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Home My WebLink AboutPermits 01-0319;01-0944;01-0473 CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT ([) [) t;...N L..;7 . r,>'-. u, 'P LAN Oate Rec' d APR - 3 LUUI ~. ';i~~e ~::y PERMIT NO. 01- 0 '2 I.q J. Ye\low Applicant ...;#-1 ' (Please type or print and si~ at bottom) ADDRESS .5D (0 \ \"\""\ \ r'\ ne ~N\. Pt ~\\ --y--~~-\- (# ZONING (office use) ~(l-t LEGAL DESCRIPTION (office use only) ADDITION ~+ af See+ / j -r WA) JIL! , LOT BLOCK :e ,;)~PID do 5- 9 {}, - f)O 8-n OWNEIi.... (Name) Vt\oc.U=\~ ! SA.U~ Sc-ha~ ~(Phone) ~- 44.- ~\A-" (Address) -=s~~ \)Jr-..4\ uood ~~.\~_ ~'C'\[\f \ ~~ BUILDER . . (Name)~,", .c;~\ c\t- (\r'$~("~ ~\Dl-\ (Address) ~5 ~&:::\ $, )~.'"':'t \"X"-.h ~ TYPE OF WORK o New Construction ODeck (Phone) q,s :\.- ~ ~\ - S4Qj R\ot.,. · ~ \ ~-\.f;) Y'\ OPorch ORe-Roofing ORe-Siding OLower Level Finish o Fireplace !JAddition ~Alteration OUtility Connection o Misc. PROJECT COST /V A:LUE (excluding land) $ t.,~ ed inti ation on this application which is to the best of my knowledge true and correct. I also certifY that I am the owner or . e-m ti ed property and that all construction will conform to all existing state and local laws and will proceed in accordance with at e building official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may ~ r.r~eJ"Jm;:o~ /Ift.~ ~Date Contractor's Licel\se Np. I ~ 41'Alo ( I Permit Fee $ 9' t 18'5. 7S( I Park Support Fee u I # 0 . $ 0 I Plan Check Fee $ 1) ~1 tJ . ")~ I SAC # 0 $ (;) I State~~~~e~.f;'; ~'U- $ fFtt-.~ I WaterMeter Size 5/8"; I"; $ t) Penalty . t C;-cV $ I Pressure Reducer $ 0 Plumbing Permit Fee $ I Sewer/Water Connection Fee # $ 0 Mechanical Permit Fee $ I Water Tower Fee # $ 0 Sewer & Water Permit Fee $ I Builder's Deposit $ 0 I;'F;la;;erm:;ee $ I Other $ /f:o, ~~i , TbU p. ~~~;;.;- I ::A~~U;~. +1 RefjBe ~;~ 4f . ding <}ticial Date I Date if'U -I J , By; I ' This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and m\y proceed as requested. This document when signed by the 'ty Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be ry "(/i~,~ ~ ~CoodmO"'ifmY . ~ 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 ~ - - - - __ ___~--..; I........" v~~l ur rK1UK ~ ~oo~ Date Rec' d LJl i OF PRIOR LAKE BUD..DING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT I'11NAl6S0m LEGAL PBSCRII . 10N (office use only) I. WbhAl filII I PERMIT NO 2. I'ItIl< City . 3. Y.I~ ~l'P1iault LOT BLOCK ADDITION.seer I 7W P 114- OWNBR (Name) ISO 7/q (Address) (phone) pm 2S-901-00B .." BUILDER (Name) 61 V I{lE.J1/ ~('~/ (phone) 615/- ~59 - q+<1~ (Contact Name) _ / ~.e.~V (phone) (Address) J 145 S~~ ~ t\.o. ~;.. Ot.UA1,1 ~ 5Sl{~ TYPE OF WORR o New Consaua:ion DLower Level Finish o Misc. D~k o Fireplace ORe-Roofing (JAJteratloJJ DPorch DAddition PROJECTCOSTIVALUB (eWudiDglanl1) S " DRc-S1din& OtItili1y Connection I 1wreby a!:l'ti1Y that I I ' vc fumished information on this app~01l which is to the best of my bowledle true and ..... .... _ ... I also cenitY tbat I am che owner or aud1orize4 apt for d above-mentioned~..., ,../ ~d lhat all COJl.,.. ,.~:OJI. Will amfbnn tD all exisdua 5talI'l and loca11aws mcl will proQCd m a..~u.~ with ~tred plam, I am ware dlat the bui1diD8 ollic:ial can rcvoJce tbis., ......\ fbr just cause. Fl":,.~..,,onl, I hereby agree that the city oJIicial or a designee may ;:i\t;~r~i1L'..~:07' ~~ _ 8)1" DJ Sigaature Contra<!EOJ"s LicaDe No. ' DJ Pennit Valuation -Pennit Fee Plan Check fee I State Surcharge ~ I Penalty I Plumbini Permit FE . Mechanical Permit ':e Sewer & Water Per:' it:Fee I Gas Fireplace Perm :Fee 2/000.00 S ,,? 2$ $ 4~ ~ J - -$ tOO $ s S $ $ Park Support Fcc SAC Water Meter Size 5/8"j I"; Pressure Reducer Sewer/Water Conncc:tion Fee Water Tower Pee Builder's Deposit Other TOTAL DUB # # $ $ S S $ - ) , M t $ )/5. z.~ " t# .... ~!I-Y--a~~'I>" := ~f(?~~, t;pZO Building OfficI J Date I' TIlls ~ to ~ that thel 1lUftt in the above applia1iDn iUl4 a-w_....nyios docwI1I:nta is in accordmc:c widllhe City Zcmid& OrdinJnce IIMS may, .. - .11S requated. Tbls document when signed. by the CitY: anner ccmatituus a l.,., ....,ry Cenlftcate ofZclllidt compJWlt:e and allow. COIlIttuCtion to........ cnce. Jetore occ:up&ftCY, . Certificate ofOa:upal1eY nmat be iuued. ! Planr ~S [1'.. ..".r Date Special CoddiCiollt, if any 24 hour nOtice for all inspections (~) ~:i'~_1 i.x ,..~, 447-4%45 . V C,03'tD ....----- CITY OF PRIOR LAKE HEATING/AIR CONDITIONINGIFIREPLACE PEAAul J rA ~'I- 7- OO-qt1 i: ~ ~~~. I PERMIT '01- ;v.Y:7:> 3. Yellow Apphcanl . V7 '1...::J / ~G(_~) Date Rec'd (Please type or print and SilUl at t ~......._) ADDRESS Grainwood Elementary School 5061 Minnesota Street SE Prior Lake. MN 55372 LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION 5er::.- + I PI0a5.... ClOI-O()(f-D OWNER ~ame) lndenendent School District #71q (Phone) (Address) 5300 Westwood Drive SE. Prior Lake. MN 55372 APPLICANT ~ame) Thelen Heatine and Roofing. Jn~. (Phone) 218-829-1491 (Address) 1717 13th Street SE (Address) (Contact Person) / /1/ ~II. 7'-"'" APPLI l\NT PLEASE COMPLETE BELOW ONEW CONSTRUCTION 0 REPLACEMENT 0 AL TERA TIONS FURNACE MAKE AND MODEL as ner draw~ FUEL FLUE SIZE RETURN OPENINGS INPUT OUTPUT TYPE OF SYSTEM HEATING OR POWER PLANT Tim Haglin Brainerd (City) MN MIi6401 (Zip Code) (Phone) _ 218-829-1491 APPLICANT SIGNATURE DATE Anril 5. 2001 , DWann Air Plants o Gravity o Mechanical DAir Conditioning OVent. System o Steam o Hot Water o Radiation o Special Devices o Other Devices PLEASE NOTE: Air Conditioner Units Cannot Encroach into Required Side Yard Setbacks FIREPLACE MAKE AND MODEL Industrial, Commercial & Multi-Family FEE SCHEDULE I % of job cost Residential, Gas Fireplace $39.50 minimum $99.50 Residential, Additions & Alterations $64.50 Residential, AC Only $39.50 $39.50 $39.50 Residential, Heating & NC (New Construction) Residential, Heating Only (New Construction) Estimated Cost $ 131.600 . 00 Building Permit # HEATING PERMIT FEE , STATE SURCHARGE TOTAL PERMIT FEE I t omes y ~uilding pefnit fthen Approved ~/"'I lor Building om~ I / Date $ 1. 316.00 $ .50 $ 1.316.50 I Paid J~/b r 5;0 DateS_~/-o J Receipt No. ...., ."'3Q hi(/' BY~ 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 '~ Metropolitan Council Improve regional competitiveness in a global economy Environmental Services April 6, 2001 Bob Hutchins Building Official City of Prior Lake 16200 Eagle Creek Ave. Prior Lake, MN 55372-1714 Dear Mr. Hutchins: The Metropolitan Council Environmental Services Division has determined SAC for the Grainwood Elementary School Addition located at 5300 Westwood Drive SE within the City of Prior Lake. This project should be charged no additional SAC Units. It is the Council's understanding that no classrooms are being added with this project. If you have any questions, call me at 602-1113. Sincerely, a. ...... -"".-t..... Ccdj a. QjJ11I O:.l I Jodi. ___. Edwards Staff Specialist Municipal Services Section JLE: (355) 010406SD cc: S. Selby, MCES Judith Bergen, Bossardt Corporation www.metrocouncU.org Metro Info Line 602-1888 230 East Fifth Street . St. Paul. Mtnnesota 55101-1626 . (651) 602-1005 . Fax 602-1138 . TIY 229-3760 An Equal Opportwtlty EmplDyer Th. C.nt., of lh. Lab Counlry White . Building Canary . Engineering Pink . Planning BUILDING PERMIT APPIJCATION DI;fARTMENT CHECKLIST NAME OF APPLICANT $sStbrc1.: - (I JO ~ APPLICATION RECEIVED tf - 3 -0 I The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: ~O{n! ~RS.t-. Accepted Denied Accepted With Corrections ~~ Date: ~~1 Reviewed By: Comments: 0~ ~~,~ ~L-I~ ~s "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." ,- t .j Th. C.nl.r of lh. Lak. Country White .. Building Canary . Engineering Pink - Planning BUILDING PERMIT APPU,CATION DEfART.M.fNT CHECKLIST NAME OF APPLICANT $s5tLrd + C)O r-p APPLICATION RECEIVED tf - 3 -0 I The Building, Engineering, and Planning Departments have reviewed the building permit application for c~:>nstruction activity which is proposed at: :;; C}{n/ .~6~ Sr. x Accepted Accepted With Corrections Denied Reviewed By: NAB Date: '{- G - 6/ Comments: , See Reverse Side for Additional Information! OK .J.o f>~rt. (jJ)", ("I.V 6+rufJ (/1'1/."11 5di1l"/ J'~ Ouf- 0( (:...k" 5 ,,1,00 I I's. ()II f .f:v, Sv""",v m V$ + ,kU k D 6"L S~h (J(J I ya I'd ! "Lnu..l~ ~~""t/" c,,.J Wt:tJ-tf' ~-lI'II'U.s " , liThe issuance or granting of a permit or approval of plans,. specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." White . Building Canary . Engineering Pink - Planning Th. (".nl.' nf th. Lib Country BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT ~I--//~ ~ APPLICATION RECEIVED f/ f/ cJ4-0/ The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is propgsed at: 50 ~J ~t?~~ Cd , Accepted Y Accepted With Corrections Denied Date: C3 r ],,. '2IZK!J1 Reviewed B Comments: Al \ dtdt"" ~t "'-'1 csL..J1 laa- .(.e,W V.erl-h\-€CI_ "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." ../ ,.* ... t" ,. Th. C.nl.. ofth. Lib Country 6/- 311 White . BuilCling Canary . Engineering Pink . Planning aUIL.DING PERM~PPLlCATION DEPARTMENT CHECKLIST NAME OF APPLICANT $,ssfLrd + (1)0 r-.p APPLICATION RECEIVED tf - 3 -0 I Accepted Accepted With Corrections 'Ii Denied Reviewed By: NIJB Date: '1- G - 6 I Comments: See Reverse Side tor Additidhallnform..~~nl ' Or. J.o p4rt. C/)"\ (-I'l.y {;+rf.,~fJ on/..'/I Sd,ao/ t'~ bvf- Ot f-kl' 5 {.,t.,oo I I's. 01/ I- t"", sv,../lv 1M 11$1- ,. r ~ 0... buhtJo' Vt; I'd ! LnUtl<. ~~""(E l4~ 1#'e,/(1' S-lI'V,u.s ..-- "The issuance or granting of a permit or approval of plans,' specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." ~ ~~f ~V'1 ~ \f6 ~~l ~Lj ~v1 'L.~~.. 2-) ~~T~L\ ~~~ .~~ ~ c-- ~O"i; ~ ~~tAv~ ~llo'1-22P'L: 3) L,nL~ ~V~ SVv&'we.: ~111ev- J ~ ~ ~Wdv ~~ t~R;; Vb!U.4l< ~ ~~/~~~C . . .. l/~~e../~ ~C/~:~'4;i~ ,~/JJJT~ ~ ~ ~ (-/~~~ ~ _ oJ- (, \~~ tV\. ~S~V\ 4- ~ W~ ~~~ i "The issuance or granting of a permit or approval of plans, s~ecifications a d computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ~oros::~:r:tl~~ ~ ~. '. . , ,. White . Building Canary . Engineering Pink - Planning Th. ~.nl" of tho Llk. Counlry " ,,/ BUI~DING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT ..f1ssa.rcl+ (/')Ur of) L{-3-01 APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: :.:; 0 (I') ) lJ1bJv11f2~() 6 ~ S 1-. Accepted Accepted With Corrections ~ Denied Reviewed BY:~~~ ~~ ~;z.. v v"' Comments: Date: If ;'leJs> 1 l\ ~ NOV212Lm Depa~ntQf.Aqlllin_~stration ......,.--.-.... PROJECT JURISDICTION AGREEMENT COpy TO BUILDING OFFICIAL: Hutchins, Robert Dana City of Prior Lake 16200 Eagle Creek Ave. Prior Lake MN 55372 Date: 11/17/2000 Project Title: Grainwood Elem. ISD #0719/Upgrades Location: City of Prior Lake Description: upgrades Date Received: 11/912000 Assigned Project Number: 20000449 Dear Building Official: Attached is a copy of the notice to the Architect / Designer of the project described above as to the agreement reached between the Minnesota Building Codes and Standards Division and City of Prior Lake delegating building code administration to your office as per our agreement on this project. Yours truly, BUILDn:<;fODES _STANDARDS ~e,~JIi Scott D. McLellan Supervisor, Plan Review SDM:w Attachment PaFormRI :BlJildiog Codysapd ,Staodards Dh'ision, 408 Metro Square Building, 1217thPlace East, St. Paul, MN 55101-2181 . . VoIce: 651.296.4639; Fax: 651.297.1973; m: 1.800;627.3529 and ask for 296.9929 Department of Administration PROJECT JURISDICTION AGREEMENT ARCmTECTIENGINEER: Wold Architects & Engineers 305 St. Peter Street St.Paul MN 55102 Date: 11/17/2000 PROJECT: Orainwood Elem. ISD #0719/Upgrades LOCATION: City of Prior Lake COUNTY: Scott DESCRIPTION: upgrades ADDRESS: Box 539 Prior Lake ***************************************** * ASSIGNED PROJECT NUMBER: 20000449 Date Received: 11/9/2000 ***************************************** An agreement has been reached between the Minnesota Building Codes and Standards Division and City of Prior Lake , whereby the PLAN REVIEW AND BUILDING INSPECTION will be done by City of Prior Lake Please submit all plans, specifications, and appropriate fees to City of Prior Lake You must follow their submittal process and fee schedule. Please refer to our assigned project number for their tracking purposes. The City will also be responsible for issuance of the certificate of occupancy. 7JJIJf Scott D. McLellan Supervisor, Plan Review SDM:w c: Building Official PaFormRI Building Codes and Standards Division, 408 Metro Square Building, 121 7th Place East, St. Paul, MN 55101-2181 Voice: 651.296.4639; Fax: 651.297.1973; TIY: 1.800.627.3529 and ask for 296.9929 ~ Grainwood Elem. ISD #0719/Upgrades Project #: 20000449<"VibA/ upgrades., . ,e/- Location: City of Prior Lake ""Dec>), . /,) 1. Duties of Municipality. Please check the duties you are willing to contract (a, b or c). a or b must be initGI~.:~C 1C:;. ," by State Building Official. ",)' .' , c:. J a. Attend to all aspects of State Building Code administration, including: -..' S;b.s: .:: . b/( i/ Department of Administration ~(U) 1. Preliminary plan review with Building Codes and Standards Division Plan Review Staff when required as checked by the Division. 2. Plan Review of building and grounds with written municipal plan review comments and designers responses. 3. Interpretation, application, and enforcement of all code provisions. 4. Issuance of all permits and maintenance of all records. 5. Documentation on file of all equivalences and modifications to code as required by UBC 104.2.7 and 104.2.8. 6. Adherence to all applicable written Division Plan Review Policies. See www.state.mn.us/ebranchladminlbuildingcodes or contact the Division for list and copy of policies. " b. I \ 7. Issuance of certificate of occupancy with a copy informing the State Building Official when services are completed. Attend only to all required inspections including: 1. Issuance of all permits and maintenance of all records. 2. Perform all required inspections. 3. Issuance of certificate of occupancy with a copy informing the State Building Official when services are completed. c. Municipality will not be administering the building code for this project. 2. All costs of building code administration shall be as prescribed by Minnesota Statute 16B.61 Subd. 1a. , the parties have caused this agreement to be duly executed intending to be bound ~ APPR I 5"tb DA E <....sTATE BUILD II) 7/w DATE ~~v ~~g 0 'l\ 1(}0l:> PaFormAG Page: 2 an taW~~~i~~Plletro squ~~U1ding, 121 7th Place East, S1. Paul, MN 55101-2181 Voice: 651.296.4639; Fax: 651.297.1973; ITY: 1.800.627.3529 and ask for 296.9929 .-. ....-.- . I . l~~S~ ',7,./) ~VI,,'U ,1- ; 1.,;1" ."r Dep~et;! tion ...~ /6 ,. INiTIAL APPLICATION FOR PLAN REVI i I I, , Pl~~ fill' out 'this application and return it to the BuildiO.g Codes and Standards Division .approximately four (4) web~ prior to: your expected plan review submittal. Failure to submit this form may reS'tllt in up to a three (3) w~l<; delay'in 'the processing of the view a~plication. This' .tiaI application w:i1ll1elp us expedite your rev.ie;W. " ~ J}, 'ZTo ,) ~~?'~;"rojectTltle V~ Md .,p'.II.IJ~~ - ~~Me,~t;VctionvnluotjOn---" CJ -;?~$ ~ 3~ tJV- 1. .' , , Site Address ., ) r-- 'Township' '/ . '" ::~ iCity.S~.ZjP//;~y~ &~ county" 1 ;'Ownr;r/j/jJ1& ?/,? . :Ownr;r'scontnetPef$Otia~ 4f~~ k/~ lOwner~d~h?di ~~~.}~4"~ia ~g. OWnerPhone~/~)~~7- 2/~~ :,. "; City, s~ Zip .,. #7~ /' t!-~ A1'./t../ 5)-? ? 2- State Agency (If APplicablo), .- t ~,.'