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Home My WebLink AboutBuilding 07-0395 :;- ~l 0 000000 "D 0 > -C') z_ l/l 0 :z: ~ c ~~ -0 en."z",,,,,,, 0 c 2 CD :s: =tzen~oo z ::0 C') n m mo > 0 ;:0 ;:0 :s: ~>c:I:!iS m ;:0 m 0." t::l r- :-! ;:0 " zr->:zcz z en ::::!" t'!l r- m en m p en ~ t o > Z ~ ::!G')~G') 0;:0 -I -I z- ~ -i m 0 - zo to ..... > - C') z 0 C') en en S cD ::! ~ -I z 0::0 co 0 ~>: ~ 01 o 0 0 Z -I Z 0" ." > 0 mm ~ 0 z ;:0 ;:0 c .-< '" ~ ~ "D " ~ :.. x 0 ;:0 ;:0 ~ m ;:0 0 0 D~DDD C> z ;:0 0 0 m m m :I: "Den=;::I:"D ~ x m m m z mr- >mr- ~ c c OC -IOC loil Z ~ en x:l: mx:l: en ~ ~ "D " 0 en m .,,~::o::u::u~ m 0 0 ~ ~ " ::l 0 zZxx-z ::u z x ::! m CD -I >ei)oo ei) :I: ~ m ::t ~ 0 () 0 r-."oo ;:0 =t ;u c ~ 0 z -"" - z C 0 3- Zcc r- ~ lXI ~"D"D P m z :-! m c ~ ." N 0 .,.. ~ x ;:0 m ~ 0 0 c 0 ~ ::u < 000000 en m ~ Z ;:0 ei)"''''o~ ~ > z >;ii;iiO -4 R- ei) ~mm:l:ei) m c ~ ~ _"D""~ ~ ~>:>>c f z >OOZ=i; ~ 0 _mm~_ !"1 ::u.,,::u r- -4 ~-_ r- i enZ z m -I~ ei) 05/20/2007 22:25 FAX 763 274 2871 SUN MECHANICAL ~00,1 CITY OF PRIOR LAKE PLUl\1BING PERl\lIT Date Rec'd J 20 Ft Ve.. Ho. W 1<.5 fJ ve. . Sf. LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID z..5:'. qoz. J 05.0 DATE 5 ~l::.01 TT PLEASE COMPLETE BELO\V uantitv Type of Fixture Rou h-ins Water r-r eater Water Softner Stand Pi ~ (Washing Machine) Sewa e Ejector Backflow Assembly Backflow Ass.::mblv Test Lawn S rinkler Other FEE SCHEDULE Industrial. Commel'cio.\ & Multi-family 1 % of job cost with a $39,50 minimum RC:'ldential. New One &. TWo-rAmi I)' $99.50 Residential. !\ddili"ns & Alrer:ltions $39.50 Estimated Cost $! to I 000 Building Permit #: _. PLUMBING PERMIT fEE $ I &;JO~ OD STATE SURCHARGE $ .50 TOTAL PERMIT FEE $ ---J..W.Lc5D OWNER ~ (Name) ~ 7/9 - ~ri or- Lo k { 0(' ho() I~ (Ad dress) APPLICANT S (Name) Un ''::ontact Person) \ I J ) Y APPLICANT SIGN A TURE uantitv artment sink ~ Toilet) Becomes Your Building Permit When Approved ~4~/ol Dnlt I "h~c file : Gold (:Ir; :I. VI:lJO\l! Appli'^III 'J~rj I PERMIT NO.O) . -5"1::0- ZONmc ((,fho, \1.,.) (Phone) Del#''J il7e h le/~ Ay.. (Phone) 17&3 - ;)14- ;leg/pi;' ;;//CR,VPV, mAl 55330 (City) , (Zip Code) (Phone) I ~J , I Paid lie 0 r7, I IE ,..:>v Dateszt'J. tJ 7 Receipt N~J84-71 By ) 24 hour notice for all inspections (,952) 447-9850, fax (952) 447-4215 ]6200 Eagle Cr~ek Ave.. S.E., Prior Lnkc, MN 55312-1714 PRIOR LAKE DEPARTMENT OF . BUILDING AND INSPECTION INSPECTION RECORD SITE ADDRESS I~ "~/III!:S Aye. SE TYPE OF WORK ~ USE OF BUILDING.EJ. ' ~,. i1'Ul1.. ~L- PERMIT NO. -----'J1. ;~ DATE ISSUED ~ zSJ), . BUILDER ". PHONE # " NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT INSPECTOR DATE 1-- PUWltI .e.% I I PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ~ _F3l I I ~ I Vl4/ I q-r.-d/ FOR ALL INSPECTIONS (952) 447-9850 FE13-1::l8-21::l1::l7 651 223 5646 ~.~d I PleaSft~;omPlete this application and return it to the Building Codes and Standards Unit prior to. your expeCted plan review submittal date. This will help us expedite your project while we determine <:0::::1 where you will make application for plan rp.view. I ;:W 1::l9'I::l7 WOLD ARCHITECTS ~ r:'lll .'-.JL.. r" f )'tl,f'>'lt ("If L 'Uf"'!l dr',: \nd'.J~tIY 0, N "- "f) .