlV6It DFU to a fee _ DFU's new, added or reloc:aled See fH table 1 on page4 to convert DFUto a fee 1. ( ) InteriorWIllerDlstribullon system and exhNiorW.erService 2. ~ Interior Wilier DIsIrIIIuIIon system, no exterior water service 3. ( ) Exterior W'" 8enrlee(s), no interior Waler Dlslribution system 4. ( ) InteriorWalerDlslributlan system wi1hln an addition or lIIIROCleled building, no exterior Water Service \00 ,00 5. ( ) Multiple exterior Water Seml:es seMng the single building, and the inlericr Waaer DisIrlIuticJo system 6. ( ) Interior Wilier D1sl1'1bUt\on system wilh muItip\e services exiling the building, no eJCteriorWaJer Services GPM See fee table 2 CI'I page 4 to c:olMllt GPM to a fee GPM See fee table 2 on page 4 to tOIW8It GPM to a fee Page Fee $llbtatal _NuIdler Gfldentical buildings X __Fee SUbtataJ Fee subtotal (early to boltiDm .. Page~) '3'10. cO 2 .......0........... ..... ~,uv,~vvu ~;~I ~~c ~II lUgn't.t'All '!' .. . . Ji~~;;~~~;~~~-:;-~=_:-:-::~ ~~~-=: Indicate total number of exterior fixtues such as stonn drain Inlets submitted with this llPPIicaIion ~ Check all thai apply (X) Interior storm drain system wih a clearwater drain system (If submilting interior stonn m. use the roof area to detennine the dl11inage area for fees.) ( ) Interior storm drain system without a dearwater drain system (If submitting interior stonn m use the roof ~ to detennine the drainage area for fees.) , ( ) storm Building Sewer ( ) storm Private Interceptor Main Sewer ( ) Storm water and/or clear water Slbsurface Infiltration for Pubic Building submitted with or \Vitf1cg a storm piping system Storm System Infillration volume (gal or cf) SeIed Green Bay, Haywm'd, or laCrosse oIfiee$ for P"s with infillfllliClO and alher p1u~9 systems. If SlJbmilting Inillration separately ycu Il'IlIY select the Madison 0fIlce. ( ) Clearwater dnin system without an interior stonn drain system If designing 10 meet NR151 standards, what is: )> Allowable discharge tom plumbing system (ds or gpm) )> S10nnwater final elBuent values (grease and oils, TSS, bacteria, etc.) .. = - --- --p ===:=::- _i_.=- --:__~: _~:2:==~~:;~ Drainaoe....... served by the stormpltmbing system is: (Check one and enter corresponding information) A. 00 less that or equa\ to 1 acre drainage to the plIBnbinjJ system """" a single discharge point {.." diameter at discharge point in inches X $101inch "O,otJ B. ( ) less than or equal to 1 acre drainage to the plIBnblng system """" mulllple discharge points _Total GPM discharge. See table 3 on next page. to convert GPM 10 a fee C. ( ) Grealerlhan 1 aae drainage 10 the plumbing system. Acres Seelable 40n next page to convertaaestoa fee. If submilting infillration WITHOUT storm, calculate the CCIITlISpOIldin fee in A, a. or C above as if you _e submilting those elements and enter here . Add $100.00 and enter the totalliee in the fee column. $10.00finch dameler of each dear\Nater' drain system ) Allemate Plumbing System (Submit to Madison 0fIice) SUbtOtal From Number of Experimental Plumbing Systems..._x $500.00 Number ofAltemate Plumbing Systems... _x $400.00 2 Include subtotals from additional 2s if Enter Total Fee Here and at Bottom of Rrst P 3 pate:December 19, 2006 , . ,;. ,t Name: ~A G Mechanical Project: Omni Glass and Paint Strret~20 ~arathon Avenue City: ~ ...:.Ne~nah , WI 54956 Street: Hwy 41 and Hwy 45 City: Oshkosh, WI 1. 98.3 Gallon per minute buiding demand, predominatly Flushometer. .2. 58.0 Low pressure at the Main in the Street. 3. 3.5 psi loss from a 8.0 ft difference in elevation from Main in the Street to the Water Meter. 4a.--& psi loss from a 100.0 ft 8" Ductile Iron A WWA C151121.51 water service from the Main in the Street to the Water Meter. Pressure loss detemined using a C value of 100, inside diameter of 8.000 and a velocity of .6 'ft per sec. 4b.--& No 2nd part water lateral. 5. 6.7 psi loss from a 2in Meter 6. 47.8 psi 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. ~ Pressure available for uniform loss (psi/100 feet of pipe). B. ~ psi of pressure available at the Water Meter. C. 30.0 Pressure needed at the controlling fixture. Emergency Shower D. ~ psi loss resulting from a 3.0 ft difference in elevation from the Water Meter to the controlling fixture. E. ----:!! psi pressure loss due to a serving the controlling fixture. F. 300.0 Ft Developed length from the 200.0 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 1I2 5/8 3/4 1 1114 til2 2 2112 3 4 Actual 1. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2;981 3.935 Value orc 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 3 -0 8 16.5 28 44 79 121 174 303 Maximum FM WSFU 0 0 0 5_5 11 36 144 374 731 1835 Maximum FT WSFU 3 0 10 24 50 106 270 484 776 1835 ~ .d- .~ to"- f' ~23cS'A 3 a <- ~ ~ , Ii J ~ 1 , , ...J H ~ .w p < 4 ~ P ~ 't 'io. d;. ~ W a \.>, '" ~ ~ "':J: \j ~ ~. :;( H Vl ~ ::r: ~ c:x. ~ .... , , , A.G. MECHANICAL 1820 MARATHON A VENUE NEENAH, WI 54956 Office (920) 751-0884 Fox (920) 886-1384 Mobile (920) 419-1367 New facilities for Omni Glass and Paint - Oshkosh, WI G116 . (2) Woodford # 27cp exterior hose bibs . (1) 36x48 concrete catch basin wi Neenah frame & grate . (80') ACO trench drain . (1) Bradley S19-220 eyewash wi Leonard mixing valve . (1) Site drain@compressor . (1) Cold water hose reel . (2) Compressed air outlets Qill . (1) Mansfield 137/160 ADA toilet wi seat . (1) Mansfield wall hung lavatory wi Zurn 81000 faucet . (1) Instantaneous water heater . (1) Woodford # 27cp exterior hose bib . (1) 2" Floor drain G112 . (1) Mustee # 17 utility sink wi Zurn 812-BI faucet . (1) Zurn 8070 I interior hose bib . (2) 4" floor drains Qm . (1) 36x48 concrete catch basin wi Neenah frame & grate . (1) Woodford # 27cp exterior hose bib . (1) Zurn 80701 interior hose bib GI03 . (1) Elkay PSR2219 SS sink wi Zurn 831-B4 faucet . (1 ) Water line for ice maker . (1) Water valve for R.O. systemsuppliedl install by others GI04 . (2) Kohler wall hung toilets wi Sloan manual flush valves . (2) Kohler wall hung urinals wi Sloan Optima flush valves . (2) Kohler drop in lavatories wi Zurn 81000 faucet · (1) 2" Floor drain . , A.G. MECHANICAL 1820 MARATHON A VENUE NEENAH, WI 54956 Office (920) 751-0884 Fax (920) 886-1384 Mobile (920) 419-1367 GI05 . (2) Kohler wall hung toilets wI Sloan manual flush valves . (I) Mansfield drop in lavatory wI Zurn 81000 faucet . (1) 2" Floor drain 83 . (1) Elkay EZ8 electric water cooler 0103 . (1) Elkay PSR1918 SS sink wI Zurn 812-AI faucet Elevator . (1) 18x22 FG basin wI Zoeller M53 sump pump 0105 . (1) Elkay dual level electric water cooler 0107 . (1) Lavatory wI faucet - $300.00 allowance . (2) Kohler wall hung toilets wI Sloan manual flush valves . (1) 2" Floor drain 0106 . (1) Lavatory wI faucet - $300.00 allowance . (1) Kohler wall hung toilet wI Sloan manual flush valve . (1) Kohler wall hung urinal wI Sloan Optima flush valve . (1) 2" Floor drain 0204 . (1) ElkayPSR2219 SS sink wI Zurn 831-B4 faucet . (1) Water line for ice maker 0205 . (I) Kohler wall hung lavatory wI Zurn 81000 faucet . (1) Kohler wall hung toilet wI Sloan manual flush valve . (1) 2" Floor drain 0206 . (1) Kohler wall hung lavatory wI Zurn 81000 faucet . (1) Kohler wall hung toilet wI Sloan manual flush valve . (1) 2" Floor drain 0208 . (1) Mustee # 63 floor set mop sink wI Chicago 305 faucet .. . A.G. MECHANICAL 1820 MARATHON A VENUE NEENAH, WI 54956 Office (920) 751-0884 Fax (920) 886-1384 Mobile (920) 419-1367 . '+ m!!! . (I) A.O. Smith 50gal sealed combustion gas water heater . (1) B&G circ pump wi timer . (1) Floor drain . (2) Site drains PIOI . (1) Cold water hose reel . (1) Mustee # 17 utility sink wi Zurn 812-BI faucet . (I) Floor drain to catch basin PIOO . (I) Woodford # 27cp exterior hose bib PI03 . (I) Bradley S19-220 eyewash wi Leonard mixing valve . (1) 36x48 concrete catch basin w/Neenah frame & grate . (80') ACO trench drain . (1) Bradley emergency shower wI Leonard mixing valve . (1) A.O. Smith 10gal electric water for shower* . (1) Floor drain . (1) Site drain for compressor PI06 . (1) Cold water hose reel . (I) Bradley S19-220 eyewash wI Leonard mixing valve . (1) Mustee # 17 utility sink wI Zurn 812-BI faucet . (1) A.O. Smith DEN-30D electric water heater PI08 . (1) Woodford # 27cp exterior hose bib Misc. . (3) ACO 9.8' exterior trench drains wI ductile iron grates @ loading docks . (2) Hankison HIT 35 air dryers . (2) Zurn 4" cast iron roof drains @ office area . (1) Zurn 3" cast iron roof drains @ vestibule