~:Oesli'lFirm~/4'" A;p/ ~ FirmCOntl1ctPetson/#~ f'br~1 :;;i~~~:FlnnAddrcss ""~5' 1r': ~ Phone ~)~-;-22?-771j/ ilfitl:City.S~.ZiP ~';, ~,(.!k~ ?F/.e>2..- __, Fax ~8! ~Z~_~~~~~ ;~~i: ! 0 Public' (siat~) buildil1g paid for by the state or other state agency as a: CState College 0 Zoo i 0 )?O.T. C D.N.R. .-. '~I" ~1;: J. ! 0 Sta~ University Q National G~ard 0 State Hospital' Q State Home. 0 CapitaJ Complex : f' ~f. i : 0 Other; specifY . : : . ;1'- - ~~i:~ P~blic s~hool ~istri~t building ofS 1 00,009 or more in constroctiO!1 cost. ; ;~t~:~! 0 S~tc Licensed Faciiity licensed as a: C Hospital 0 Nursing HOll1e 0 Correctional Facility '~'!;:~ ; q Sup'"rvis~d Living Facility 0 Free-standing Outpatient Surgical Center ' :~~;, r:: 1:1 Other" specify -~;':f!ti.!.. .~ . . I _ _.___." ._. _ ~i~~~:O New ~uiJding Construction ~ddjtion l'JitRemodeUng 1:1 Other; specify. '~'$~ ~ UB~ Occup~c~ C~assificatiOn(s): ~ 1".6 I UBC Type ofC~nstruction: $' # ,::.t~~ . Project D~~nptlon. : '. ;;~o'~ .' Ll.~' . '::l"r[;~:T/T~-+~ . :,~~f\,: Total ~jected Constru!=tion Valuation: ~.3 6~ e!/~" _" .' ' 00_'.''''---- .".o""'..... 'o__"U_'_U_"', _..... ,__'" upb~ receiivm8 the completed initial application we will confirm th~t ~e are the prop~r jUrisdiction for, the pr~e~ assign it a project'number for tracki,ng and determine if the citY/municipality willodo the plan review, th~ i~pection$, both or ~~ither. We will notify you of the project num~rt where to subIl1it y<;>ur doCuments for rev.;,e~ and:1io~ 'the insp~ctioDS will be handled. If delegated to the city/mw,icipality, you wip only need to fo!1o~ the~ procedures and fee schedule. If your su~mittal is t~ the'BCSD, our standard ~pplic;ation process wlll need to be followed. . .... I: : " ':1 hereb~ aclcnow/edge that this application is not a Building Permit. nor does it authorize ille start of construction. i~~~d~ ///V/p: ~f~t S~ture o. : /'7 D~ /o : ! Bujlduig Codes aod-S~cls Division, 408 Metro Square Building, 12J 7'11 Place East, Sl P~ul,'MN SS101~2181 I Voice: 651.296.4639; Fax: 651.297.1973; lTY: 1.800.627.3529 and askfor296.9929 I I OJ I I I ~ .- .. ................. . .," . . ~ - . . ~ - - . . . . . ISO #719 - Prior lake Schools District-wide Upgrades SUMMER 2001 GRAINWOOD / Replace Roof/SoffiUFascia · Replace Sidewalk · Food Prep Cabinets/Cooler Leaks · Security/lighting · Upgrade Stage Lights / Office Addition/Remodel 0. Air Conditioning ./... Replace Doors Replace Corridor Carpet · Update Gym Lighting / Update Gym Restrooms Subtotal Project Cost Grainwood Wold Architects and Engineers . July 18, 2000 March 7. 2000 Pre-Referendum Proiect Cost $ 2,751,000 Construction Cost ~ ., a, (~ \;~ ...... > ....-. ...'::C- C,... '--) (~~ ~:~ ~,; ~ -'c."; \ ,-0 '~~i. ~'.:..~ Co; Irl ~;0. r? --.. /' 0..... ,.., . 0--::'.' tJ.... -:"'" ~ ~ $ 2,368,000 July 25, 2001 Mr. Ted Schweich Bosshardt Co~oration 8585 West 78 Street, Suite 100 Minneapolis, Minnesota 55438-1094 Re: Grainwood and Five Hawks Elementary Schools Dear Mr. Schweich: ,I know that the school district's top priority is to complete the Grainwood and Five Hawks Elementary School improvement projects no later than September 4, 2001 (the first day of school). From the city's pc,J..:lyective we want to do everything we can to assist. We are working hard to assure that the Frogtown street improvement project is completed within the original timelines. From a recent tour of the buildings, 1 am concerned that the work may not have progressed sufficiently for you to meet the September 4th opening. 1 want to work with you to formulate a plan for completion of all necessary work in order that parents, administrators, teachers and students may occupy the building. Please contact me as soon as possible at 952-447-9851 so that we can create such a plan. Sincerely, \ Robert . Hutchins Building Official cc: Dr. Less Sonnebend, ISD #719 Dan Mehleis, ISD #719 Prior Lake City Council Frank Boyles, City of Prior Lake 16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNm' EMPLOYER ,v , I. II BOSSARDT CORPORATION Professional Construction Managers MEMORANDUM DATE: July 9,2001 TO: Erik Kaske, George f. Cook Construction Chuck Kruger, K & K Fabrication, Inc. Dan Dufek, KMH Erectors, Inc. Tom Nieman, Nieman Roofmg CV.lllpany, Inc. Tim Haglin, Thelen Heating & Roofmg, Inc. Todd Iverson, Project Engineer f FROM: RE: GRAINWOOD ELEMENTARY SCHOOL PROPOSAL REQUEST NUMBER G-7 Please fmd enclosed Proposal Request (PR) Number G-7, dated July 2, 2001, as issued by Wold Architects and Engineers for work on the above referenced project. Please review this PR for revisions to your contracted work and provide us a written response to this request by Julv 13. 2001. If there is a cost impact you must respond to each item separately with a detailed labor and materials breakdown. If there is no cost impact, indicate this in your response. We will assume there is no cost impact to your contract for the revisions contained in this PR if pricing is not received by the stipulated date. This is not an authorization to proceed with this work. Bossardt Corporation will contact your firm with an authorization to proceed after your response has been reviewed and approved by the Project Team. Please contact our office with any questions you may have regarding this PRo TI:jsb Enclosure cc: Dan Mehleis, ISD #719 John Girgen, Be Steve Kilmer, Be Ted Schweich, BC File 0004-02.636 F:\2000\OO04-01\6CONTADM\3CHG&REQ\PR-GW\PRG- 7.doc 8585 West 78th Street · Suite 100 . Minneapolis. MN 55438-1094 . 952-831-5408 . 800-290-0119 . Fax 952-831-1268 . www.bossardt.com r-"f 11..~ Ai. ... ~~!!.~ ] - - -- . ... DJSTRJBlJIlON: ;iDan Mehleis_ ISO #719 )( Steve Norberg, Dunham "f'i Dan Johnson, II . )I(. Grea Neva _ II "Ii( Dan Saxton, II " Nick IQle, II ~ Gre~ Green 1 e.v , BKBM l( Dan Johnson, f\JA 'f( Scott . McQueen , , WOLD ~Michael Smutny, WOLD ".. PROJECT: lSlLfI]1!LPJUOR1AKEI SAY,8fiE ,._-::. ,.0 I ~ T.RI.C.IWJDE TO BOSSARDT ATTN: TODD IVERSON 8585 WEST 78TH STREET MINNEAPOLIS, MN 554~8 Submit an itemized (labor and material) quotation for the proposed modificationsto the contract documents as described herein within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional cost. Written approval is required prior to pr_ ~_ _ding with this change. Cost Expectations: 0 Deduct 0 No Cost 0 Add $ ITEM: 1~ DESOl.u- uv.~: r:ze.Jr...c. ~~aul2.PL- ~~rl)II:::-l. ~e.. i<..-rll.-"5 Z, ~'"\U-\\ ~ -n.\6- J::aru ~ \ \e:..o ~IL~ , Arr~"", ~ lO~Lld- ':..~:' "J 'I. \\', 'II. :\K' :111 1YO' '\",E',;r:-':I-J:K..< .'055'1'. I'HER STREET ST. PAl'l..~1N SSIO~ 651.217.m3 r.u: 651.223.5646 15SoL'lHGRO\'ESTRa"T Sl'ITESOO ELGf.'i,IL 60120 847.608.1600 FAX 847.608-2654 PR # ~~ CoMM. #' 00087 CoNST.PACKAGE ~~ .-\Do- ISSUED BY: DATE: 7.~.eL ---.--.-.- ---- Ir"I"~~ I.. 1 .'- !:i6l" BOSSARDT CORPORATION Prrifessional Construction Managers MEMORANDUM DATE: July 3, 2001 TO: Michael Frantz, Donald R. Frantz Concrete Guido Gliori, Grazzini Brothers & CVUI.}'any Stuart Johnson, Minnetonka Plumbing Company, Inc. Arvid Halvorson, Northern Woodwork, Inc. Michael Meland, Specialty Sales Service, Inc. Todd Iverson, Project Engineer ~ FROM: RE: GRAINWOODELEMENTARYSCHOOL ARCmTECT'S SL..: 1.....EMENTAL INSTRUCTIONS #G-2 Enclosed please find a copy of the Architect's Supplemental Instructions (ASI) #G-2 dated June 26, 2001, for work on the above referenced project. We request that you review and incorporate this ASI into your contract documents. Thank you, and please contact our office with any questions or comments. TI:jsb Enclosure cc: Dan Mehleis, ISD#719 John Girgen, BC . Steve Kilmer. BC Ted Schweich, BC File. 0004-02. 634 F:\2000\OOO4-01\6CONTADM\3CHG&REQ\ASI-GW\G-2.doc 8585 Wesr 78th Srrar . Suite 100 . Minneapolis. MN 55438-1094 . 952-83/-5408 . 800-290-0]/9 . Fax 952-83]-/268 . II'ww.bo.l'sardt.com ..r--c.... ~,),. .L ~j!!.f'.~ o ... PROJECf: lSU 1I1.l!l..PRlOR J"AKE/SAY.A~_E.:.: JU~l]UJT WIPE - ---- . - BOSSARDT ATTN: TODD IVERSON 8585 WEST_78TH _~I~EEJ_ __..._ __ __'____ MINNEAPOLIS, MNoo 55438 TO: This no COst change is to be carried out in accordance with the following modifications [0 the contraa documents described herein. If this change effects cost, do not proceed with this change. Notify the Architect in writing within 10daysof receipt that an itemized (labor and material) quotation will besubmined within21 days of initial receipt of this Supplemental 51 Instruction. H a COst is not submitted within 21 days, this Supplementallnstruaion will be accepted at no additional cost. DISTIUBtJnON: ~ Dan Mehleis. ISO #719 J( Steve Norberg, Dunham )c5 Dan Johnson It "flf' Grea Neva. II f Dan Saxton, It VNicl< Iqle. It )t Greq Greenley, BKBM )( Dan Johnson, AJA ~ Scott. McQueen, WOLD ~Michael Smutny, WOlD ITEM: :2-A- DESCRIPTION: Pr'-lr:..:c:.. 1'"O\L-~"- ~Mc:;, I ~ l~ ~ .,A1J ~ ~~\c., -,~~.. ",- A 1T AOiMENTS: fC,~'<;. YUI 9Q ~~'bK{:~:=l DATE: .(R. '2-(,. ~ I --------- ISSUED BY: 9IH ARCHITECTS AND ENGINEERS .}L OOJ -,; W. 'I J I :\H( J 11'1'1< :I~ .\:'-.I.l'.:-;CI:\:fHIS 305ST.PF.TF.RSTRH'J' ST,PAl'I..MN 55102 651.227.7773 I'M'; 651.223.564u 25SolrnIGRoVlSnu"ET SUITF.500 ELGIN,IL 60110 847.608.2600 FAX 847.608-26S4 1/ G,-Z Cc:>>.1. # 00087 CoNST.PACKAGE ~ ... ~t.1~ 'I t1. j ---. BOSSARDT CORPORATION Plvfessional Construction Managers MEMORANDUM DATE: June 12, 2001 TO: FROM: Jeff Lang, The Retrofit Companies Todd Iverson, Project Engineer -77 GRAINWOOD ELEMENTARY SCHOOL PROPOSAL REQUEST NUMBER G-6 RE: Please fmd enclosed Proposal Request (PR) Number 0-6, dated June 8, 2001, as issued by Wold Architects and Engineers for work on the above referenced project. Please review this PR for revisions to your contracted work and provide us a written response to this request by June 19. 2001.. If there is a cost impact you must respond to each item separately with a detailed labor and materials breakdown. If there is no cost impact, indicate this in your response. We will assume there is no cost impact to your contract for the revisions contained in this PR if pricing is not received by the stipulated date. This is not an authorization to proceed with this work. Bossardt Corporation will contact your frrm with an authorization to proceed after your response has been reviewed and approved by the Project Team. Please contact our office with any questions you may have regarding this PRo TI:jsb Enclosure cc: Dan Mehleis, ISD #719 John Oirgen, BC Steve Kilmer, Be Ted Schweich, BC F:\2000\OOO4-OI \6CONTADM\3CHG&REQ\PR-GW\PRG-S.doc 8585 West 78th Street. Suite /00 . Minneapolis. MN 55438-1094 · 952-831-5408 . 800-290-0119 . Fax 952-831-126R . www.bossardt.com ~~ 6' ~ 4- ~l!!l~~ / [] - - ----..-. - . ... I DISlRIBUTION: ~Dan Mehleis. ISD #719 ~ Steve Norberg, DUnham A Dan Johnson II ~ Grea Neva. II ,JI Dan Saxton, II ,;' Nick Iqle, tl ~ GreQ Greenley, BKBM ~ Dan Johnson, AJA JI' Stott '.McQueen, ' WOLD ~Michael Smutny, WOLD ",. ..,-'.... PROJler: lSU..#1.19_,.PJUo.R. lAKE/ SAY..8G.E .-=,. QlSJBlC.LW IOE TO BOSSARDT ATTN: TODD IVERSON 8585 WESt 18TH STREET MINNEAPOLIS, MN 55438 Submit an itemized Qabor and material) quotation for the proposed modifications to the contractdocumentsas described herein within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request Qn be accepted at no additional cost. Written approval is required prior to proceeding with this chane/' Cost Expectations: 0 Deduct 0 No Cost ~Add $ Jlk\ I? '-':J-()I ~ (; ..1 \X', 'III AIt<:I IITI,<:I" ,\:\11 E,,(;I "...."RS _~os ST, PETER STREET ST.I'WI..MN 55102 651.217.7773 I',o,x 651.223.5646 15 SoulHGROVESTREET SUTru500 ELCIN.Il (,01.20 847.608.2600 FAX 847.608-2654 #6-~ COMM. # 00087 CoNST.PACKAGE PR :L D~A"'~ ~.4"/~~./ ~~.;.j A.. _ ~~ Jt""~ ~~- _ - ," A'ITAOlM~: 6'/~ ~..". ". ISSUED BY; ~ft't DAre ~~I . ~I.~ ~tlt] j ~ III....."..... ~ BOSSARDT CORPORATION Plvfessiollal Construction Mallagers MEMORANDUM DATE: May 25,2001 TO: Michael Frantz, Donald R. Frantz Concrete James Lloyd, Lloyd Excavating, Inc. Stuart Johnson, Minnetonka Plumbing Cu~pany, Inc. Tom Nieman, Nieman Roofmg Company, Inc. Tim Haglin, Thelen Heating & Roofing, Inc. Jeff Lang, The Retrofit Cu.o.upanies Todd Iverson, Project Engineer ~ FROM: RE: GRAINWooD ELEMENTARY SCHOOL PROPOSAL REQUEST NUMBER G-2 Please fmd enclosed Proposal Request (PR) Number 0-2, dated May 16, 2001, as issued by Wold Architects and Engineers for work on the above referenced project. Please review this PR for revisions to your contracted work and provide us a written response to this requestby June 7.2001. If there is a cost impact you must respond to each item separately with a detailed labor and materials breakdown. If there is no cost impact, indicate this in your response. We will assume there is no cost impact to your contract for the revisions contained in this PR if pricing is not received by the stipulated date. This is not an authorization to proceed with this work. Bossardt Corporation will contact your firm with an authorization to proceed after your response has been reviewed and approved by the Project Team. Please contact our office with any questions you may have regarding this PRo TI:jsb Enclosure cc: Dan Mehleis, ISD #719 John Girgen, BC Steve Kilmer, BC Ted Schweich, BC File 0004-02.636 F:\2000\OO04-01\6CONTADM\3CHG&REQ\PR-GW\PRG-l.doc 8585 West 78th Street. Suite 100 . MiJ/neapolis. MN 55438-1094 . 952-831-5408 . 800-290-0119 · Fax 952-831-/268 . II'wlI'.hossardt.com ,...,.~ ...t '" ~j!!~ .. II.~ ;llUj ...-~ BOSSARDT CORPORATION Prr!fi<ssional Construction Managers MEMORANDUM DATE: May 22,2001 TO: Jeff Lang, The Retrofit Companies FROM: RE: Todd Iverson, Project Engineer -rr GRAINWOOD ELEMENTARY SCHOOL PROPOSAL REQUEST NUMBER G-l Please fmd enclosed Proposal Request (PR) Number G-1, dated May 16, 2001, as issued by Wold Architects and Engineers for work on the above referenced project. Please review this PR for revisions to your contracted work and provide us a written response to this request by Mav 28. 2001. If there is a cost impact you must respond to each item separately with a detailed labor and materials breakdown. If there is no cost impact, indicate this in your response. We will assume there is no cost impact to your contract for the revisions contained in this PR if pricing is not received by the stipulated date. This is not an authorization to proceed with this work. Bossardt Corporation will contact your firm with an authorization to proceed after your response has been reviewed and approved by the Project Team. Please contact our office with any questions you may have regarding this PRo TI:jsb Enclosure cc: Dan Mehleis, ISD #719 John Girgen, Be Steve Kilmer, BC Ted Schweich, BC File 0004-02.636 1 . F:\2000\OO04-01\6CONTADM\3CHG&REQ\PR-GW\PRG-l.doc 8585 West 78th Street · Suite 100 . Minneapolis. MN 55438-1094 . 952-831-5408 . 800-290-01/9 . Fax 952-831-1268 . www.hossardt.coln ~-e.=.t. .. .~l;;i~~ r' '. ' I~.ib~ 4JIJ ---~ BOSSARDT CORPORATION Professional Construction Managers MEMORANDUM DATE: May 22,2001 TO: John Sheedy, Multiple Concepts Interiors Todd Iverson, Project Engineer -Ii FROM: RE: GRAINWOOD ELEMENTARY SCHOOL PROPOSAL REQUEST NUMBER G-3 Please find enclosed Proposal Request (PR) Number G-3, dated May 16, 2001, as issued by Wold Architects and Engineers for work on the above referenced project. Please review this PR for revisions to your cvuuacted work and provide us a written response to this request by Mav 28. 