~ 12105 $ 'J,'I.~ 0.0 -1r"2-C# - 00 Upon receiving this completed initial application, we will confirm proper jurisdiction for the project, assign a project number, and determine who will do plan review and inspections. Within a few days we will notify you in writing of the project number, where to submit your documents for review, and how inspections will be handled. If delegated to the municipality, you will need to follow their procedures and fee schedule. OthelWise our standard application process will need to be followed. I completed the information on this application and umt JOi k R'f~l,~,-, Applicant arne Print) d tltat it does not ""thol'jze the stllTt of con$lrllction. 1.01., ,0" ~ Building Codes and Standards Unit. 443 Lafayette Road N.. St Paul, MN 55155-4341 Voice: (851) 284-5068: Fax: (6e1) 284-5749: TN: (651) 2974198 Wob site: WYNJ.doli.stBte.mn.uslbUildlngcodes t-t.I:l-~t:l-d~~'( ~':::I: ~'( WULU HI-<CH 1 I t.C I ~ b~l dd.j ~b4b P.01 .' '.)') ("oJ 0\ ~ ::: :~j ~ i;';1:i Initial Application for Plan Review J C, ".I 'J Please complete this application and return it to the' Building Codes and Standards Unit prior to your expected plan review submittal date. This will help us expedite your project while we determine where you will make application for plan r~view. 12105 $ 2.""S" ..., Upon receiving this completed initial application, we will confirm proper jurisdiction for the project, assign a project number, and determine who will do plan review and inspections. Within a few days we will notify you in writing of the project number, where to submit your documents for review, and hoYi inspections will be handled. If delegated to the municipality, you will need to follow their procedures and fee schedule. Otherwise our standard application process will need to be followed. I completed the inform4tion on this application IUId unil d that it dtHs n()t authqrite the stQrt 0/ cOlfSlrucJit;m. -..Jolk R'ffj\'~- Applicant am$ Print) 1,. I., f. "1 ~ Building Codes and Standards Unit, 443 Lafayette Road N., Sl Paul. MN 55155-4341 Voice: (651) 2~; Fax: (851) 284-6749; TIY: (851) 297-4198 Web site: www.doll.state.mn.u~eodes MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY Division of Construction Codes and Licensing REPORT ON PLANS Plans and specifications on plumbing: Five Hawks Elementary School, Case Work and Window Replacement, 16620 Five Hawks Avenue Southeast, Prior Lake, Scott County, Minnesota, Plan No. 077226 OWNERSHIP: Independent School District No. 719, c/o Mr. Tom Westerhaus, Superintendent, P.O. Box 539, Prior Lake, Minnesota 55372-0539 SUBMITTER(S): Wold Architects and Engineers, 305 8t. Peter Street, St. Paul, Minnesota 55102 Plans Dated: January 26,2007; Addendum No.1, February 15, 2007; Addendum No, 2, February 16,2007 Date Received: April 27, 2007 Date Reviewed: May 3, 2007 SCOPE: This review is limited to the design of this particular project only insofar as the provisions ofthe Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which this plumbing system is connected. The review is based upon the supposition that the data on which the design is based are correct, and that necessary legal authority has been obtained to construct the