2001. If there is a cost impact you must respond to each item separately with a detailed labor and materials breakdown. If there is no cost impact, indicate this in your re&ponse. We will assume there is no cost impact to your contract for the revisions contained in this PR if pricing is not received by the stipulated date. This is not an authorization to proceed with this work. Bossardt Corporation will contact your firm with an authorization to proceed after your response has been reviewed and approved by the Project Team. Please contact our office with any questions you may have regarding this PRo TI:jsb Enclosure cc: Dan Mehleis, ISD #719 John Girgen, BC Steve Kilmer, BC Ted Schweich, BC File 0004-02.636 F:\2000\0004-o1 \6CONT ADM\3CHG&REQ\PR-GW\PRG-3.doc 8585 West 7&11 Street. Suite 100 . MillIleapo/i.l'. MN 55438-1094 . 952-831-5408 · 800-290-0J19 . Fax 952-831-1268 . www.bo.l'sardt.co/11 ~-::. $ ,. A ~J"l~ 'r ':.- ] """ - ..... - = ... DISTRIBUTION: ,J;i(1lan Mehleis. ISO #719 ~Steve-Norberg, Dunham fl Dan Johnson II ~Grea Neva. II ,;(.oan Saxton, II A Nick IQle. " Ilf GreQ_ Green 1 ev , BKBM jif Dan Johnson. AJA .r:fScott McQueen, WOLD ,e(Michael Smutny, WOLD .,.. PROJECl. .lSlL-11l19 PRIOR_lAKELSAY-AGJ~ ~~__,:.S.TRI CI,WIP_~ TO BOSSARDT ATTN: TODD IVERSON 8585 WEST 78TH STREET MINNEAPOLIS. MN 55438 Submit an itemized (laborand material) quotation for the proposed modifications to the contract documents as described herein within 21 days of receipt. If a cost is not submitted within 21 days, this PropoS21 Request can be accepted at no additional cOSt. Written approval is required prior to proceeding with this change. Cost Expectations: 0 Deduct 0 No Cost 0 Add $ ITEM: DESCRIPTION: iV'\}\'( .' !tH \,,\ '1.11 ARC! IITt.crs ,\'-;1) E:-;(;I:-';I'J~~ 305 ST. PETER STREET S1'.PMII.,MN 55102 651.227.m3 FAX 651.2:!3.5646 25SoL'lliCRO\'ESl'REET Sl'ITE 500 ELGIN,IL 60120 847.608.2600 FAX 847.608-2654 PR #6-3 CoMM. # 00087 CaNST. PACKAGE 4:;rp~ ~ ~'.2~7 i/d,~"" ~~ /;' /J~ ~ ;Vpn-/~ ~ ~~~ / 2. /~~4- t GL2110. A,L R,;/JrI c? .:2;J,.#. ~~~ An AOIMENTS: -..------------------------ ----~------_.....- ~-;------ .--------------- _on, _________ /#~~LA~_ ' DAn;: 5ft~/~_/,-_ / .. / --~-''-!'7n-= ARCHITECTS AN ENGINEERS ISSUED BY: . __~.I jl -I' , iii ~J , -~jj BOSSARDT CORPORATION Professional Construction Ma1Ulgel:~ MEMORANDUM DATE: May 22, 2001 TO: Erik Kaske, George F. Cook Construction Arvid Halvorson, Northern Woodwork, Inc. FROM: Todd Iverson, Project Engineer --t1 GRAINWOOD ELEMENTARY SCHOOL PROPOSAL REQUEST NUMBER G-4 RE: Please fmd enclosed Proposal Request (PR) Number G-4, dated May 16,2001, as issued by Wold Architects and Engineers for work on the above referenced project. Please review this PR for revisions to your contracted work and provide us a written response to this request by Mav 28, 2001. If there is a cost impact you must respond to each item separately with a detailed labor and materials breakdown. If there is no cost impact, indicate this in your response. We will assume there is no cost impact to your contract for the revisions contained in this PR if pricing is not received by the stipulated date. This is not an authorization to proceed with this work. Bossardt Corporation will contact your firm with an authorization to proceed after your response has been reviewed and approved by the Project Team. Please contact our office with any questions you may have regarding this PRo TI:jsb Enclosure cc: Dan Meh1eis, ISD #719 John G~gen, BC Steve K1ilmer, BC Ted Schweich, BC File 0004-02.636 F:\2000\0004-01\6CONTADM\3CHG&REQ\PR-GW\PRG-4.doc 8585 ~Vt:'st 78th Street . Suite 100 . Minneapolis. MN 55438-1094 . 952-831-5408 . 800-290-0119 .' Fax 952-831-1268 . www.bossardt.conl ;-"C -... ~.L ~ ~A\'id.~ I' D ... - ...... - . .... I DlSTRIBunON: )loan Mehleis, ISO #719 ~Steve Norberg, Dunham )( Oan Johnson .. )if Grea Neva. .. ]2( Dan Saxton, .. )( Nick Iqle. II ~ Grea Greenley, BKBM y Dan Johnson. ~JA 'fI( Scott. McQueen, WOLD )'Michael Smutny, WOLD "91 ;\':: ,y,.' ! ~ \X"'I.1)AK(:III'IH~rS ,\ 0'\1 ) E:\(; I :\1:Joll,S PROJEC t. lSJL/Il19 PlnOR_LAKE/ SA_'lAG.E _ ~__,=,.lSJR I CT_~_H)E TO: BOSSARDT ATTN: TODD IVERSON 8585 WEST 78TH STREET MINNEAPOLIS, MN 55438 .'05 ST. PETER STRF.ET ST.P.wl.,MN 55102 651.217.m3 FAX 651.2:!3.5646 15 SounlGROVESl'REI,T Sl:mSOO ElGIN,IL 60120 847.608.2600 FAX 847.608-2654 # (;.- 4 CoMM. # ob087 CaNST. PACKAGE Submit an itemized (labor and material) quotation for the proposed modificationsto the contract documents as described herein within 21 days of receipt. If a COst is not submitted within 21 days, this Proposal Request can be accepted at no additional cost. Written approval is required prior to proceed.~n~ with this change. PR Cost Expectations: a Deduct J2{No Cost a Add S ITEM: 3. \ DESCRIPTION: ~iS.E- ~WO~ ll--i i2-0C?M 6: lLO T1-l ~ .A.. T\ ~C::--D F=C,K: \ c;, -4 d-- 1f z::; J . t76-e- -- -- .-- - -------.--.------ ARCHITECTS '!' DATE: TO: FROM: RE: b ~iie~~ )1~ IU'.. BOSSARDT CORPORATION PlVfessioflal Construction Managers MEMORANDUM May 22, 2001 Thomas Dean, Architectural Sales of Minnesota . Chuck Kruger, K & K Fabrication, Inc. Dan Dufek, KMH Erectors, Inc. ,)tuart Johnson, Minnetonka Plumbing Cvu.opany, Inc. Tom Nieman, Nieman Roofing Company, Inc. Jeff Knopik, Siemens Building Tech., Inc. lI'im Haglin, Thelen Heating & Roofmg; Inc. 1eff Lang, The Retrofit Cv~panies !fodd Iverson, Project Engineer -7l GRAINWOOD ELEMENTARY SCHOOL .PROPOSAL REQUEST NUMBER G-5 Please find en~losed Proposal Request (PR) Number G-5, dated May 17,2001, as issued by Wold Architeclis and Engineers for work on the above referenced project. Please review ~s PR for revisions to your COuuacted work and provide us a written response to this request ~y Mav 28. 2001. If there is a cost impact you must respond to each item separately witI1 a detailed labor and materials breakdown. If there is no cost impact, indicate this in your re~onse. . We will assum e there is no cost impact to your contract for the revisions contained in this PR if pricing is not received by the stipulated date. ! This is not an authorization to proceed with this work. Bossardt Corporation will contact your firm with an a1l1thorization to proceed after your response has been reviewed and approved by the Project Te~. Please contact ~ur office with any questions you may have regarding this PRo TI:jsb Enclosure cc: Dan Mthleis, ISD #719 John Girgen, BC Steve Kilmer, Be Ted Schweich, BC File 0004-02.636 F:\2000\0004-01 \6CONTADM\3CHG&REQ\PR-GW\PRG-S.doc 8585 West 78th Street . Suite JOO . Minneapolis. MN 55438-1094 . 952-83J -5408 . 800-290-0J J9 . Fax ,)52-83J-J268 . www.bossardt.com ~~ I:f ~ J;. .~J!!~d D ,.. - --- . - DJSTRlBunON: o Dan Mehleis, ISO #719 o Steve Norberg, Dunham o Dan Johnson II o Grea Neva. II o Dan Saxton, II o Nick IQle. II o GreQ Greenley~ BKBM o Dan Johnson. AJA o Stott Mcqueen, WOLD c Michael Smutny, WOLD '''I PROPOSAL REQUES PROJECT: lS_D__.#]l9.....P.RIQR._LA..KEISA!lAG.E.~u: p, ts.. TBICI WIPE TO: BOSSARDT ATTN: TODD IVERSON 8585 WEST 78TH STREET MINNEAPOLIS, MN 55438 Submit an itemized (!abound material) quotation forthe proposed modificationstothe contract documents as described herein within 21 days of receipt. If a cost is not submitted within 21 days, this Proposal Request can be accepted at no additional COSt. Written approval is required prior to p. ~ ~~"ding with this change. PR Cost Expectations: 0 Deduct 0 No Cost 0 Add S hi:: D~/"""'~ MAy 2 2 :).0.. . Cot I ,"', 'I lIAR' :I un:n-s ,\ :\1) E:\';I :>:IT.Il" .\05ST. PETER STREET ST.PMII.,MN 55102 65\.127.m3 FAX 65\..223.5646 .25So1I1HGROVESTREI,,. SlJTTE 500 ElGIN,IL 601.20 847.608.2600 FAX 847.608-2654 Nb.;:L Ca.tM. N 00087 . CaNST.PACKAGE ~U"d4A/~ /h'/.J/1-".J ~ ~~ I //r~~ -6- .$;~~ ,. / # ( ~.b~A~ 7S /J?W~ ~~ L41A~n 2.. - ~.I~;;~ b/~ ~y ~~ ~ /o/~I. (~~ ~ #~?;) J. ~ ..6'~A~ " R444.J<.. .f~Alb~ ~ A~~~ 4 /4-W'/~~. (~-~ ~4~) - . ) A'ITAOiMENB: a" .,~ 1I11J1~,-.I!J~lI ~(//JL/ALJ-t/A. )tI-L,~;4 J2./ /-~~1.. .' fi2/ ~-z7-b-~~:,-~/~ A1~4_- _-.~/.I r--J/SJ!../-+-J~1/.L_.-__-- ._________----- -~~~..d~ Om, $rI~!.u- ----- ARCHITECTS AND ENGINEERS ISSUED BY: 'IV, ~v, v... ..........v &''&'" , _... u~u ............ .~ 81'''''',. ' ,....;. .;.ftp.fH ,.11 CIWUf~~ , . ~ ' 5930 Brooklyn Boulevard Minneapolis. MN 55429-2518 (763) 843-0420 Fax: (763) 843-0421 E-mail: bkbm@bkbm.com MEMORANDUM TO: Mike Smutny, Wold FROM: Greg Greenlee DATE: May 16,2001 SUBJECT: Prior Lake - Savage Area Schools RE: ASI for Grainwood Elem..;.ul.:.ry Canopy Column The bottom qfbase plate elevation for the type Cl column should be 99'-2 W' as noted in the steel shop drawin$S "t'.t':&'V led 4/26/01. The top of structural pier elevation should be 99'-1 W' as noted on the contract documents. Galvanized anchor bolts should be used. A scallop shaped architectural pier shall extend llv&a& the top of structural pier to elevation 100'-6". The shape otthe sca.11op shaped architectural pier should be as shown in detail 23BI3-lg in the contract dOcQments. The scallop shaped architectural pier should bereinforcedwith W6x6 - Wl.4 x Wl.4 weld~ wire fabric centered in the scallop shape su.....u,.mding the steel columns. The top of the scallop shap~ architectural pier should be slightly domed to allow for water drainage. The concrete! sidewalk. surrounding the' column shall be thickened similar to detaiI24/S2.1 to cover the base plate and anchor bolts. BKBM ENGINEERS An Equal Opportunity Employer 04/18/01 14:17 FAX 651 223 5646 WOLD ARCHITECTS iii 002 April 18, 2001 305 ST. PETER STREET ST. PAUL. MN 55102 651.227.7773 FAX 651.223.5646 UJQLD Robert Hutchins City of Prior Lake 16200 Eagle Creek Avenue South East Prior Lake, Minnesota 55372-1714 25 SOUTH GROVE AVENUE SUITE 500 ELGIN.IL 60120 847.608.2600 FAX 847.608.2654 Re: Independent School District #719, District Wide Upgrades Commission Number 00087 WWW.WOLOAE.COM MAIL@lwOLOAE.COM The following is our response to your plan review letter dated March 16, 200 I. Code Letter Comments: General Comments 1. Separate t' w.....its for Building. Plumbing, HV AC, and sprinklers required. 2. Electrical permits will be required from the Minnesota State Board of electricity. 3. Submit sprinkler plans designed by licensed contractor/designer. May be submitted at a later date. 4. Automatic shutoff required in air handling units in excess of 2000 CFM. 5. UMC 1009 (a). See section 16721. 6. Fire/smoke dampers to be tested at final installation. 7. A licensed sprinkler contractor for compliance must evaluate sprinkJer system. UFC 1001.5.1 report of inspection will be required. 8. Sht SO.I: Concrete footings is greater than 2500 psi and requires testing. UBC 1701.5 1 excp. 2. 9. Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. See enclosed. Response: The above comments are duly noted and wiD be adhered to. Grainwood Code Comment: I. Will play ground and parking lot be open during Phase II construction? Response: 1. The site and building will not be open to the public during summer" :' " construction. No construction materials are intended to be stored outside of the construction fence. Code Comment: 2. A S.A.C. determined for the addition must be completed by the Metropolitan Waste Control Commission. Contact Jody Edwards at 651.602.1113. Respoue: 2. Attached is a letter:, ..... Jodi Edwards. No S.A.C. units are charged. E,,,.I 0""''''''1] brill.]" - -- - 04/18/01 14:17 FAX 651 223 5646 WOLD ARCHITECTS laJ 003 Letter to Robert Hutchins Page Two Code Comment: 3. Submit Energy Envelope Calculations for new roof. Response: 3. The roof will have an average R value of 23.5 or greater. The roof design has a 3" isocyanurate base with a!J.." tapered slope. Code Comment: 4. Sht M3.01: At what elevation is 10/10 return at circulation 00301 Response: 4. The ductwork will be installed above the ceiling. Code Comment: 5. RTU 11, RTU 12: No combustibles allowed in new office remodel return air plenum Response: S. The return air is ducted. Code Comment: 6. Detail 7b/4-3G: is floor slab structurally sound after cutting new tunnel access? Documentation from structural engineer to follow. Response: 6. Floor cut has been reviewed by the structural engineer and will be structurally sound. Structural wire follow up with a detail. Code Comment: 7. Install manual fire alarm pull station in room Fl13 Circulation in L......,~ of rooms F 1 OS Principal. Response: 7. The electrical engineer will add a fire pull as reque-sted. Westwood Elementarv School: Code Comment: 1. Detail3/Cl.l: Proved location ofC.B. in proximity to building foundation. Protect building foundation from frost. 42" separation required. MSBC 1300.5500. Response: 1. The civil engineer wiD revise the design as requested. 04/18/01 14:18 FAX 651 223 5646 WOLD ARCHITECTS laJ 004 .. L..u.... to Robert Hutchins Page Three Code Comment: 2. Provide access to RoofTop Units. MSBC 1346.710 Response: 2. A}>, .....osal request will be issued to provide a ship ladder or straight ladder at the roof to service the gym unit located at the gym roof. There exists a ship ladder to the roof of the classroom areas. Five Hawk Elementarv School: Code Comment: I. No combustibles allowed in new office remodel return air plenum. Respo.nae: I. The return air is a ducted return. Code Comment: 2. Install manual fire alarm pull station in room FILS Reception in front of room FI06 Principal. Response: 3. The electrical engineer will provide a fire pull as requested. The type "A" light fixture at rooms F012, FOlB, F01?, and F006 will be revised to type "AI" light fixtures. Code Comment: 3. Provide exit and emergency lighting in room FI72 Cafeteria. Response: 4. The electrical engineer will verify if there are any existing exit lights or emergency lights in the cafeteria as this was completed in 1996. If there are none then they will be added as requested. Code Comment: 4. Install emergency lighting in Area "C" rooms and corridors. Response: 5. The drawings call for emergency light fixtures in corridor area "C". The mechanical engineer will add emergency lighting in the classrooms. lIaJuting DenartmeDt Comments: 1. Screen rooftop equipment per City Code 1107.2202 (1) with one of the following methods: 2. A parapet wall 3. A fence or screen. The height of which extends at least 1 foot above the top building. 04/18/01 14:18 FAX 651 223 5646 WOLD ARCHITECTS ~005 ~ ... i Letter to Robert Hutchins Page Four 4. The roof equipment shall be painted to match the roof facing material of building. S. Grainwood Chiller shall be entirely screened :fi Ull> offsite views. City Code 1107.2202 (4). Response: l All new rooftop eql.:......ent will be painted. At Grainwood a proposal request will be added to provide a rock face block wall to screen the chillers in lieu of the chain link fence. The detail would be similar to the Westwood design. Please call if you have any questions. Sincerely, WOLD ARClu1 nCTS AND ENGINEERS /~Mt#r~ chael Derrig V Tedd Schweich, Bossandt Corporation Dan Mehleis, Independent School District #719 Greg Greenley, BKBM Dan Johnson. Anderson-Johnson Associates Dan Saxton, Dunham Associates Dan Johnson, Dunham Associates Greg Neva, Dunham Associates Steve Norberg, Dunham Associates Nick Igel, Dunham Associates Scott McQueen Michael Smutny relOO087111pri1D 1 P.1/4 :w'; ST. PETER STRI!!::T ~~'. P,\1I1,. MN ~~1112 65 I ,'1.27.7773 p^ K 651.223. 564Ci J APR 13 '01 11:02AM WOLD ARCHITECTS ~\ ,.". R_ ,. .. .." _...._. .._._... ,...-.--------..--- 4 :: ; : :'\ r r-'i!1 ;'7"" ~ I: I'~ I I I, 'I' , ,J i : . '1 I : ;.' ,: " :, I ,~-> ,', :! r', 1'1 , "'-' I;' :,Or' ' ' t..~:~.:~.~..-J ~:!::."" ftc:x..v LV ,'-<..- 1.\ ~ 'f1k>l~ ' April 13, 2001 Robert Hutchins City of Prior Lake 16200 Eagle Creek Avenue South East Prior Lake, Minnesota 55372-1714 15 Snl).,'H C.;:WVl; ^Vr.N1J/; SUITE .500 I:!:I,.C;Ir<, IL 60l7..0 IH7.6118.2600 f,AX 1147.GU8.26H WWW.WlIl.ll^L'"cnM ,"f^'LtPWOl.O^Li.(;OM ke: Independent School District #719, District Wide Upgrades Commission Number 00087 The following is our response to your plan review letter date March 16, 2001. Code Letter Comments: General Comments I . Separate permits fot Building, Plumbing. HV AC, and sprinklers required. 2. Electrical permits will be required from the Minnesota State Board of electricity. 3. Submit sprinkler plans designed by licensed contractor/designer. May bo submitted at a later date. 4. Automatic shutoff required in air handling units in excess of 2000 CFM. S. UMC 1009 (a). See section 16721. 6. Fire/smoke dampers to be tested at final installation. 7- A licensed sprinkler contractor for compliance must evaluate sprinkler system. UFC 1001.5.1 repurt of inspection will be required. 8. Sht SO.I: Concrete footings f'c is greater than 2500 psi and requires testing. UBC 1701.5 1 excp, 2_ 9, Submit the Structural Engineers requirements for Special Inspections UBe 1701.5. See enclosed. Response: The above comments are truly noted and will be adhered to. Grainwood Code Comment: 1. Wilt play ground and parking lit be open during Phase n construction? R~oD.e: o The site and building will oot be open to the public during summer constructiOIl. Code Comment: 2. A S.A.C. determined for the addition must be completed by the Metropolitan Wa~tt= Cuntrol Commission. Contact Jody Edwards at 6S ] .602.1113. Rewonse: .v2. Attached is a letter trom Jodi Edwards. No S.A.C. units are charged. ~ ~ /1{ 11,0\ E,ul 0,,,.,,,,,,;,, n""l.,rr \ I II, I I \ . I' I- 'I I I , - APR 13 '01 11 :02AM WOLD ARcHITECTS P.2/4 Letter to Robert Hutchins Page Two I To A~,) fI iJ(/oI , I It f5 f'I1 ~ Code Comment: 3. Submit Energy Envelope Calculations for new roof. .R~bse: (51 The mofwill heve an Jl. v&J... of23.5. tz'{, !ll<-1,k,tI Code ConllneDt: 4. Sht 110.01: At wb&t eJenti"" is 10110 -.., at circu/etion 00301 Re~Dk: . V4. The cluctwod will be insta!led ebovethe "iling. Code COlDment: S. RTU lI, RTU 12: No COUIb...tibl.. all_ in new office _1-.., air plenum R-.,.onse: VS. Return air is ducted. Code Comment: 6. Derail 7b14- 3G: ;" fl_ &lab stnJcturaUy 'ound after culting new tunnel _? DJAAC.o>~ ~....: C>,pc- '-' m/!'Lr"l-r Id N ~ FI_ cut ho. been reviewo<! by lbe .m.ctunll engineer ODd will be structurally sound. Code Comb'lent: 7. Install "'anual f.... a1""" pull Stali"" hlmo", 1'113 Circulation hl front of rooms F J 05 Principal. Response: c:.. I. The civil engineer will revise tlle d~ign as requested. ItOl7 Y.6Pr i. Jcr.r. . ~w.ru:;S'~ ~,-)1.. ~ 15 :Ii,;? ? R~n'e: (]) The electrical engineer will add a fin, pull as requested. --- ~.-. ~ .- ----~----- , _estwo04 !;'eDlentarv ~bO?f) ---' "'- - ~. I. Detail 31C 1.I: Provo<! location of C.B. in proximity to buildin& 1O_i"". 1'- bUilding roundation fro", flO.!. 42" "_on tequi"'<l. MSBC 1300.5500. -- - ." - RPR 13 '01 11:03RM WOLD RRCHITECTS P.3/4 Letter to Robert Hutchins Page Three E f /6 I LA. '{~ r1v1 r-r~ -- lS Co~eDt: 'V~ 2. Install manu~l fire a.larm pull station in room F 118 Reception in ftont of room FI06 Principal. ~(? R~Dse: r.3/ The electrical engineer wm provide a fll'e pull as requested. The type "A" light fixture at rooms F012, FOIS, FOI7, and fOO6 will be revised to type "AI" light fixtures. ' Code Comment: 3. Provide: exit and emergency lighting in .....&AA fI72 Cafeteria. R~DSC: if The electrical engineer will verity if there are any existing exit lights or emergency lights in the cateteria as thjs was completed in 1996. If there are none then they will be added as requested. Code Comment: 4. Install em~rgency lighting in Area "c" rooms and corridors. Res~nse: (!y The drawings call for emergency light fix.tures in corridor area "C". The mccbani~al engineer will add emergency lighting in the classrooms. Planninc DeDartment Comments: 1. Screen roof top equipment per City Code 1107.2202 (1) with one of the following methodll: 2. A parapet wall 3. A fence or screen. The height of which extends at least 1 foot above the top building. 4. The roof equipment shall be painted to match the roof facing material of building. 5. Grainwood Chiller shall be entirely screened from offsite views. City Code 1107.2202 (4). {.. ~tv. Response: v{ All new rooftop equipment will be painted. (J) At Gr.linwood the chain link fence will be revised to an opaque chain line fence system. APR 13 '01 11:03AM WOLD ARCHITECTS P.4/4 'll Letter to Robert Hutchins Page Four Please call if you have any questions. Sincerely, WOLD ARCHITECTS AND F.NGINERRS ~l-) ~ cc: Todd Schweich, Bossandt Corporation Dan Mehleis. Independent School District #719 Greg Greenley. BKBM Dan Johnson, Anderson-Johnson Associates Dan Sutton, Dunham Associates Don Johnson, Dunham AssociatQs Bob Whitte, Dunham Associates Scott McQueen RblOOO1l7/11JlrilOl ~ Metropolitan Council Improve regional competitiveness in a global economy Environmental Services April 6, 2001 Bob Hutchins Building Official City of Prior Lake 16200 Eagle Creek Ave. PriorL~e, MN 55372-1714 Dear Mr. Hutchins: The Metropolitan Council Environmental Services Division has determined SAC for the Grainwood Elementary School Addition located at 5300 Westwood Drive SE within the City of Prior Lake. This project should be charged no additional SAC Units. It is the Council's understanding that no classrooms are being added with this project. If you have any questions, call me at 602-1113. sc~ a. ~ Jodi t Bdwards Staff Specialist Municip~ Services Section JLE: (355) 010406SD cc: S. Selby, MCES Judith Bergen, Bossardt Corporation www.metrocouncU.org Metro Info Line 602-1888 230 East FIfth Street . St. Paul. Minnesota 55101-1626 . (651) 602-1005 . Fax 602-1138 . TIY 229-3760 An Equal Opportunity EmplDyer March 16, 2001 Scott McQueen Wold Archi:ects and Engineerers 305 St.PeteI St. S1. Paul, MN 55102 RE: 2001 I$D #719 District Wide Upgrades Following ~e the results of the preliminary plan review for the 2001 ISD #719 District Wide Upgrades. <Dur review was based on the Minnesota State Building Code (MSBC) which adopted with amen$nents the 1997 Uniform Building Code (UBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341 and with requirements of the 1998 Minnesota State Fire Code (MSFC) which adopted with amendments the 1997 Uniform Fire Code (UFC). General C()mments 1. Sep~ate permits for Building, Plumbing, HV AC, and Sprinklers required. 2. Ele~trical permits will be required from the Minnesota State Board of Electricity. 3. Sub~it sprinkler plans designed by licensed contractor/designer. May be submitted at a later date. 4. Aut~matic shutoff required in air handling units in excess of 2000 CFtvt? 4(iJM~-ioo9-(a). See section 16721.--'-----'------._-'/- 6. FireVsmoke dampers to be tested at final installation. 8. J 7. Sprinkler system must be evaluated by a licensed sprinkler contractor for co~pliance. UFC 1001.5.1 Report of inspection will be required. I Sht 'SO.I: Concrete footings fc is greater than 2500 psi and requires testing. UBC 170~.5 I excp. 2. Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. See enclosed. Sptt:... f.oo14 0 \1 , 0 tN f-\I,..t- . Grainwood I. Will play ground and parking lot be open during Phase II construction? 2. A S.A.C. determination for the addition must be completed by the Metropolitan Waste Control Commission. Contact Jody Edwards at 651.602.1113. 16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER ( 3. Submit Energy Envelope Calculations for new roof. 4. Sht M3.01: At what elevation is 10/10 return at circulation G030? 5. RTU 11, RTU 12: No combustibles allowed in new office remodel return air plenum 6. DetaU 7b/4-3G: is floor slab structurally sound after cutting new tunnel access? 7. Inst~l manual fire alarm pull station in room FI13 Circulation in front of room FI05 Principal. Westwood 1. DetaJil 3/C 1.1: prov~ location of C.B. in proximity to building foundation. Protect building foundation dom frost. 42" separation required. MSBC 1300.5500. 2. Pro'1.ide access to RoofTop Units. MSBC 1346.710. De~" ttI~ ~rj( ~ A/tJr ~ ~~ ~~ MI'Cr4 s;.~~ Five Hawk$ I. No qombustibles allowed in new office remodel return air plenum 2. Inst~l manual fire alarm pull station in room F118 Reception in front of room FI06 Principal. 3. Pro\lide exit and emergency lighting in room F 172 Cafeteria 4. Ins~l emergency lighting in Area "c" rooms and corridors. , Hidden Oa~ and Senior High 1. No qomments. Planning qepartment comments: 1. Screen roof top equipment per City Code 1107.2202 (1) with one of the following methods: 2. A parapet wall 3. A fence or screen, the height of which extends at least 1 foot above the top building. 4. The iroof equipment shall be painted to match the roof facing material of building. 5. Gra~nwood Chiller shall be entirely screened from offsite views. City Code 1107.2202 (4). , The Engineering Departments comments will be forthcoming with the submitting of the permit application. If you have any questions call me at 952-447-9851. smc~ Robert D. Hutchins Building Official c.c: T. Schweich Bossardt, Inc. 2 . INN E 5 0 , A Protecting, maintaining and ,:" '1" ., ,.ing the health of all Mi,nnesotans I '< ' ~ t gl\)\)\ March 15,2001 . \'-" Mr. Theodore Schweich Bossardt Corporation 8585 West 78th Street Suite 100 Minneapolis, MN 55438 Dear Mr. Schweich: Subject: Plum1j)ing for Hidden Oaks Middle School Renovation, Prior Lake, Scott County, Minnesota, Plan No. 012206 The plans for th~ above-referenced project did not appear to indicate any changes to the plumbing sy~L,"m. TherefQre, a report on plans will not be issued and the plans have been discarded. If you have any questions, please Cvul.act me at 651/215-0853. Sincerely, ~~/.-:;/ Bradley C. Erickson Public Health E~itu~er Environmental Health Services Section P.O. Box 64975 . St. Paul, Minnesota 55164-0975 BCE:cac cc: Mr. Robert tIutschins, Plumbing Inspector "", General Information: (651) 215-5800 . TOO/TrY: (651) 215-8980 . Minnesota Rday Service: (800) 627-3529 . www.bealth.state.mn.us For directions to any of the MOH locations. call (651) 215-5800 . An equal opponunity employer 03/09/2001 14:11 6127585112 NIEMAN COMPANIES PAGE 02 CJ NIEMAN ROOFING CO" INC, /,~'.' ......, March 9t 2001 P.O. ". 64 N,", PnlpI, MN '6071 (612) 758-4791 Ted Schwiech Bossardt Corpon ~tion 8585 Wost 78 S~cet Suite 100 . Minneapolis, MN 55438-1094 RE: Grainwood ~lementary School, Prior Lake, MN I Dear Ted, In regards to Secpon 07531, Part 2.01 Insulation, Paragraph B which states the following: Provide protection board las required by roofing manufacturer. Provide gypsum thermal barrier if required by manufacturer to meet FM or UL requirements. Carlisle does not require gypsum board for FM or UL requirem~nts nOIl does it affect the 15-year Warranty that is required. In section 2.02 E~astomeric Sheet Roofing System, paragraph G, which states the roofing system is to carry a Class B fire rating. We are providing you the Carlisle sheet for the UI. Class "B" that shows that gypsum bo~ is not required on a combustible deck. Please review th~ enclosed sheet and if you have any questions regarding the warranty or the lJI, Class B rating, please contact Dale Ladwig at Architectural Consultants 952-935-9800. who is our Carlisle dealer. Sincerely, NIEMAN ROOFING COMPANY, INC. Enclosures .. .~ MEMORANDUM DATE: 3/15/01 TO: Bob Hutchens, Building Official FROM: I Steve Horsman, Zoning Admin./Inspector CC: SBJCT: Grainwood School Addition I have cpmpleted a preliminary review for the proposed addition to Grainwl')od Elementary. The following issues need to be addressed prior to issuanc(.: of a building pCJ.1uit: ! 1. P~inting or screening of rooftop equipment [Sec. 1107.2202 (1)] 2. Lpcation of noise producing development away from adjacent rdsidential areas [Code Sec. 1107.2202 (2). 3. Equipment (chiller) shall be entirely screened from offsite views. 4. Eixterior surface materials and general architectural character shall c~nform to the original design and appearance of the principal blIilding and shall comply with the requirements for classes of r$1terials [1107.2202 (8)]. I'vea.ttached the code section for architectural standards for your refcl~uce. My ~xtension is 219 should you have any questions. I March 16, 200 I Scott McQu~en Wold Archi~ects and Engineerers 305 St.Peterl St. S1. Paul, ~ 55102 RE: 2001 I$D #719 District Wide Upgrades I I ,-- Following ajre the results of the preliminary plan review for the 2001 ISD #719 District Wide Upgrades. qur review was based on the Minnesota State Building Code (MSBC) which adopted with am:endiments the 1997 Uniform Building Code (UBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341 and with requirements of the 1998 Minnesota State Fire Code (MSFC) which adopted with amendments the 1997 Uniform Fire Code (UFC). General Co~ments 1. Separate permits for Building, Plumbing, HV AC, and Sprinklers required. 2. Electlrical permits will be required from the Minnesota State Board of Electricity. 3. Sub~it sprinkler plans designed by licensed contractor/designer. May be submitted at a lfiter date. 4. Automatic shutoff required in air handling units in excess of2000 CFM. 5. UM<t 1009 (a). See section 16721. 6. Fire/~moke dampers to be tested at final installation. 7. SpriQk1er system must be evaluated by a licensed sprinkler contractor for compliance. UFC 1001.5.1 Report of inspection will be required. 8. Sht $0.1: Concrete footings fc is greater than 2500 psi and requires testing. UBC 1701~5 1 excp. 2. 9. Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. See enclosed. Grainwood I. Will play ground and parking lot be open during Phase II construction? 2. A S.A.c. determination for the addition must be completed by the Metropolitan Waste Control Commission. Contact Jody Edwards at 651.602.1113. 16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER 3. Submit Energy Envelope Calculations for new roof. 4. Sht M3.01: At what elevation is 10110 return at circulation G030? 5. RTU 11, RTU 12: No combustibles allowed in new office remodel return air plenum 6. Detail 7b/4-3G: is floor slab structurally sound after cutting new tunnel access? 7. Install manual fire alarm pull station in room FI13 Circulation in front of room F105 Principal. Westwood 1. Detap 3/C 1.1: Proved location of C.B. in proximity to building foundation. Protect building foundation from frost. 42" separation required. MSBC 1300.5500. 2. Prov~de access to RoofTop Units. MSBC 1346.710. Five Hawks I. No combustibles allowed in new office remodel return air plenum 2. Inst~l manual fire alarm pull station in room Fl18 Reception in front of room FI06 Principal. 3. Provide exit and emergency lighting in room F 172 Cafeteria 4. InstaU emergency lighting in Area "c" rooms and corridors. Hidden Oa~ and Senior High 1. No comments. Planning Department comments: 1. Screen roof top equipment per City Code 1107.2202 (1) with one of the following methods: 2. A parapet wall 3. A fence or screen, the height of which extends at least 1 foot above the top building. 4. The ~of equipment shall be painted to match the roof facing material of building. 