project. The responsibility for the design of structural features and the efficiency of equipment must be taken by the project designer. Approval is contingent upon satisfactory disposition of any requirements included in this report. Special care should be taken to insure that the material and installation of the plumbing system are in accordance with the provisions of the Minnesota Plumbing Code. A copy of the approved plans and specifications should be retained at the project location for future reference. INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4715.2830, no plumbing work may be covered prior to completing the required tests and inspections. Provisions must be made for applying an air test at the time of the roughing-in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code. A manometer test, as specified in Minnesota Rules, part 4715.2820, subpart 3, is required at the time of the finished plumbing inspection. It is the responsibility of the contractorlinstaller to notify the Minnesota Department of Labor and Industry when an installation for a state contract job, licensed facility, or project in an area where there is no local administrative authority is ready for an inspection and test. To schedule inspections, contact the state plumbing standards representative for your region, or call Jim Peterson at 651/284-5889, REQUIREMENT(S): 1. When drinking fountain bubblers are provided at public use sinks, there must be at least 18 inches between the bubbler spout and any other faucet spout (see Minnesota Rules, part 4715.1260). 2, The capped fixture shall be gastight and watertight for the pressure required by test (see Minnesota Rules, part 4715.0700). 3. It is recommended that a cleanout be provided where new waste and vent piping connects with existing plumbing to facilitate required testing of the new installation. 4. The plumbing system shall be tested in accordance with Minnesota Rules, part 4715.2820, '~0, ~ I\\(~ ~TURAL WOOD CORPORATION 4000 LABORE ROAD . ST. PAUL, MINNESOTA 55110 . PHONE (612) 426-8111 3/''1/ Of I ~ 4 I - 0 4:>:;- :sc;> '1.0 eo f' '-P-foS. c;: P 12 0 V I D:::O S; NA"L '- c,_) (vi p (,..,'( '<-I 0 ~ "=' D -< F. D 44-<0 31\ Lu \"1 I-t, ..v t=~ GDu c5-' c:J~ 1~.....u L- 5uBp 3 \ I O~f 'tfo -5"J B>P ~ IZ f'(OoJ;Jb.c-R- p~~L.I...J~ ~~~ALlool\ S ?vv<" "3 0 \ \ 'to sr~ u r C,l:;..iT' c...or \:30\ - b J \" ~ ,-.(:".p. \;.... (\.b ~N~ c:.. (.'~-c..6 ~ (-{,.) ..1 ~() fV1. ~-(..I:;- ;j () A,"') i)) r A."C? r .{., ('~':. 5D l- SHuv--D t+ A Ve PA~SL- C-u P ~ G. LA) , S 6' rz- 3 Z~/r-Ail';a.C--r.h' s I {,v rM. us, Co i20();V\ \LA \ S ~ CA~ (A..6'f += . \~, 23 D/z.. I 2.. 1.1.-/ p,...1' ';Y''o.. L-> f" > w . L..(). 2 ~ 0 a. 1'2- I..../I:;AJ. 'f, Cup ~ Jos~-\ LG~ ~ c<;:'s 3t'1 /07 C-A LL.-60 ELKAY SPECIFICA TIONS Lustertonee 1Wo Bowl Sink and Fountain Packages Models DRKR3717 and DRKRQ3717 Series Models DRKAD3717 and DRKADQ3717 Series _ A.D.A. Compliant GENERAL lustertone sink and fountain bowl combination. Highest quality sink bowls seamlessly formed of #18 gauge, type 304 (18-8) nickel bearing stainless steel. Self-rimming. CLASSROOM/INSTITUTIONAL SINK PACKAGE These models feature a scratch and crack resistant two bowl stainless steel sink, Contemporary Hi-Arc'" faucet and No lead Flexi-Guard'" Bubbler. Package includes: (1) LK2439 Two-Handle Contemporary Hi-Arc'" concealed undermount faucet with 450 restricted swing spout and aerator, Outlet height: 10"; Reach: 6-1/2". No spray. (1) LK1141A No lead Flexi-Guard'" Bubbler. Pushbutton valve design bubbler meets ANSI and A.DA requirements, Designed so that water never comes in contact with lead- containing materials. Flexi-Guard safety bubbler flexes on impact to prevent accidental injury when getting a drink, Built-in adjustable water volume control. (1) LK35 Duo strainer for sink, (1) LK8 Grid strainer for fountain. OTHER Drain Openings: 3-1/2" in large bowl, 2" in fountain bowl. Slotted hole allows for vandal-resistant bubbler, Suffix "l" (left) and "R" (right) denotes location of the fountain bowl. NOTE: Unless otherwise specified, sink is furnished with 4 faucet holes as shown, These sinks comply with ANSI Standard A112.19.3M. @ Both faucet and bubbler are classified by Underwriters L laboratory, Inc, to NSF/ANSI61 for residential use. e SINK DIMENSIONS (INCHES)* Model DRKAD(Q)3717RC Cutout in Countertop U-Channel Quick-Clip. Inside Inside Fountain (11 h" Radius Minimum Drain Ship, Model Model Overall Left Bowl Right Bowl Bowl Corners) Cabinet Openings WI. Number Number L W L W 0 L W 0 Partition Location L W Size Each Bowl Lbs. DRKR3717lC DRKRQ37171C 371/4 17 91/4 12 35/8 16 111/2 75/8 6 left 365/8 163/8 42 Centered 27 tDRKR3717L tDRKRQ3717L 371/4 17 9'/4 12 35/8 16 11112 75/8 6 Left 365/8 163/8 42 Centered 17112 DRKR3717RC DRKRQ3717RC 37'/4 17 16 11'12 75/8 91/4 12 35/8 6 Right 365/8 163/8 42 Centered 27 tDRKR3717R tDRKRQ3717R 371/4 17 16 11112 75/8 9'/4 12 35/8 6 Right 365/8 163/8 42 Centered 17112 DRKAD37171C DRKADQ3717lC 37'/4 17 9'/4 12 35/8 16 11 '/2 :I: 6 Left 365/8 163/8 42 Centered 27 tDRKAD3717l tDRKADQ3717l 371/4 17 91/4 12 35/8 16 11'/2 :j: 6 left 365/8 163/8 42 Centered 17'12 DRKAD3717RC DRKADQ3717RC 371/4 17 16 111/2 :I: 9'/4 12 35/8 6 Right 365/8 163/8 42 Centered 27 tDRKAD3717R tDRKADQ3717R 371/4 17 16 11 '/2 :I: 91/4 12 35/8 6 Right 365/8 163/8 42 Centered 17'/2 . Length is left to right. Width is front to back, t Unless otherwise specified, all sinks which do not have suffix "C" are less fittings (no faucet, bubbler or drain), but are drilled for faucet, bubbler and drain as illustrated. :j: Available in 5-1/2", 6" or 6-1/2" depths, Please consult your sales representative for other depths or modifications, SEE OTHER SIDE FOR PRODUCT DIMENSIONS. THIS PRODUCT, AS CONSTRUCTED IS SUBJECT TO INTERPRETATION OF A.DA REQUIREMENTS. THE UNOBSTRUCTED KNEE SPACE REQUIRED TO SATISFY A.DA STANDARDS MAY NOT BE DESIRABLE. All DIMENSIONS IN INCHES, TO CONVERT TO MilLIMETERS MULTIPLY BY 25.4. In keeping with our policy of continuing product improvement, E1kay reserves the right to change product specifications without notice. Elkay www.elkayusa.com 2222 Camden Court Oak Brook, IL 60523 This specification describes an Elkay product with design, quality and functional benefits to the user. When making a comparison of other producers' offerings, be certain these features are not overlooked. Printed in U,SA @2004 Elkay (Rev, 3/04) 1-22G