5. Graitilwood Chiller shall be entirely screened from off site views. City Code 1107.2202 (4). The Engineering Departments comments will be forthcoming with the submitting of the permit application. If you have any questions call me at 952-447-9851. sm~ Robert D. Hutchins Building Official c.c: T. Schweich Bossardt, Inc. 2 (j)f,A~ lOO.l'-- ~ G.~Nc;.SSSI.,I)~J c;-\ A""D D~ A('('rz.e>vl"-'- I Grz.-AtN ~. ;- . 5~f1-v&J 'JIf$'f ( ~Pc(.AJf.UWO , 7 fl~~ ~" tJo tEv~rJr S ? ':;411.( ft,()5 A"'] tv P<.4"16~ Iv j?1fMf.n:. ? ?~(r-> Foa- Ii m tz:1L., SP/4.AJ{c.l /5.'--00 J ~Ce.- r ~ /As~. 2'Z5' -/Yl~~ Ie:; ~~&~ YILIAJ(c-~ qt5 / "'i>~(~-3<.:, 5~C.'f? ~ I ~~D~?' b~~5 w ~ ~ /Vc.+l.tj6-. j S'd{~S ~~ S~(ftr- (.,...sll. I ~ -~Oafi- W ~rrON? , I" Gv-~5 - 4Z' i J?".., ~,S I -- ~ (;;, IO~L ~o ~ 'f c-'f t1 ,:::;. 1t!J' /,,;CVI :;) ...J"::> 0 C/V'T,3... '1" 3, Z,. L- U7t>~~e ~/7YS- ~ ,10 (;!(tp 1ft) . 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I ~~~O: Pl~:(==--=- ~, S?r=./N!'- r I'~~ f!.c:='w ~ l"'\~ l r "r-- Co c..> __..'.'n._ ,~.~e.P-c, ~..Ex \'S.rr~ S;C;f'-~ ,--o,-1ffi?,Cl~~~}-I~o~, . T!J1r..~_&r~ · / ~ ..:;~ j ,- 1) . .. -- __'0_..__._, _ O~.' ,'- II~_ . ". V"~c..::.. _~ r .....~.3J5.:::.J~___.__.____. _,__ '." ~ I"'tIJ · b -'_ !:-~) . .~L-t~ ~~) (~~?_~'nO~. H-vAG. ~ t..z' . Vc=:-NTI ~ ,Cr-J ~T\.c;.t'o..:l.........,- E:.LE;t:- . tC..... ~ ~ Pr-:tS A-r ~.,...t":'n- l' ~ l) \..;; ~ c:::::.c:.c. '-I~ e:P~\~~~..,!;: i -~ i:l.~L~ I. (;.U~oL.. r,*,~. z. , t="Ae-'1'Ir'l..e,.JS c::A No v...;,.\,. \"'t" _ <lA=t' . 1'E5Ts /" l~~;-~S.I'~' S~~~c. '- ~ (. ~~~ ""l~ . ~. ~~ (N~?~~s. cs+- ~~. ~~ b. fA.g~ nfl..S- D~s 6) (:::1L.-A-5S p~, 0 ~ J. c:::; ~~~~ .. P. ..fvu~ ~~ f' i~ ~ j \, ~ 'I ~, '~ Jo6tN ,,(-z..--.~-~s .,tt ~I. l T~ \b ~E u:::>re"t.\?,-,-~E; ~~ ~.c (~ E~TF-\CA.\.-: ~Fco\l.A"- oF- ~. l~F' 1i-1Ac-r l'''n::,.....S A~e- ~~ A~k:;Q? r)t.eS l~/~~ "'5f'~ \ ~ ~ -:Vf. l-t'1 D?-o TE::S T vZ, $? ~ IN \"- F I'~,- F!.e>wJ ~. n.~ll-t-e=-t> ....~ ==~:_;::; ~;-~~~ .. _____V :;;:~_:::_ y~~~~:(~~) . '. L--- .. ~Z--- -(~~1~ H-v~G. ~ 'Ve=NT\ ~ 1er--.1 ~T\'Q".JA-,- ~~Lf;t;-. tC..~~ ~ ,p,...;S A-r L.A.-rer>- l>~V~ e>~(~ rtL~t.~ l. WAt-,- rt;t-~. 2. . 1'"'~'r'L.",.J> GA~ ~'T .., ~ . '''---.1. ~',",~. ~ ......_.... L" ij-o c...t"".. ~ I~t!i, c-;Cf-\./S. I ~"f'- ~~-=> . S~~~ t. ~~Tt~. ~. ~~ (~~?t;c....\tI;1'J.s. ($IF- ~c;... ~~ ~ _ t7t.g et.4iP n {l..!:- D~s &. '"=='~ p~.< ~ - J. -;~.. ....., r-- e f\(oze'::;~f' i~ ~ p '~ ~-----.,........... .. ~ ti. (~.lJjOo,o1"k-:-/)_U'Jn-~ Zoning Ordinance 1107.2202 Standards. The provIsions in subsection 1107.2202 apply to commercial, industrial, multi-family residential (projects of 3 or more dwelling units per building), public and institutional uses. (1).. The visual impact of rooftop equipment shall be minimized using one of the following methods: (" > A parapet wall. > A fence or screen, the' height of which extends at least 1 foot above the top of the rooftop equipment and incorporates the architectural features of the building. > The rooftop equipment shall be painted to match the roof facing material of building. (2) The development must locate the noise-producing portions of the development, such as loading docks, outside storage and outside activity away from adjacent residential areas. (3) All outside storage areas shall be screened to minimize off-site views using a bufferyard type "C" or greater, as defined by Section 1107.2005. (4) Utility service structures such as utility meters, utility lines, transformers, above ground tanks, refuse handling, loading docks, maintenance structures, and other ancillary equipment must be inside a building or be entirely screened from off- site views. r:~ ~> (5) All utility services shall be under ground except as provided elsewhere in this Ordinance. (6) Exterior surface materials of buildings shall be subject to the following regulations: a. Classes of Materials: For the purpose of this subsection, materials shall be divided into Class I, Class II and Class III categories as follows: Class I: Brick, marble, granite or other natural stone, textured cement stucco, copper, porcelain, and glass are Class I exterior building materials on buildings other than those used as dwellings which contain 4 or fewer dwelling units. Wood or vinyl siding and prefinished metal are Class I materials on residential buildings containing four or fewer dwelling units in addition to the other Class I materials listed in this subsection. Class II: Exposed aggregate concrete panels, burnished concrete block, integral colored split face (rock face) and exposed aggregate concrete block, cast-in- place concrete, artificial stucco (such as EIPS), artificial stone, prefinished metal. Qass Ill: Unpainted or surface painted concrete block (scored or unscored), unpainted or surface painted plain or ribbed concrete panels, and unfinished or surface painted metal. -'._-/ Qty of Prior lAke May 22, 1999 l107lD45 ---.. Zoning Ordinance b. Minimum Use of Class I Materials Required. At least 60% of each building face visible from off-site must be constructed with Class I materials except as permitted by subsection 1107.2202(6,c) below. Not more than 10% of each building face visible from off-site may be of Class III materials. Portions of buildings not visible from off the site may be constructed of greater percentages of Class II or Class III materials if the structure otherwise conforms to all City Ordinances. The mixture of building materials must be compatibly integrated. c. Buildings in the General Industrial Use District: Class I materials may be reduced to a minimum 'of 25% for buildings in the 1-1 Use District which are not located on a principal arterial, minor arterial, major collector, or adjacent to or across from any "R" Use District, provided that the remaining materials are functionally and durably equal to a Class I material as certified by the developer's architect or the manufacturer. Class I materials may be reduced to a minimum of 25% for building walls in the "1-1" Use District facing on a principal arterial, minor arterial or major collector, or adjacent to or across from any "R" Use District, provided that the remaining materials are functionally and durably equal to a Class I material as certified by the developer's architect or the product manufacturer and that the architectural design and site plan meet the following minimum criteria: ~ ~ The exposed height of the building wall shall not exceed 15 feet. The number of required plants shall be increased by 20% or the size of 20% of the overstory trees installed shall be increased to 3 1/2 caliper inches. A minimum of 10% of the building facade must be windows or glass spandrels. c_ ~ (7) In addition to the minimum criteria, the following additional architectural design elements may be considered in determining whether. to permit the reduced use of Class I materials: building bulk, general massing, roof treatment, proportion of openings, facade design elements and variation, fenestration, compatibility of materials, color, and texture. Site plan design elements which will be considered in determining whether to reduce the Class I building material requirement include quantity, quality, variation, compatibility, and size of plant materials, landscape berms and screening walls. Also considered will be the overall harmony and unity of the various elements of the architectural design and site plan within the site and also within the larger context of the area or corridor. Generally, buildings of lower height, lesser bulk, pitched or gabled roofs, variations in facade, and numerous fenestrations and openings will be considered eligible for a reduction in the use of Class I materials. Generally, site plans with increased amount, variation and size of landscape materials and higher landscape berms and screening walls will be considered eligible for Class I material reduction. (8) Building design shall be consistent with the following requirements: a. The height, bulk, general massing, roof treatment, materials, colors, textures, major divisions, and proportions of a new or remodeled building shall City of Prior Lake May 22, 1999 l107/p46 Zoning Ordinance be compatible in design style and character with that of other bUildings on the site and on adjacent sites. " f b. No unbroken building wall may exceed a 4:1 ratio of wall length to wall height, and each building wall deviation at the 4:1 ratio shall be a minimum depth of 4 feet; where a maximum 3:1 wall length to wall height ratio is used, the minimum depth of each building wall deviation may be reduced to 3 feet; where a maximum 2:1 wall length to wall height ratio is used, the minimum depth of each building wall deviation may be reduced to 2 feet. c. No building may display more than 5% of any elevation surface in bright, pure accent colors. d. Design review shall be done by the Planning Department. e. The site lighting shall provide adequate light for the safety and welfare of persons using the site but shall not present a nuisance or hazard and shall otherwise comply with Section 1107.1800. f. For projects within all Use Districts where the lot area exceeds 50,000 square feet, at least 1 % of the lot area shall be devoted to pedestrian use such as plazas or walks. g. New additions, alterations, or accessory buildings: The exterior wall surface materials, roof treatment, colors, textures, major divisions, proportion, rhythm of openings, and general architectural character, including horizontal or vertical emphasis, scale, stylistic features of additions,exterior alterations, and new accessory buildings shall conform to the original architectural design and general appearance of the principal building(s) on the site and shall comply with the requirements of this subsection. (' . ' '.'. .j ,- h. The relationship of the building to the site and adjacent property, including site access and pedestrian movement shall be complementary. i. In any instance where the Zoning Administrator denies a permit or a request for preliminary approval of building materials or building design, the applicant may submit an appeal of the interpretation, based upon the plans and other papers on file in the office of the Zoning Administrator, to the Board of Adjustment without payment of additional filing fees of any kind. Appeals shall be considered according to the procedure outlined in Section 1109.300. 1107.2203 ,Architectural Standards AJmJyino to One and Two Family Residenti,1 Uses. Individuals, builders or groups of builders shall not construct a house design which has identical front elevations to any house or proposed house where a building permit has been issued with the following exceptions: a. Identical front elevations may be allowed on no more than 25% of platted lots within a block. However, identical front elevations shall not be allowed on adjacent lots or in cul-de-sac turnarounds. May 22, 1999 Qty of Prior Lake l107/p47 '1 02 01 07:09a BOSSART CORP 9522283217 7- 2- 7 --t',I,. 7,~.... -..........-...... -..-" <::.", . .....#..... ,..1 "" c.tNdIr, ann6 t'AX Date: fo~ #. of Pages ,. (lncludiag cover page) t. TO: --.:JPh1\ G:rt/tQI\ r$tJSSitrJr ~rp. FROM: j'""~ [P..,'I ...,/ Phone: FaX: Phone: 507.4SS.2W Fax: 507~55.2192 R.IlMARKS: 0 Urgent IX] For Your 0 Reply ASAP 0 Please comment ~ew fr;or UI:~ S,,~o.lr ~ r<r:r ~"Vf.. /./..MJk; - Ex ;$+;"" CI,{,I:. ,vJem wi,./..._ "f J.,.Je,.J ~it",ur+ ~IJ$ l,..lAf t..f1K ,p!. ~fa,..f..t' !roj4.d. U~.~A +0 Y1ltlrk '!,J:r'-( ID"" a/(uoQ.{.;on. '44S1.. AJti.u. (;.ra:"I,UD~J - REI :#'22 Ansl4l~" - pl.lls .shO~ Li-/-J,6(I:4 lIwrtllur -tJ..f d~ 111.1 tx.fs+ pt J,:J +:"'~ h()J ,lIblJ."'~ of "qOOo.: ffJr ~ ~'~1I~. . r<D: iIIzY h,s fA rJtctff,117 colD'" (,O"J~~;4 ({x/'My.(, It ~~ '1Y2~ I',l'- ~~. . I'lc.sc.. A'v:~<.. RfTROfi'T HHtrllC RHROfIT IH('((LIflG llGHTltlG flIHlOfJT II'IIIRI...., 38SS Hwt. 1 HVfST- ~. MN 5S060. 8us: (507).455-2181 . F~ 1.501) 455-2192. Tou..fMf; (800) 795.1230 RECEIVED TIME JUL. 2. 7: lOAM .." ^.. "".,,,,^^ " I^\II "1 IAIJnn' 7 Inn 7 . h 7' un r ro. 1 / p. 1 * * * Transmission Result Report (MemoryTX) ( J u I . 3. 2001 10: 43AM ) * * * BOSSARDT CORP ',:\e Page '1,6. Mode Destination P g (s) Result Not Sent -------------._-------,---------------------~---~-----------~---------------------------------------- 2673 Memory TX 8202760 2263217 6512235646 4401096 p. 2 OK OK OK OK Reason for error E.1) Hans UP or line fail E.3) No answer E.2) Busy E . 4) No f a c s I m I lee 0 n nee t Ion ~1lI11 REQUEST FOR. INFORJ.v.l.ATION '......XED PAX... 052.-&20-27.0 PAc... 1iIiil FROlVl: DOSSA~T CORPORATION 8585 VV..~'78 s__ 1>;I1......pol... MN 55438 Phon.:61~_.31_5408 Pax: 1512..1131-12611 TO: DUNHAIfI ASSOCIATES - BLB""...n.JCAL 8200 NO.$.MA.NDALE BL YD. STE 500 ,. BLOO~O.........~ MN 5543"1-1060 A... .."",..:r"X"ION: JA.N J'O:HN'SON RFI NO.: R.FI-039 DA.TE: 03-J'ul-0l .JOB *.: 0004-02 PRO.J'ECT: ORArNVV'OOD BLBMB'NTAR'Y' 'TITLE.: CURotn color u_~ norture clarlftoatton vv. are r.-qu..u.nai ehat: you. revievv the follovving """_r and advise on hoVY' ""....... 1:0 prooeed by 09-J'...1-01 ifpo....lbl.. In t:h. ,..yent: that: your d. _ _",.".~In.at:ion contrtit:u't... a chango to 'tho oontract pl..... Issu. a IDodi:flcation as r.qulred. Issue: Per Ycnui' ana__ t:o RPI ,1#28 th. plans shO'Wed a Lithonla lillht: flxt:ure number 1:hat: did not: exist: at bid t:lln.. Vpur reque.t: :f'or a cuat:C>ln oolor Cohunbla fixt:ure -r:u _d $8.942.00 for the 6 flx1:unoa. Pl_ advise. BAclo.urea: . ,u.....iJU;:TR.OFrr CO. LB.....o:..R DATBD 7/2101 ee: .JOHN GIRGBN VVOLD ARCH:ITBCTS .& EN.."....... DAN'MEH:LBIS Yours VOQ' truly. ..~~... IVERSON Reply: Enclosures: ec: SIONED BY: DATE.: Snecification Section Article 102200 103100 03200 03300 03300 04200 05100 05200 05300 SPECIAL STRUCTURAL TESTING AND INSPECTION SCHEDULE District Wide Upgrades . 5300 Westwood Drive'S.E. :Prior'Lake,Mirinesota 55372 ..... ProjectNo::.;i~~ .. '00087 .'.' ~(H 'Perm')'t'N'o ,0',";1.; .,......" . .. '..," , .. _''' ...:""'>:'<~;!'::',,:: ,i '/'::::A,;>::.-~'.' ~..,."",.,.'..' --~"~;~:.~ '~";r '. .c. "" "':.-',' '81 Type of Special Description (2) Earthwork . Fonnwork Reinforcement Concrete Tests Concrete Placement Prism Tests Structural Steel Steel Joists Steel Deck Report Frequency Weekly Per Visit Per Visit Per Test Per Visit Per I est Per Area Per Area Per Area Assigned Firm (4) Inspector (3) SI-T SI-S SI-S SI-T SI-S SI-T SI-T SI-T SI-T (1) Permit No. to be provided by the Building Official. (2) Use descriptions per U.B.C. Chapter 17, as adopted by Minnesota State Building Code. (3) Special Inspector - Technical, Special Inspector - Structural. (4) Firm c~ntracted to perform services. Each appropriate representative must sign below: ACKNOWLEDGMENTS Owner: Contractor: Architect: SER: SI-S: TA: SI-T: F: F: Legend: Firm: Indeoendent School District 719 Firm: Firm: Wold Architects Firm: BKBM Firm: Firm: Firm: Firm: Finn: Date: Date: Date: Date: Date: Date: Date: Date: Date: SER = Structural Engineer of Record TA = Testing Agent SI- T = Special Inspector - Technical SI-S = Special Inspector - Structural F = Fabricator Date: Accepted for the Building Department by END OF SECTION 01410 01410-8 No. 00087 Grainw~od$I'IIu.nt:ary School Renovation Plumbing Plan No. 0122070 Page 2 March 14,2001 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 condensate drain piping muSt be installed at a slope which will produce a minimum velocity of two feet per second, unless otherwise permitted by the administrative authority (see Minnesota Rules, part 4715.2400). The condensate sumps must be provided with an accessible gate valve installed on the discharge line of the sump, outside the sump (see Minnesota Rules, part 4715.2440). The distance between cleanouts may not exceed 50 feet (see Minnesota Rules, part 4715.1010). NOTE(S): 1. The scope of this project consists of the remodeling of an existing building. The plumbing installation includes two restrooms, a condensate sump, and condensate drainage piping. 2. This facility is served by existing municipal water and sewer service connections. Authorization for construction in accordance with the at' f"U led plans may be withdrawn. if construction is not undertaken within a period of two years. The fact that the plans have been af'f"'u led does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, additional information, or advanced knowledge make improvements necessary. Approved: ~-/4Z: r:~ Bradley C. ~ckson Public Health Engineer . Environmental Health Section P.O. Box 64975 St. Paul, Minnesota 55164-0975 651/215-0853 - BCE:cac cc: Bossardt Corporation Independent School District No. 719 / Mr. Robert Hutchins, Plumbing Inst'......~.... ", Department of Children, Families and Learning Plumbing Unit File ----- MINNESOTA DEPARTMENT OF HEALTII Division of Environmental Health REPORT ON PLANS WR "9200\ .._. c/ \....... Plans and specifications on plumbing: Grainwood Elementary School Renovation, 5061-Mihnesota Street SE, , Prior Lake, Scott County, Minnesota, Plan No. 012207 OWNERSIllP: Independent School District No. 719, c/o Mr. Les Sonnabend, Superintendent, Box 539, Prior iLake, Minnesota 55372 ..~ -.-----;-.--'~.. SUBMIll.l:'.R(S): Bossardt Corporation, 8585 West 78th Street, Minneapolis, Minnesota 55438 Plans Dated: Jan$ry 31, 200 I f Date Received: February 22, 2001 Date Reviewed: March 14,2001 SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the Minnesota Plumbijtg 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 shoul~ be taken to insure that the material and installation of the plumbing system are in accordance with the provision~' 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 m~ be tested and inspected in accordance with the requirements of. the Minnesota PIUJiDbing 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 fmished plumbing inspection. It is the responsibility of the contractor/installer to notify the State Health Department when the installation will be ready for a test and inspection. To schedule inspections, contact the state plumbing standards representative for your region, or call the metro office at 1-800-926-6216, or Gary Topp at 651/215-0841. REQUIREMENT(S): 1. Urinals may not share a common vent with water closets (see Minnesota Rules, part 4715.2580). The urinal must be provided with individual waste and vent connections. 2. Potable water connections to boiler feed water systems, cooling systems, or other liquid systems in which water conditioning chemicals may be introduced shall be made through an air gap or be provided with an approved backflow preventer located in the potable waterline before the point where such chemicals may be introduced (see Minnesota Rules, part 4715.1940). The installation of reduced pressure zone backtlow preventers is permitted only when periodic testing is done by a trained backflow preventer tester acceptable to the administrative authority. Testing intervals shall not exceed one year, and records must be kept. All devices must ~e tested after initial installation to assure that debris from the piping installation has not interfered with the functioning of the device. The devices shall be overhauled at least once every five years. The installatiQll of new backflow preventers must be at least 12 inches, but not more than 6 feet above the fmished floorlor ground level. Northfie]d Minnesota 1604 Riverview Lane Northfield, MN 55057 Tel. 507,645.0964 Fax. 507.645.2842 e-mail. mlc@mbi-nf.com IDGH TENSILE BOLTED CONNE~~.f~ . Project: Grainwood Elementary School Add. Date: July 6,2001 Prior Lake, Minnesota ClientIMBI#: N5114/NI095 Reported To: Bossardt Corporation 8585 West 78th St. Minneapolis, MN 55438 Attn: Mrr. TedSchwekh Copies To: BKBM Engineers WOLD, Architects Prior Lake Building Insp. Prior Lake Public Schools INTRODUCTION This report concerns our observations and testing of the high-tensile strength bolted connections for Reception Room #0103, Principal Room #0105, Conference Room #0]07, and Office Room #0109, Area B of the Grainwood Elementary School Addition located in Prior Lake, Minnesota. The purpose of our involvement was to: I. Check the bolted connections for project specifications. 2. Provide a written report summarizing our work. CONCLUSIONS Based on our observations, it is our opinion that all of the high-tensile strength bolted connections for the Reception Room #0 I 03, Principal Room #0 I 05, Conference Room #0107, and Office Room #0 109, Area B are in conformance with the approved plans and specifications and the applicable workmanship provisions of the Uniform Building Code (U.B.C. Chapter No.22/Section 2228). .. .~ High- Tensile Bolted Connections JPY -- Project: Grainwood Elementary School Add. - Prior Lake, MN Page: 2 Date: 7-06-01 Client/MBI #: N5114/NI095 OBSERVATIONS & TESTING PROCEDURES Hieh-Tensile Bolted Connections On June 2~, 2001 and July 2,2001, we observed 100% of and randomly tested the high-tensile strength bolted connections. The members inspected were the roofframing members of the Reception Room #0103, Principal Room #0105, Conference Room #0107, and Office Room #GI09, Area B. All bolted connections in the referenced project are "bearing" type connections and are not "slip critical". According to the v.B.C. Standards, "Bolts in connections identified as not being slip critical nor subject to direct tension need not be inspected for bolt tension other than to ensure that the plies of the connection elements have been brought into snug contact." STRUCTURAL OR ARCHITECTURAL DRAWINGS Architectural Drawing No: 80.1,81.1,81.2, and 82.1 Latest Revision Dates: 1-30-01 High-Tensile Bolted Connections COPy .. Project: Grainwood Elementary School Add. - Prior Lake, MN Page: 3 Date: 7-06-01 ClientIMBI #: N5114/NI095 REMARKS This was a full inspection for the Reception Room #G 103, Principal Room #G 105, Confl;,....uce Room #GI07, and Office Room #GI09, Area B and a partial inspection of the whole project, when the structural roof framing is completed and inspected a final structural bolted inspection report will follow. If you should have any questions or comments regarding this report or ifwe can be offurther assistance, please contact us at (507) 645-0964. By: ~l!'1 r"1--:? ~/o;'.dd.4_ Lynn . Bruns McG .e & Betts, Inc. This report has been proofread by: /"--- '" -=- , ~ Barry J. Hentz McGhie & Betts, Inc. Puddle W-eld Inspection COpy ~ Northfield Minnesota Project: Grainwood Elementary School Add. Prior Lake, MN Date: 7-5-01 ClientlMBI #: N5114/NI095 1604 Riverview Lane Northfield, MN 55057 Reported To: Bossardt Corporation 8585 West 78th St. ~eapolis,~ 55438 Attn: Mr. Ted Schweich Copies To: BKBM Engineers WOLD Architects . Prior Lake Building Insp. Prior Lake Public Schools Tel. 507.645.0964 Fax. 507.645.2842 e-mail. mlc@mbi-nf.com REPORT No.: INSPECTION TIM.mATE: 02:00 P.M., 6-29-01 WEATHER: Sunny STRUCTURAL DEiCRIPTION: Steel Roof Deck Puddle Welds TEMP: 780 F LOCATION: Steel Roof Deck Puddle Welds for Reception Room #0 I 03, Principal Room #0 lOS, Conference Roonj1 #0107, and Office Room #GI09, Area B. STRUCTURALORI~CH.DRAWING No.:SO.1, S1.1, S1.2, LATEST REVISION DATE: 1-31-00 & S2.1 SHOP DRAWING No.: LA TEST REVISION DATE: PLACEMENT PER I DRA WING: X- YES _NO REMARKS: All puddle welds inspected were found to be of satisfactory size and quality as per project specifications. A~'1 Jl3~ Zv"'NN~RUNS McGHIE & BETTS, INC. McGhie -~im Jij Betts. Inc. COPy Fillet Weld Inspection --- -- Northfield Minnesota 1604 Riverview Lane Northfield. MN 55057 Project: Qrainwood Elementary School Add. Prior Lake, MN Date: 7-5-01 Client/MBI #: N5114/NI095 Tel. 507,645.0964 Fax. 507.645,2842 e-mail, mlc@mbi-nf,com Reported To: Bossardt Corporation 8585 West 78th St. Minneapolis, MN 55438 Attn: Mr. Ted Schweich Copies To: BKBM Engineers WOLD Architects Prior Lake Building Insp. Prior Lake Public Schools REPORT No.: 1 INSPECTION TIMEIDATE: 09:15 A.M., 7-2-01 WEATHER: Cloudy, Lt. Rain TEMP: 680 F STRUCTURAL Dlj:SCRIPTION: 1. Steel Roof Joist to Masonry Bearing Plate, 2. Steel Roof Joist to I-Beam. 3. Tube Steel Beam to Tube Steel Column Cap 4. Tube Steel Beam to Tube Steel Column: 5. Tube Steel Beam to Tube Steel Beam LOCATION: StrUctural Steel Roof Framing Members, West Entrance Vestibule Room #GIOO, Reception Room #G l03, Principal Room #G I 05, Conference Room #G I 07, and Office Room #G 1 09, Area B. STRUCTURAL Oll ARCH. DRAWING No.:SO.l, S1.1, S1.2, & LATEST REVISION DATE: 1-31-00 S2.1-Detail Numbers 26,28,29,30,31 & 35 SHOP DRA WING No.: LATEST REVISION DATE: PLACEMENT PER DRAWING: .x. YES _NO REMARKS: Allfillet welds inspected by Barry Hentz of McGhie & Betts, Inc., were found to be of sadsfactory size and quality as per project specifications. (A WS D1.1 96) 4-/~ BARRY J. HENTZ McGHIE & BETTS, INC. Mt.Ghie -~~ bgJ Betts. Inc. COMPRESSION TESTING OF CONCRETE CYLINDERS COP~ PROJECT: Grainwood Elementary School Prior Lake, MN Northfield Minnesota 1604 Riverview Lane Northfield. MN 55057 REPORTED TO: Bossardt Corporation 8585 West 78th St. Minneapolis, MN 55438 Attn: Mr. Ted Schweich Tel. 507.645.0964 Fax, 507.645.2842 e-mail. mlc@mbi-nf.com CYLINDER NUMBER 2A DATE CAST 06/05/0 I DATE RECEIVED 06/06/0 I LOCATION OF PLACEMENT: DATE: CLIENT/MBI #: 07/03/200 I N5114/N I 095 COPIES TO: BKBM Engineers Wold Architects Prior Lake Building Insp. Prior Lake Public Schools 2B 2C 2D Footings for chiller enclosure SLUMP (INCHES) - ASTM C143 2 " AIR. CONTENT(%) - 4STN C231 TEMPERATURE - ASTM CI064 NT% 64 OF SPECUlJ!jD STRENGfH (a), 28 DAYS MIXED PROPORTIO~S/DESIGN: 3,000 psi 3068 LM CONCRETE FURNISliIED BY Cemstone COMPRESSIVE STRENGTH: Method of Curing: Days on Job & Enroute: Days Lab Cured - ASTM: Age at Test, days: Load at Failure, pounds: Strength, psi: ' Water Bath (ASTM C31) I 6 7 86,000 3,040 REMARKS: TIME 12:40 TRUCK 508 TICKET # 974857 PLANT # 36 WEAlttJ!..R Cloudy, 60 1 27 28 137,000 4,850 I 27 28 134,000 4,740 I 27 28 Hold ~~~ BARRY J. HENTZ McGHIE & BETTS, INC M ('Ghie -. Betts, Inc. Northfield Minnesota 1604 Riverview Lane Northfield, MN 55057 Tel. 507.645,0964 Fax, 507.645.2842 6 ....~1I ....I....~_...: ...~__." METIIOD OF TEST: MOISTURE DENSITY RELATION OF SOILS DATE: 06l1312001%, CLIENTIMBI N51141N109S ~ COPIES TO: PROJECT: , Grainwood Elementary School Prior Lake, MN REPORTED TO: Bossardt Corporation 8585 West 78th St. Minneapolis, MN 55438 Attn: Mr. Ted Schweich BKBM Engineers Wold Architec~ Prior Lake Building Insp. Prior Lake Public Schools X ASTM 0698 Method: ASlM Dl557 Method: A Rammer Type: X Circular Sector /!&- ;J" \J- BARRY J. HENTZ McGlllE & BElTS, INC McGhie -. Betts. Inc. COMP ACTI~N TEST RESU~Oj:) . 06/13/2001 ~ N5114/N1095 Northfield Minnesota PROJECT: Grainwood Elementary School Prior Lake, MN REPORTED TO: Bossardt Corporation 8585 West 78th St. Minneapolis, MN 55438 Attn: Mr. Ted Schweich 1604 Riverview Lane Northfield. MN 55057 Tel. 507.645.0964 Fax. 507.645,2842 e-mail. mlc@mbi-nf.com TEST NUMBER: DATE TAKEN: SOIL CLASSIFICATION: 4 06/11/01 Sandy Lean Clay, Brown (CL) LOCATION: Proctor # 2 Proctor # Chiller enclosure on East side of existing building, 8' south and 3' west of Northeast corner (sub-grade) ELEVATION: PROBE DEPTH: -6"B.F.G 12" FIELD DENSITY DEtERMINATION: DATE: CLIENT/MBI #: COPIES TO: BKBM Engineers Wold Architects Prior Lake Building Insp. Prior Lake Public Schools Proctor # SAND CONE !I.1ETHOD ASThl: DlSS6 X NUCLEAR DENS, !I.1ETH, ASTM: D2922 DRY DENSITY (pet) MOISTURE CONTENT (%) PLUS #4 MATERlAL (%) 114.1 15.6 ESTIMATED ACTUAL LABORATORY MOISTURE-DENSITY DETERMINATION: K STANDARDPROCroRASTMD698 (METIiOD A): MAX. DRY DENSITY (pet) 118.2 OPTIMUM MOISTUlffi (%) 14.6 TEST RESULTS: REL COMPo (% OF P:ROCTOR 96 1/2 SPECil'~U MINIMUM (%) 95 REL. MOIST. (% OF OPT.) SPECIFIED MAXIMUM (%) REMARKS: MODIFIED PROCTOR ASTM D1 557 (METHOD Compaction test results present the results of soil compaction at only the locations tested. No warranty is implied regarding fill compaction at other locations. ~./~ BARRY 1. HENTZ McGHIE & BETTS, INC McGhie -EI Betts, Inc. COMPRESSION TESTING OF ~CRETE - CYLINDERS VUe..~ Northfield Minnesota 1604 Riverview Lane Northfield. MN 55057 PROJECT: Grainwood Elementary School Prior Lake, MN DATE: CLIENT/MBI #: 06/1212001 N5114/N1095 Tel. 507.645.0964 Fax. 507.645.2842 e-mail.mlC@mbi-nf.com REPORTED TO: Bossardt Corporation 8585 West 78th St. Minneapolis, MN 55438 Attn: Mr. Ted Schweich COPIES TO: BKBM Engineers Wold Architects Prior Lake Building Insp. Prior Lake Public Schools CYLINDER NUMBER 2A 2B 2C 2D DATE CAST 06/05/01 DATE RECEIVED 06/06/0 I LOCATION OF PLAC:,MENT: Footings for chiller enclosure ,. SLUMP (INCHES) - ASrrM C143 2 TIME 12:40 AIR CONTENT(%) - ASTN C231 NT% TRUCK 508 TEMP'ERATURE - AS'FM CI064 64 of TICKET # 974857 . SPECuJJ!.D STRENGTH em 28 DAYS 3,000 psi PLANT # 36 MIXED PROPORTIONSIDESIGN: 3068 LM WEATHER Cloudy, 60 CONCRETE FURNISHED BY Cemstone COMPRESSIVE STRENGTH: Method of Curing: Days on Job & Enroute: Days Lab Cured - ASTM: Age at Test, days: Load at Failure, pounds;' Strength; psi: Water Bath (ASTM C31) 1 6 7 86,000 3,040 1 27 28 27 28 1 27 28 Hold REMARKS:' ~- " ....~- BARRYJ.HENTZ McGHIE & BETTS, INC Reinforcing Steel Inspection OoJ::>y Project: Grainwood Elementary School Add. Prior Lake, MN Date: 6-6-01 Client/MBI #: N51141N1095 Northfield Minnesota 1604 Riverview Lane Northfield. MN 55057 Reported To: Bossardt Corporation 8585 West 78th St. ~inneapolis,MN 55438 Attn: Mr. Todd Iverson Copies To: BKBM Engineers Wold Architects . Prior Lake Building Insp. Prior Lake Public Schools Tel. 507.645.0964 Fax. 507.645,2842 e.mail. mlc@mbi-nf.com REPORT No.: 2 INSPECTION TIMEIDATE: 12:20 P.M., 6-5-01 WEATHER: Lt. Rain TEMP: 580 F STRUCTURAL DESCRIPTION: Footing Reinforcement Steel LOCATION: Footings for the chiller enclosure, north side of existing school building. STRUCTURAL OR. ARCH. DRAWING No.: FSK Ig & 3g LATEST REVISION DATE: 5-16-01 SHOP DRAWING No.: LATEST REVISION DATE: PLACEMENT PER DRAWING: ...L YES _NO REMARKS: ~~E> /U...~ __' L~~.B~ McGHIE & BETTS, INC. r:~: '17 ~~.. TT- "~'-,/ i, --;-- ,I ) L:;~L~; ~ 'L. -0:L III , JUN 8'lnn1 I" i, . t;UUI I!i \ \ " " U1 \ j , )J l u' j;/ COMPACTION TEST RESULTS DATE: CQf::{ CLIENT/MBI #: N5114/NI095 PROJECT: Grainwood Elementary School Prior Lake, MN REPORTED TO: Bossardt Corporation 8585 West 78th St. Minneapolis, MN 55438 Attn: Mr. Ted Schweich ~orthfield Minnesota 1604 Riverview Lane Northfield, MN 55057 Tel. 507.645.0964 Fax, 507.645.2842 e-mail. mlc@mbi-nf.com TEST NUMBER: DATE TAKEN: SOIL CLASSIFICATION: 1 05/18/01 Sand with Gravel and a Little Lean Clay, Fine to Coarse Grained, Brown (SP-SC) 2 05/18/01 Sand with Gravel and a Little Lean Clay, Fine to Coarse Grained, Brown (SP-SC) COPIES TO: BKBM Engineers Wold Architects Prior Lake Building Insp. Prior Lake Public Schools Proctor # I Proctor # I 2' N. and 8' E. ofSW comer 56' N. and 2' E. ofSW of addition on west side of comer of addition on west existing building (Interior side of existing building Wall Backfill) (Interior Wall Backfill) LOCATION: ELEVATION: PROBE DEPTH: 98'6" 12" FIELD DENSITY DET~INATION: 97' 10" 12" SAND CONE MElliOD ASTM: Dl556 DRY DENSITY (pcf) MOISTURE CONTENT (%) PLUS #4 MATERlAL (%) X ESTIMATED 118.9 7.5 18.1 ACTUAL LABORATORY MOIStuRE-DENSITY DETERMINATION: X STANDARD PROCTOR ASTM D698 (METIlOD C): MAX. DRY DENSITY (pcf) 120.1 OPTIMUM MOIS~ (%) 11.8 TEST RESULTS: D- REL COMPo (% OF PROCTORI r 991 SPECIFIED MINIMUM! (%), ~ j REL. MOIST. (% OF OPT.) SPECIFIED MAXIMUNf (%) REMARKS: 118.0 10.3 18.1 3 05/18/01 Sand with Gravel and a Little Lean Clay, Fine to Coarse Grained, Brown (SP-SC) Proctor # I 67' N. and I' W. ofSW comer of addition on west side of existing building (Interior Wall Backfill) 96' 10" 12" X NUCLEAR DENS, MElli. ASTM: 02922 117.0 10.5 18.1 120.1 11.8 c::-\ I 98 1/2 J \ 95 J ~ MODIFIED PROCTORASTM Dl557 (METIlOO 120.1 11.8 /~ l ;~ "~) - Compaction test results present the results of soil compaction at only the locations tested. No warranty is implied regarding fill compaction at other locations. A-~~.,~- BARRY 1. HENTZ McGHIE & BETTS, INC Northfield M nnesota 1604 Riverview Lane Northfield. MN 55057 Tel. 507.645.0964 Fax. 507,645.2842 e-mail. mlc@mbi-nf.com CYLINDER NUMBER DATE CAST DATE RECEIVED COMPRESSION TESTING OF CONCRETE CYLINDERS copy PROJECT: Grainwood Elementary School Prior Lake, MN DATE: CLIENT/MBI #: OS/24/200 1 N51l4/Nl095 REPORTED TO: Bossardt Corporation 8585 West 78th St. Minneapolis, MN 55438 Attn: Mr. Ted Schweich COPIES TO: BKBM Engineers Wold Architects Prior Lake Building Insp, Prior Lake Public Schools IA 1 C I B 1 D 04/25/01 04/26/0 I ~OCATION OF PLA(J:EMENT: Footings and Colull1ll Pads for addition on west side of existing building, excluding 2 interior column pads. SLUMP (INCHES) - AiSTM C143 6 " TIME 1:20 AIR CONTENT(%) - ASTN C231 NT% TRUCK 388 TEMPERATURE - ASTM CI064 69 of TICKET # 937061 SPECIFIED STRENGTH ~ 28 DAYS 3,000 psi PLANT # 36 MIXED PROPORTlONSIDESIGN: 3068 LM WEATHE~ Clear, 65 CONCRETE FURNISJ!ED BY Cemstone COMPRESSIVE STRJNGTH: Method of Curing: Water Bath (ASTM C31) Days on Job & Enroute: I I I Days Lab Cured - ASTM: 6 27 27 27 Age at Test, days: 7 28 28 28 Hold Load at Failure, pouncls: 76,000 108,000 121,000 Strength, psi: 2,690 3,820 4,280 REMARKS: ... /~ ., ct- ," ~. BARRY J. HENTZ McGHIE & BETTS, INC Compression Testing Of 2"X 2" Mortar Cubes ~ COPy 1604 Riverview Lane Northfield, MN 55057 Project: GraiBwood Elementary Prior Lake, MN Reported To: Bossardt Corporation 8585 West 78th Street Minneapolis, MN 55438 Attn:Mr. Ted Schweich Date: 5/9/01 Client/MBI # N 5114/N 1095 Northfield Minnesota Tel. 507.645,0964 Fax. 507.645,2842 e-mail.mlc@mbi-nf.com Copies To: BKBM Engineers Wold Architects Prior Lake Building Insp. Prior Lake Public Schools GROUT SAMPLE SET NUMBER: DATE CAST: Ml A-C 4/27/01 DATE RECEIVED: 4/30/01 LOCATION OF PLACEMENT: eMU wall mortar addition on west side of existing building, below grade. TIME: 9:30 ASTM CI09=COMPRESSIVE TEST FOR 2" x 2" MORTAR CUBES WEATHER: Clear and 550 ASTM C270 MORTAR FOR UNIT MASONRY TEMPERATURE; (ASTM CI064) SPECIFIED STRltNGTH @ 28 DAYS: 55 OF 2,500 Psi MIXED PROPOR!rIONSIDESIGN: Cement Fine Aggr~gate Coarse Aggregate TYPE M FURNISHED BY: Batched on site COMPRESSIVE ~TRENGTH: ASTM CI09 Method of Curing: Water Bath (ASTM C31) Days on Job & Enroute: 3 Days Lab Cured - ASTM: . 4 Age at Test~ days: 7 Load at Fa~lure, pounds: 12,900 Strength, psi: 3,225 REMARKS: 3 25 28 16,900 4,225 3 25 28 1 7,160 4,275 d?-:...-../ -_,~ BARRY J. HENTZ McGHIE & BETTS, INC. 07/17/2001 11:24 FAX 507 454 1833 ,."" .-<; KENDELL DOORS-WINONA ~001/001 .:;......~,lI1~~~.~....,.~~._.,.,_.~.._~~ .~..~~-~ .,~,..;...~~w"'.., If' . ..,..~..""j.....~_z.~ . ."',.......\;.~.h,'lP.'l..~~ ~('"'"""~. .. ~..:r.~:P:lt:V"~t~~,;\fI ~...-...,......'C"~-:'''.&>::'. ' "$_,~"""",,~ ..'#'" WT.-..,;..~.........~... , . ~~~ ... ;:,.;..~~q...~~~~: 4,' . ~~:i ------ 8 - 11;2- -oj 1ItIdolM. i . 8&ains... 'I' '_.'''i, .". at 11.- andean be.. "__,,J suIIiI:iIt*y lOaeaI j lJOIIIings wIIh 1116* gaps-willnotkM itsmrm. ~111~ ~:"":"... · SIlIJs --- WIll below-1m and resl.emabove 4DCrF. l!!:J~_ -_.a- . ! " . .' 'QU& to fungus and mildew: will not deteriorate under normal ftlIOSUfe. ~''''''''1IftIII ~fdiI _ -.. . AV8If8lII8 in 3 COlOrS; dark bronZt (I), WhIrIlW), and ran (JAIIJ. ~ --........... -.;...~ '-', de". ...,.... · SIII17......7 SIIW17 . . \ ~l!ir5:':;' = == ~~KV- ~~\ . ~ _... ~- \AL~::"IQCI"~7"2P_~~Lf7../ 7\ , B~ 1./76 Y.,* "'7 ~c., ... i-\" ;.'" r "~= ~6- j. %-=1 1'.11 IMlI nt,$ "'"'I [i)~ i-. =~- P.. ~~tl . la~ ='=..- -..:r __~,.'" ....... ---...... iJ ........ -- s-.""" CMIIIt lor.. __ '"*'.....1' ~ . , '"' DUb ~~/~ 01' . "-........ ~8 ... % -I J,1l1 II, (U, (l~,71 ' (jJ ~ --- ~ =---'tt.... . . zrg =~~..- P.", "7I~"'- fJ/W;I . == \::J . _ . ..... ";:1;;0 .......,...' .._ ClI'IIiii" ..--_.... ij41llttf_.. ' SIIllnt~ , ..,....... ..... ......i fa ~'::.,~ . AcI1esNe Backed Door Gasket WeatherstfippIn. . Ex\ruded fnllla IIIernlopIIstic ~. . Used on tigIf filling dour hame&. . Slays fIIdlIe bIIMen - 7" and 250"F. . 0utsbIncIIng 0Z0Ile resiatInct rating. . AvaiI8bIe in 3 c:oIot8: IJIack {IL), dIIlt IlIonZt {It) and white (W). '-wI PUllLt1 fb1IUI PQ3IL21 PQUL25 PU3W17 PIUWZ' NDWII PU3W25 PD3t17 PU3D1t PU3ft1 PU3825 '? [r .)prlrl : ~il ;1(1;:>.' i ._. t!11111 }fI ~>-n ,-~~-~-, - ~- ::~;~f:~ '/~ 800 · 283-9988 {: PEl';1KO ", "fk ) ". 800. 824-3018 .>Y . AlIlesIve Backed Door Gasbt WealJlIrstAppir . ElttrudId 1fOlIl1htrmoplastlc ~ . Begin& compressing It 114" and ClIf1 be CO ' .. ,'......; sufficIeI1Iv III seal openings WilhlI16-gaps:...llIfttlesiStllllCl\O ..'",." _""., set\lll1icullrlYateIevataU Ie ..' '" ns and for e*t1ded periods oIllme. . SVJI tleIdDII belween -WF and 250"F. . 0u1StandIng ozone res!....I.". rating. r... . .....17 ..... P8II.Z1 ...... PICIII1. .... ~. PIIID2I ""'7 .... PlBm.I ..... . For use on woOd doors and wood casement windowS. . .008 glIllgt IlcmnIed IIl'In8 IlnInD (brlI5cl.,. . NailS shoukt be apprOldma\ely 1-112" on center. '-r' .... "tin 1-118. . Pltlll II U',"I'III:~..~ ~~t t~1 _ I...... _. lli1 REQUEST FOR INFORMATION FAXED FAX 1/ 651-223-5646 PAGES -z.. FROM: BOSSARDT CORPORATION 8585 West 78 S!teet Minneapolis, ~ 55438 Phone: 612-831-5408 Fax: 612-831-1268 RFI NO.: RFI-019 DATE: 16-May-Ol TO: WOLD ARC~lbCTS & ENGINEERS 305 ST PETER ST. PAUL MN 55102 JOB#.: 0004-02 PROJECT: GRAINWOOD ELEMENTARY AnhNTION: MICHf\EL DERRIG 111 LE: Chiller pad dimensioning. We are requesting that ~ou review the following matter and advise on how we are to proceed by 18-May-Ol if possible. In the event that your determination constitutes a change to the contract please issue a modification as required. Issue: In reviewing the York Chiller Shop Drawings, Note 1 states that the clearance from the chiller to the side walls must be 6', rear of chiller to wall 6', control panel end to wall 4'. The chiller is roughly 8' wille by 19' long which would mean the pad would need to be 20' inside'diameter by 29' inside diamet ~r. Enclosed find a copy of the York Chiller Shop Drawing. It is our understanding that a protion 'of the screen enclosure will need to be masonry. With the above information please put the dimensioIls into detail for 4/2.1g. TIllS IS A R~SH, PLEASE RESPOND IMMEDIATELY!!! I Enclosures: YORK S~OP DRAWING cc: JOHN GIRGEN DUNHAM ASSOCIATES - MECH Yours very truly, TODD NERSON Reply: ~'\t +2.. ~ los.~ \Enclosures: CC: . <..i._".Y SIGNED BY: DATE: NOlES: 1. po .....'~T ON A LEVEl SURFACE FREE Of' OBSlRUCDONS (INQ.UDlNG SNOW, FOR WlNlER OPERAlION) OR AIR REClRCULAlION ENSURES RATED PERFORMANCE. RELIABLE OPERATION AND EASE Of'MAlNTENANCE. SITE RESTRIClIONS UA Y COt.lPROMISE MINIMUM ClDRANCES INDICATED BElOW, RESULnNG IN UNPREDICTABLE AIR flOW PATTERNS AND PO.,."DI ~ DIMINISHED PERFORMANCE. YORK'S UNIT CONTROLS WILL OPlIMIZE OPERA liON WllliOUT NUISANCE HIGH pp"""" IRE SAFETY CUTOUT; ~ HOWEVER. 1HE S'\'S1'EN I'U:'c:I~ MUST CONSIDER POTENTIAl.. PERFORMANCE DEGRADATION. ACCESS TO lliE UNIT CC>>/TROL CENlER ASSUMES lliE UNT IS NO HIGHER lHAN ON SPRING 1sa.A TORS. RECOMMENDED MINIMUM a.EARANCES: SIDE TO WALL - 6' ; REAR TO WAlL - 6' ; CONlROL PANEl END TO WAlL - 4' ; TOP - NO OBStRUCTIONS ALLO~; DISTANCE BE1\EEN ADJACENT UNITS - 10'. NO MORE lliAN ONE ADJACENT WALL MAY BE HIGHER lliAN lliE UNIT. rt ~~TS (LB): SHIPPING - 9.888. OPERAlING - 10.315 .:::::: OF ~.3'". y - ...... Z - :f1.lr'. 1-28"--1 2"., CONTROL ENTRYi-' I I (12) 1/2" ...... ' . 12- CONDUIT K.O:S .:.... 4 3/4- t _ -I - I- 2- TYP. 9 - 1A1"II/:R-R 7" "'"Lr CONTROl. EJ OPENING - (9- HIGH) _--.- 2-- .- / 31 /2" POWER ,/ .J. ciPENING -=- (21- HIGH) \A.vi;;:;- l7 1/2~ - Svs.11 SYS 12 '.' MICRo-COMPUlER COILS I"l <\ COlis /' CONTROL CallER If \ /' j . ~ ,.( ""'ONSP","- Lv, .:.J C l Nf SER~CE T"""'- --r- DISCONNECT ,...~:.1 S'MTai '- ~ 17 1/4- ~ 7J "-_An..I" ,l POWER OPENING (7" WIDE x 21- HIGH) 00 NOT USE unl_ 2-compres8Or .1lf11f-wfttt multiple point power. - 1 13/16" (EDGE Of' UNIT TO COOLER - CONNEClTON) PO\ER: SINGLE POINT WIlli DISCONNECT PRODUCT DRAWING AIR-COOlED SCREW CHILlER MOOa YCAS0130EC NOT FOR CONST -~TION t 42" Project Name: Prior Lake Schools Location: . Engineer: Contractor: For: REFERENCE I . I CONlROL PANEL /;' ORIGIN ..a1 3/"- . r" _ .,111111 ..11111111 ..11111111 2-jr SYS.#1;~ ~' L L J 9L----~=1 ~ , . \ I \ I 4 bm \6- '\'\ I P."'''''.....EN. WATER OUn.ET . (2) 2 1/4- DlA. RIGGING OWER OP ~ING \ HOLES. (EAai SIDE) - M 1/2- 83- 6- -371/2- . ~ l1~J-~. WATER INLET 225 1/8- Ci ct!d I 30- 8". 30'" I rA 36- I 7 ,. L: 1/2-J 5/6- OIA. tdOUNlIHG HOLES (TYP.) 1.55C! ~.657 . 678 ~------~--------------{ ~\ ~. \ll. ~ Sfs. 2\11. .c ~1. JJ u,. . ; i l ~ \ POWER ELEMENTS ~ FOR SYS. 1 APPROX: OPERA liNG YtaGHT f' .... POWER ELEMENTS DISlRIBUnON (LB) FOR Svs. 2 ._~-_.----~~----- 1.573 1.111 1.707 53 7/8- .J3 7/8- 53 7/8-- q,-X \111"1I/ n_n ( r D . ,-,. . 1 ". IIIJIT'" z Q:Lx Sold To: UINNETONKA PLU..4BING Cust Purch Order#: 8086 York Contract#: 01144284 ~~:T .--J"3 RA IN WOO D ~-_-::,-) ..:.-Y<f Date: Rev. Date: Form: 201.18-EG1 Dwg. Lev.: 12/98 Dwg. Scale : . NTS r 1 1/4- t 760 I L 1 1/4- -, o .,1111111 J 9 ,- 200-3-60 @ 230-3-60 U 380-3-60 L 4~1O-3-60 575-3-60 . MOOa5 ONLY .VORI{: ~ I.) 1"... --. ...... t!JM' .' t' .J II III 002/004 No.1163 p, 1/3 JrAXIQ FAX' 6!1-223-S646 PAGBI 05/18/01 07:32 FAX 651 223 5646 MaY.\i6. 2001 2:39PM BOSSARDT CORP WOLD ARCHITECTS . .' REQUEST FOR INFO~TION FROM: BOSSARDT!CORPORATION 8S85 West 78 siroac MhmI'llp"Ua, MN 55438 Ph0D8:61~131~5408 Pax: 612-891+1268 TO: WOLD~TS&BNG~~ 30S ST PB_ . ST. PAUL MN 55102 R.F.I NO.: RFI~020' I D~TB: 16-May-ol I I JOB N.: 0004-02 PRO.TBCT: GRAlNWOOD ELBMBNTAllY A.I. .L.wmON: MIC$EL DBlUlIG , J..I.. LIE: G)rpII1D1 board OIl roof dJot. - We arc requestina ~.you review the followlna matter and aclviIcI on how 'We arc to proceed by 23-May-Ol if possible. In the ev. that your de~..,-.ination coDJtitutca a chqe to the contract please issue a modification as required. Issue: Pleuc verjfY~at the gypboard 11 not required on a oombustible roof deck per the attatohed letter 1rom Nieman Rootins Co. and the Undorwriten Laboratories Approvals Sheet. Enclosures: NIEMAN ROOFING Lh.l....l)""DAu~,.v 319/01. cc: .JOHN OIRGBN Yours very truly. roOD lVBRSON ) Reply: ~ q", -r ~-~,4,f #)", ~J'p" ~~ ~~~. -I-~~ P.,H'hH'/J" r'~ &closures: cc: SIONBDBY: 4~vOJ RECEIVED TIME MAY, 18, 7:31AM DATE: "5//741 / 05/18/01 07:32 FAX 651 223 5646 WOLD ARCHITECTS " BaMa Y \ 16. 200 Ii: 2: 40PMi127~OSSARDT CORP NIEMAN ClJMPANXES , 03l0'.l01 WiD OatU 'AI III 1131 1101 ARCI CONStJt.T,ANTI No .1163 ...... N ~ t=u."4 JgJ 004/004 P. 3/3 63 I4II)U :J '.. .... I UlldeFwrlten Laboratorltl Approvall DtJIp II A" AdhI1'''' Roo~1 Sy.... , ." J ~ : t .".= ". I 1 1).0 1'JpI :.....'1IIon _)(4) I I CwrA~" ~t.~n." 111_ 011 ,~ ,... _ m,~~,~~: n ~_r . ~4. c 1 '.'~ l , ..... SIepeIMtaMMnt T)p. (1) _1Idm ...... . ra D- .... b Blite- ft~ ,.... .0101 ,. ...., or )blnt. 'h' 1DX'l'I&4 .- 1" Mia. ~ I~" ,. JI4' ,~ 111' 100. II~" NIl. MIA III ln' '.MbI. 9Oo14OA 1/J' 2" lA' 2" NJA MOO J4/A NIl. NIl. 1,112' N/A. . I-la" Mia' IO-MOA. 112.11 111 l/411 '" 14. oa.... .. .... 111' NlA. "'^ ,.. \11- p. .,...... . .... f&ItI :... ... <') ='. HP~ ..rdIPo~. 1"" MIft. tOol.SOA 1. 11,1"""". ,II - .. . l" 1(3"* ." MIa. go.l-30" l' ~. I" Any' r. ~La' HP 'J"" \11' Mill'" t00140A I" troIY1~ I" ......, ... IhIM(S) en ",,"t CarD* II'....'" I" *' ..~ . 02...... ,...-IMII ql'V'o., J J · ~ ""TArI ".. f;r...... __. _'- __ for daII....lI\~ ,. :a.tn" 1&112-. " 1. I" to...30A I" '" 1" '" Not.. (1) 'lbt..dIId ~ may ~ cotWwilh 1M-11IJpII.ac:a.dnr 1ft ICCDrftAtl ~1ItI euUtIl'. hnltlcaclOllJ, Tbe....... Iblll 1~ 111/.111. IftsIlm or t1Il...... .,. ....IW tilt....... ~ till ..... wblc:taew !alai. (~) tIN." mt)" m~IY"""" __ w\d\W8r AbIIw. btt an at IV Mr "I' " 'UlI ."..,. DOltS ,cfbewIY.. 0) 7'11" tbII1c . , ~,. raM ....... ICe. boar<< (011) .) .. .Ihd for ClII....1tl1llelvlt' .w '" '" tt.1ell Ismnbllcs. ". __' for 11II 011........,.,. Camlt Ullal A47-1). (4) .... (MdIM .." AM . lit...... . mIni1nlllllof.. "- J.. '" IbI WOOd die\.. (S') All..".... aa I. ..,.... CIa N a. .r "" tol_"'= e.a,&AIIlfyp. ~ Vapodw OBt GA' aafUlh Nit, " 11... Shud. MIft'llltl OS..... 0tI'nlq, p.,. "" NeI. 'II Dr '11I11 ....... .. tJ9J RECEIVED TIME MAY. 18. 7:31AM lo. .... .... .tJ j-'11 .'I~.~~~' REQUEST FOR INFORMATION FAXED FAX # 651-223-5646 PAGES FROM: BOSSARDTICORPORATION 8585 West 78 Stireet Minneapolis, ~ 55438 Phone:612-831~5408 Fax: 612-831~1268 RFI NO.: RFI-020 DATE: 16-May-Ol TO: WOLD ARCl1jJ.l bCTS & ENGINEERS 305 ST PETER ST. PAUL MN 55102 JOB#.: 0004-02 PROJECT: GRAINWOOD ELEMENTARY Al IhNTION: MIC~L DERRIG llILE: Gypsum board on roof deck. We are requesting that you review the following matter and advise on how we are to proceed by 23-May-Ol if possible. In the event that your.detennination constitutes a change to the contract please issue a modification as required. Issue: Please verifyithat the gypboard is not required on a combustible roof deck per the attatched letter from N~eman Roofing Co. and the Underwriters Laboratories Approvals Sheet. I Enclosures: NIEMANiiR,.oOFING LbllbK DAlbU 3/9/01. cc: JOHN GIRGEN Yours very truly, TODD IVERSON Reply: Enclosures: cc: SIGNED BY: DATE: 03/09/2001 14:11 6127585112 03/07'01 WiD OU:la FAX 812 935 8502 NIEMAN COMPANIES ARCH CONSliLT4NTS -+-+-+ NIEMA~ Underwriters Laboratories Approvals Deslrn II A" Adhered Roofing Systems ..a__..."""._.._'~I"I". l \ PAGE 03 ltJ fll.l~ "'. " ~ , 'r,'" . _11'_""-' ,_.'R tJl, Class "B" ~:~~.nne~~I) .~ ])eeJt ~ wuf.tiOl1 (2)0)(4) COlnbuOIe PoIfi.oeyanvrltO 'ilted on ptdvlo\q PIIC Po!yllOGylInu,.te ,,-,cd Ql\ prllVlClUs .,....f O~:Ban Shccl (~) C.lble HP 1loc~yery ~tdlPolylsocylllur.t. l ctrl.,la HP RlJQOvery a"dlPolyl~tate' Q3 BUf Shcot.{') C.rUslt I{P 1tl:covery ~,.t4I CI lase Sheet (,) . ".'.J' tn.wlatlon 'Ihi~tI$ BoacUnl ~dhem-. FR .060' n- 1"1u. Std. Relnf or .,.,;..4 FR Retnr. :2. 1.11::1" ,. A':IY. rMln. 9O.S-3OA S.SOO 112" lIZ' I" NfA 114' N/A * v.lJle11 SeeurTA'E is \I,tel for mOlllbranupllcllll, ml"lmum roohlope for thlussemllly Is J-ln" in 12'. 4' Min. 9O-8-3OA 1/2' B-~ 'H/A 2" N/A il4" NtA Briet. Pb' _060" ," I" 112' 1/2' 1.112" Mm.' 9O-8-30A In" 02 B..o Sheet B-~ tn" In" Min. 9O-1,30A r /l.an"MIIl. \.12" MIni 4" MiD, 9O-1-30A I" N/A 114" N/^ N:^ Nt'" I" )" 112" ll2' In" Min./ !iIO.1.30A I" I" MIn.I 01 s..o S!leet I 1" Mln.t 904.30... I" G1Buo s_ " ._.. JI ,. . . " . 1." ~; J" I !: 1" 1" 1,12" \' I" \ I" l' 1" 1. .-1.. I" a" -.. ._~-"._.J Nots: (1) The ,ptclfted ml/nbIllC\O may be coated with EM-! Hyrtlcm- Coating In aecOI'clance 'Nitti C.t1itlels Spc:;ific:aclons. The deck <<lope Iii lhen 1l,,,,,,tl to 112- ~Ixlrnllm or the ",.xlIllUnl slop. speclfted for tlit OOIl4truet1on without tlUI CNtinI. whichever !s leas, (1) Insulation m,y ~ meclwlicany rUIVI'II4. attached with 'P,AST Adhe.lv~. Typo In or IV hnl asphalt or UL approyed cold Ildholiiye. (3) 7{tO" dlllSk fIOflo~, AP^ rated C)rl~ "rand boanl (OSB) may \II ,ubaCltuted fot Carlisle HP Reccvlry SOaN in .lIlistc4 luembliC:l. T\1e fut&Nlta p.m for !.he OSD m,- c:Oftform wi1l1 Carli.\t DellJ.il ....27.1). (4) l~atloajoh''I$I~ttom layer) are to be .uu;ted I minimunl of 6' f1'Omjoi~ in the wood dec\. (S) MctpJObl, 021.. ~Otl WI be :lRe of me foll~la8: CcluLllt Typo Ci2 Vaporbar GD. GAP Oaftllas Nc. 75 BpI Sheet, Manville Gl,,~. Owen. Comlq Porma lIy No, 'll or l amto 0111._" ~"". .. 9M .'-- .~ II BOSSARnT CORPORATION P1Vfessiollal Construction Managers MEMORANDUM DATE: ~ay 22, 2001 Michael Frantz, Donald R. Frantz Concrete ~huck Kruger, K & K Fabrication, Inc. Dan Dufek, KMH Erectors, Inc. tames Lloyd, Lloyd Excavating, Inc. Todd Iverson, Project Engineer -rI GRAINWOOD ELEMENTARY SCHOOL ARC11lJ.J!.CT'S SlJ.t'J:LEMENTAL INSTRUCTIONS #G-l Enclosed pleas~ fmd a copy of the Architect's Supplemental Instructions (AS!) #G-1 dated May 16,2001, for ~ork on the above referenced project. TO: FROM: RE: We request that you review and incorporate this ASI into your contract documents. i i Thank you, an4 please contact our office with any questions or comments. TI:jsb Enclosure cc: Dan Mehleis, ISD#719 John Girgen, Be Steve KHmer, BC I Ted Schweich, Be File. 0004-02. 634 F:\2000\OOO4-O 1 \6CONT ADM\3CHG&REQ\ASI-GW\G-l.doc 8585 West 78th Street. Suite 100 . Minneapolis. MN 55438-1094 . 952-831-5408 . 800.290-0119 . Fax 952-831-1268 . www.hossardt.clIl11 ~'e. e ~ L ~j!!ft..G: o ... - ... - . ... DIS1lUBUllON: SUPPLEMENTAL INSTRU J'IONS PROJECl:. lS_Q 1I11.9"...PJUOJLiAKE1S.AY-8!iE_=J;llSJRI.CT ~IDE TO BOSSARDT ATTN: TODD IVERSON 8585 WEST 78TH _~3REET ____.__'____,__.__.,___.._____ MINNEAPOLIS, MN 55438 This no cost change is to be carried out in accordance with the following modifications to the contract documeDtsdescribed herein. Ifthischangeeffects cOst. do not proceed with thischange. Notify the Architea in writing within lOdaysof receipt that an itemized (labor andmate.ria1) quotation will besubmitted within21 daysofinitial receipt oftwsSupplememal 51 lnstruaion. If a cost is not submitted within 21 days. thisSupplementallnstruaion will be accepted at no additional cost. 'hi Dan Mehleis. l' ISO #719 )( Steve Norberg, Dunham ~ Dan Johnson II "'"tf Grea Neva. II o/~Dan Saxton, II ~Nick IQle. II ~ GreQ" Green 1 ev , BKBM f.oan Johnson. AJA ~cott McQueen, ( WOLD ~Michael Smutny, r- WOLD ')( M0~~~~= Wc9U:::> ' "" \'i/, '11':\1\':1 In I' ;p. .\:->11 E:-><:I:->EEI\..' .\05 S,.. PETERSTRf.ET ST.PAlil..MN 5510~ 651.227.7773 FAX 6S1.1~3.564() ~5Solm I GRO\'ESTRa'T St:I1'F.500 EI.GI!',IL 60120 847.608.2600 FAx847.608.2654 #6,-1 C<:lMt.1. N 00087 .Q)NST.PACKAGE ITEM: J~ DESCRu. . 'v.~: e..6-V t S E- CA-t-Io P1 U)'-U M tJ PG1e- 71-i 6- A'~G--D Me...jllil(5)e:A-'.JD UM. AIT^ON~: Bk::..5H tM. E...t\Ab-e...&1.JDU M r.::>t>~'":l _____511~lo' __ ISSUED BY: ~ DATE: --$ r~~~__, D \ ARCHITECTS AND ~NGINEERS WOlD AIlCb......... AND Ilh'_UlIll\S rngto 505 ST. PEl'IlI"'AIl&:oI , ST. PAllt, MN 55102 PAX: 651.2.a5646 'l'PJ.: 651m.7T73 2S SOUl'H GIlOVJI A VJ!NtlI!, surrJl SOO BLGIN,I. 60120 PAX: 8f/.608.2654 'l'PJ.: 8f/.6D8.2.600 . ~ . , ..; 1'-6" }", ~ VERIFY , , -l'j ~ ~ _.~.} ! :~~~ = " '<t ~ " , i ~ ~ 10'-2" l 0" 6'-011 ;'1 ~ (~ y_._._._....................y.........._~. ~~.._.J ,L ~ 5'-0" j ) ~ HC.P. r 1'-6" 4'-10" / )(~ GHANGING ~.~ ~~ 4.2'-11" 'q. ,~ 7 ~~ 1) 9 I . ~ .. r -^;~I\, r ~ ~ ~__. ,Ny (L" r ~t:_~, AP Dl5P. .., .'f", ,~p~~~ ~~ / ~ .; / /\~ / / / ..{(;]~ / / / / / / ~ ;- ~r\ j1TPH.- 0 r\ HSOAP Dl5P. / ~ ::? 'Vr! 'iAR':' ~ 'r '\ ~MR.I l' / ~( /ll HC,P. HC.. \ ~ HC,P. LAY. 1 ~ ~ I'"" I V. ~ ~ING - / : N .. C, c. -'t;'"= TABLE"'" -', H 1~11-6Ilf (5'-~ )~ 2'-811 ~ "~~~. 5('-bCV Q 611 6A 4 I N 4- '.!.." -~ T ~ ~,- '<t _I ('() GB.11 ~ , TPH. j:... HC,P. vt;,. GB.12 ; ( = Q I " - ;~ - = " '<tH = " Q " = " co ~; ~ " = ,,9 , , = ;" co HC,P. vt;,. SNR. GB. #2 TPH. 1 co GB.11 J ('() ::: ~ REVISED DIMENSIONS FOR OVERALL ROOM SIZES AND FIX1~ PARTITIONS, AND ADv11JON OF PARTIAL HEIGHT SC,REEN JA N-LS. ~TE: REFER. TO DETAIL 2I4-3g FOR JAlALL TILE PA I I r;:rq,( ENLARGED TOILET ROOMS AREA "6" RM. #G117 & #G118 V4' = 1'-011 SUBJECT: FLOORS MALLS DATE: V3V01 REVISIONS /f\ COMMISSION NO: oooa7 REV. DATE 6/26/01 FSK f9\ 7g~ ..~,.., ... ",", ....... .'j .::. "~7&Dt'tSo 111'0 0 6I71t:1D01 0 l5o:l3017 0 H5H UJglD . z () ..... I- ..... I- et <: Q.. li:i ....J ..... () l- LL () ~ :I: ~ [ ~ ~ I in .' , .' , ',.a4 ,. SUBJECT: KALL TYPES DATE: 61.26/~ REVISIONS .^ s.~.,.., ~ AIf'SI:I6~ I ------:1 If / 11 I,) Q I .I I ." I : .'A~7i I " I I .. . I I ' ~ I I / 'I 1/- 1 /~ / . I / ~V ~(/ /' ~ SEE PLAN ~.~ /: /' .( ,,-17 f / '/ // / /: / HATERSTOP MASTIC. EA. SIDE / V~ FINI5'ID FlOOR IU .. 1 4. , . . " ~ .,. . '., '~ ~..~ .. . .. .' WOlD AJ..n..."",... AND ENGINIlIIIlS 61fPSJ: PIFl'H ~ lAllf.l ST. PAUL, MN 55102 PAX: 61U25.S646 TIlL: 61UZ7.7773 71S TOI.LGA11lIOAD, surI'Il H ELGIN, lL 60125 PAX: 1l47.608.26S4 TIlL: 1l47.608.Z600 . . BOND BEAM tV1 #5 BAR CONe.. BLOCK l'mH FINISH AS sc,HEDULED CONe.. BLOCK OR GL. BLK. #4 BARS" 24- O.c,. - GROUT CORE " EA. BAR. EXTEND BAR TO BOND BM. ~ALL TYPE #5 1 1/2" = 1'-0" COMMISSION NO: 00087 REV. DATE ~ 111'00 6/ZTt:IDOl 0 tiol6.lI5 0 H5H IllgLD e I e/ ~ -=- ~ T I TII T TIT III T I 4EG. , (;-6" 5'-6" ;. I~ ~ _I N ". .. l.' .. ~ <.......t= ~~~?'~=..~~ J~: =~~; r~ ~~ ~'4='1 ~,.tl~~~ .~r ~ '~. i.-7" ~~ ~0 F[f' ~ .H ,c ~ -' j:.... - -.::.~ ~n '0 ...........r'f', /'f'I', /r'I', ............11'" - ,. ... , .... '" .... , ... I '" ".... ......... ....., ..... N' ......, ....., ", " f-- .. ',,,," . '~..." . '......." . '...."...... .:>./ "(1' - f.... ;. 2'-6" '" 2'-6" H 2'-6" ~ 2'-6" 10'-0" WOlD AlIC.......... AND BNG........... 305 ST. PEl'I!I. .1lAllGI ST. PAlIL, MN 55102 PAX: 651.235.5646 TIlL: 651.2'1:7.7T73 2S "uul<A GIOVIl AVENUE, SUrrB SOD 1lLGlN, II. 60120 PAX: 847.60U654 TIlL: 847.608.2600 e & , ;. o ~~I~~.~~M #6t17 FAX LINE FINISHED END PANEL, TYP. BASE AS SC,HEDULED o :~~N RM #6103 FSK fb\ 9g~ SUBJECT: IN I t:t<.IOR aEV A TIONS DATE: V3V01 REVISIONS A\ COMMISSION NO: 00087 REV. DATE 6/26/01 ....1-:1.. j.' ~~.,j,," "fj ;. A\FSk.9.DH:s. 1IlI'O 0 6I211:lOO1 0 15t2to8 0 H5H D .. - ----......--. ... DlSl'RIBlTIlON: flDan Mehleis, ISO #719 ,Lf Steve Norberg, Dunham ,6 Dan Johnson II "tS Grea Neva _ II Ai Dan Saxton, II A Nick IClle. II p GreCl Green 1 ey, BKBM A Dan Johnson, AJA ~ScottMcQueen, WOLD ~Michael Smutny., WOLD ".. PROJEcr: lSDJIl19_PRIORLAKE/S.AVAGJ: __"::.DlSTRlCI JUPE TO: BOSSAROT ATTN: TODD IVERSON 8585 WEST-18TH STREEL_____ MINNEAPOLIS, MN 55438 Submit an itemized Qabor and material) quotation for the proposed modificationsto the contract documents as described herein within 21 da ys of receipt. If a cOst is not submitted within 21 days, this Proposal Request can be accepted at no additional cost. Written approV21 is required prior to proceeding with this change. PR Cost Expectations: 0 Deduct 0 No Cost 0 Add $ MAY .') ;.. .::. ,) 101 \X'. 'Ill AIICI tn n :r~ ,\:-:1' E:-'(;I :-:1'.1'.11$ ,}05ST.I'ETF.R STREET ST, P:\lIl.,MN 55102 65J.227.m3 F....X 651.213.5646 25S0L'lliGII0\'F.Sl'RE"" SI.Ill; 500 ELGIN,IL 60120 847.608.2600 FAX 847.608-2654 # 6- 2. CoMM. # 00087 CoNST. PACKAGE ITEM: L D:IU';~" ~ ~.//~ /J44 .:;;:ft:,~e:T4'ff.A'1 ~~~ / .?v4"// J'~'~ d.h'4~ 4J?~ P.J'~" -j . An AQ-lMf.NfS: r~ ~-_..~- ..2 _c::i ~ - ~ - _______ 7-----Z- (;/~'-_..._----- ISSllED BY: /f~~ DAre _~/~-l------.----, ARCHITECTS AND ENGINEERS D AIL OF CONSTRUCl ON WgLU . b ,., 1 ~ 7~ " b ';;' ~ '-I 1'-0" , ~, " ;, r ~ 19i-4i 4'-4" H 18'-9' WOI.D ABehu....... AND ENGINBBllS 305 ST. PETBIl"&N:lD& ST. PAUL, MN 55102 PAX: 651.223.560(6 11!L: 651:J:J:1.TI13 25 SOUlH GROVE AVJlNUE, StllTII500 BLGlN, II. 60120 PAX: lI47.608.2654 '11lL: lI47.608.2.600 . . . 10'-0" " '\> ), MIN. TO Y. 1'-0" TRANS- ) ( : FORMER " " 6'-3" / / / / / / / // / / / / / / / / ;~ r-:~-:=~-- / / / / / / ~~. ~ // / 1// / / / /'/ / o. _I -c ~ 121\ ROc.K FAc.E 6LK 5C.REEN HAL) / / // / / / / / , GHILLER UNIT ~ (. 6" lHICKENED SLAB // ~ UNDER (,HILLER W#4 _Yu_; .~J + I () _I ~ '<t _I " I t --9~~H~~~~ J/ FENC,E GATE WLATc.H / ~ ~ ~ / / / / / / //~, 1/41\=1'-0' CHILLER SCREEN ~LL PLAN DETAIL ':1 ,-, L____________ k 19'-81\ SUBJECT: PLAN VET AILS DATE: 5/16/01 REVISIONS^ COMMISSION NO: 00087 REV.' DATE s,.....~... "",_~7\C. AIf1l't6DI'G 1UPO 0 ~ 0 e.4904 0 H5t1 ,... ~ (. , , g '<t 1 ~ ~ ,- " ~ 19 D AIL OF CONSTRue ON WOlD AR...ru......... AND !!hUll......... lll~LD 305 ST. PETIlIl..1AU.. ST. PAlII., MN 55102 FAX: 651.223..5646 "11lL: 651.2Z1.7rn 25 SOUlH GROYJl AVllNU!, SUlTIl SOO llLGlN, U. 60120 FAX: 847.608.2654 "11lL: 8(7.608.2600 . . . ~ 1 PI<EFThlI~EO MTL FLA;l-lI~ 2X I t<.U WD BLOCKING 3/4" TREATED PL Y~D 1X TRD WD BLoc,KING " = "\t ~(~N ,. '" ;, j 1/4" x 2-1/2" ST STL TAPc.oNS,2 EVERY 24" O.c'. 12" BOND BEAM ROC.K FAC,E BLoc,K c.oNT. K;:..., ...,(, STRIP sc,REHS CD 16" OL. #5 0 32" O.c'. IN GROUTED c,aLS 4" SLAB ON GRADE /~ / ~/ \ j.r / ("_)00 ~ . , . , " ~ nmlllllllllmllllllllllll~1: · (,:.< · · . '-TIT 111==1 / ~~ ':"-':'::':"'". ' --TTf::// ~.'i o & ~ 9 ~ (1) Q ~ ~ SLAB HGT. 100'-0" $- 6" SAND c.u5HION ........ 12" BOND BEAM 12" c.oNc'. BLoc,K #5 DOve. WALT HOOK FTG HEIGHT / "4 V.4 " 96'-8" $- <I ~... .4 4 .4'" ~ ~ .. ." '\ 16" X 12" c.oNc'. FOOTING W2-#5 c.oNT. _!._~-, ct "'. ..J oJ "'" ;" = ('(') C,HILLER SC.REEN ~ALL DETAIL 3/4"=1'-0" SUBJECT: EX I t:t<IOR. ~L UI:: JAILS DATE: 5/16/01 COMMISSION NO: 00081 REVISIONS .^ REV. DATE (;) 29 So\JS07l9II3_~" ..,~ DOOtiT'G ^IfI$K26D11& l1JPO 0 Sl.23f.2OOl 0 13.37.10 0 H5H D AIL OF CONSTRue ON UJOLD . = "<t - N ~ Z a ~ , cO Q ....= 8 .H ~ ~ <( = > ~ - , , = "<t ~J:~ K ~ .f-:-~ . .-.....: ~ ( .. . <I iff.. <I .d .. .. - j .:I ,- .. 1'_0" t,. II ~. '. l ,~;.::,.,.,:.",,~,:::::':!" 1 . '.';" :," .' . ~ ; ~. ~'-r II III ~ =:111=:llllllmlllmlllm .~ ,Jl, "ill" ,ill",IIITfr"llllllllli ~ '11-=111 , II ,,6. , , ~ I/~/I .d .. / '.:\ -:" ). ... .<1 4S . 0<1 C.HILLER SC.REEN V'iALL DETAIL WOlD AllQ..,....,.. AND BNGw........." 305 ST. PI!TI!R .. ,AU,. ST. PAUL, MN 5510Z FAX: 651.2a5646 TI!l.: 651.:227.7773 25 SOUl'H GIlOVJ! AVENUE, Stlml soo ELGIN, n. 60120 FAX: 1I47.60U654 TI!l.: 847.608.2600 . . PREFINISHED MTl flASHING 2X TRD VID BLOCKING 3/4. TREATED PL YWOOD 1X TRD HD BLOCKING 1/4. x 2-1/2" ST STl TAPGOHS,2 EVERY 24" O.G. 12" BOND BEAM W2-#5 Roc.K FAG.E BLOCK c.oNT. KEEPER STRIP sc'REJr6 CD 16" O.G. #5 . 32. O.G. IN GROUTED c.alS 4" SLAB ON GRADE SLAB HGT. 100'-0. $- 6. SAND c.u5HION 12" BOND BEAM Kl2-#5 12" GONe.. BLOe.K #5 DOHa KlSTP HOOK 36" X 16" e.ONG. FOOTING KI3-#5 c.oNT. . BOT. fTG HEIGHT 94'-10" $- 3 - #5 x (,ONT. . BOT. 2 - #5 x ('oNT. 41 TOP #5 . 16" o.c,. TRANSVERSE. TOP & BOT. 3/4":1'-0" SUBJECT: EXTERIOR YiALL VI:: I AILS DATE: S116/0t COMMISSION NO: 00087 REVISIONS ^ REV. . DATE 5'\"'001... ,.. ES_6AADI1OOD\...........,..,t J:, A'r5I36..Dt"tri 1IJPO 0 :;r.l312OO1 0 ""7,311 0 HSM ~ 39 1,':' WUlD . : - : :1Ii ~ \j~" . - u - J "'L-.J 0:0 cO n ~ - C) I Lf) , " ", 41_c'j"': ,','I r ; l / '-b II J ' ~ /;( 1; .------~-j )( ( ~ i II [J FE#2 '" ~~/ / , 511 91-1011 '" ':~( V',ORKROOM/ ~:: co G110 ~\, , ~.~ . ) .7'-8( i ~ 0 ~) I[.~.'.;J:I l ~ ) ......( J I -- ~. 1/4"=1'-0" REVISED ~ORK ROOM PLAN . J /0 ,1/ ~/\ 71 -4 II IV N ......- --- \!) t; WOlD AIlCh......... AND mm............ !105 ST. PBTBI ~....... sr. PAUL, 1m 55102 PAX: 651.225.s646 TIlL: f61Zl1.7T15 25 SOUl1i GIlOVB AV1lNUIl, surm 500 IILGIN, IL 6OUiO PAX: lM7 J08.2654 T.IlLr lM7.60B.2600 . NOTE: CONFIGURATION OF RB..oc,A TED GASEHORK IS RE\IER5ED PER THIS ~. SEE ALSO REVISED 5A/4-Sg. SUBJECT: REVISION TO DRMING At3g - FIRST ~LOOR AREA '6' DATE: V3Vot COMMISSION NO: 00087 REVISIONS A\PR 6-4 REV. DATE S116/ot S. ~...II".,I.E5_6R.. ...... .oooe",,"A~.J:JMIiio 'lUPO 0 5Il6I2OOI 0 16o!Mo3t 0 115M c;) ..~ 1Pa.D AICh............ AND IINGINIlIlIIS UJeLD 50S ST. PIITIIII............ sr. PAlII., MN 55101 PAX: 651.225.5646 TIlL: 65'LrE1.7T73 2S SOtlTH GIOVIl AVIlNUJ!, stJlTJI soo BLG1N, U. 60120 PAX: lM7.608.2654 TIlL: lM7.608.2600 . . EXIST. EAST ~ 0 ~~~:.oOM #6110 NEW CASEWORK )( 2'-(," l 2'-6" l 2'-(," t;3~ ~ ~ ~ ~ ~E-o- = -0 -' II II /', /', /'" / ' / , / , , c== == '.. :~== '=~l (== ==~ ==~ , /, /, / / '~ 1/ '~ L/ '~I/ 1/ ~ ~..L. II -~ E-o- ~ () _I m. ~ PROVIDE NEW FINISHED END PANa AT EXIST. C,A56iORK ~'- (7'-8") X CASE~ORK RE-u5ED FROM EXIST. WNF ROOM 8'-9" NEVi CASB10RK ~ST o ~~M 116110 SUBJECT: Ih I t:t<..1OR ELEV A TlONS - REVISED DATE: V6Vot COMMISSION NO: 00081 REVISIONS it REV. DATE 5I16/ot fSKf5\ 5g~ S'~...;.;;l"",..15_~" ......,... ..........'j J:,~.Dtt:$. 'MV 0 5116/:1001 0 1604505& 0 H5H Dunham Associates Consulting Engineers d Project Memo~dum Date: To: From: May 15,2001. Michael Derring - Wold Architects Dan Saxton PROJECT: Comm. No.: Grainwood Elementary, . 0400058, Re: RFP #005 Grainwood 1. Mechanic~l1 drawing changes: Rl/Ml.Ol Demolish mechanical as indicated. Rl/M3.01 Add a1i1d revise HV AC as indicated. M3.01 Remo'rfe the convectors in the rooms listed below. Remove the associated controls and valves. Cap the piping in the tunnel. In areas where there is no tunnel cap the piping below the floor and repairithe floor. The rooms are: Lounge, 260, 270, 272,274,273,271, 262,264,266,265,263, 261, 25S and 253. M3.03 Remo'rfe the convectors in the rooms listed below. Remove the associated controls and valves. Cap the piping in the tunnel. In areas where there is no tunnel cap the piping below the floor and repair 1 the floor. The rooms are: 241,243,245,247,246,244 and 242. Rl/MS.Ol Add ~TU-4 and gas piping. Demolish condensing units an piping. Rl/M6.02 Revis., detail l/M6.02 as indicated. R2/M6.02 Revise detail 2/M6.02 as indicated. R3/M6.02 Revise detail 3/M6.02 as indicated. P:I04OOOS8\C. ,.." ..RFpill-GIOSI S.doc 8200 Normandale Blvd.. Suite 500 Minneapolis. MN 55437-1075 Tel.: 952-820-1400 FAX: 952-820-2760 DunhamAssociates.com Dunham AHociates I:oll:;ulling Engineer.; d Il~lIJ NGnrollll'la/lt etwd.. '~'jij MllqllP'.~r.. MN 5lj4"i~-li,'5 T"':'Jf.~..,(fl-I41.J Fax: 95~-~~1l-~7rjl) OIJIlhonoA.......IoIil";.;:i.'llI . ~ "7J / >'ESTIBULE 'I I " -. I 1.:::....::.' - I \ --~.~, fi~' fi~ ~-" ~-" "...~i "...~ ~~.J ~~.J I SP. ED. I SP. ED. I I I 292 I I I 293 I I I I , I I I k.}:J .-______.1_____ . ._______..J L__\!._______J~ I Si9;D. I ~ I ! ~ / I I I I (r) I ~-" I I Z. I I X-t--, > I S~-eo. I II ~-" ~- r . -----..)( I ~-" I I II ,,-~ SP. ED. I)(-f------.,-~ I, SP. ED. ~ 1<-'" 6 Q om I 295 I \ ~~ . 7"1""-:J ~::OVE (2) FANS. (2) ~LS \ ASSOCIATED DUClWORK AND (2) ~i CONDENSING UNITS ON ROOF \1 I -A. , \ I I I I~ I L___J ---- REMOVE GRAVITY RELIEF VE.NT AND ASSOCIATED DUClWORK C2: 1 '.T) ~ /\ PROJECT GRAINWOOD ELEMENTARY SCHOOL SHEET TITLE DEMOLITION HV AC PLAN AREA A SHEET R-1/M101 RFP #1 CIJMM. NO. 0400058 CHECKED BY DS DATE. 5-15-01 DRA WN BY BTB '" / n !:J ~'V~ ,REMOVE EXISTING CONDENSORS -\\ AND REFRIGERATION PIPING o 1" "- t\l /<>,/'7 ZJ "J/' o 1" u RTU - 4 v.JL, - I ,/ RTU - 7 / Dunham Asiociates ~:.urJ:julling ElIgineer~r.'" d ..dJINGnflllllllalfl Blvd,. #",., M~~I':. MN ~5oI';'-li,'~ M: :l!i~"'~".1.1~J Fax: 'l')l-illlJ.l7/j/) 1loJIM1"'.;;'<.i.de-.;.:;i.~" PROJECT GRAIN~OOD ELEMENTARY SCHOOL SHEET TITLE MECHANICAL SCHEDULES SHEET R-1/M501 RFP # 1 COMM. NO. 0400058 DRA \iN BY CHECKED BY DATE. BTB DS 5-15-01 ~, - - /' I'" J t , "8'"ca l · k .r/~7 ,. \(S'ca >") SP. ~. ~ \\16(f//S/ 0 I 29 ZpO \ 3 " ~ \, 0 & \ ~ ij. '1 \~ " I . I' \ ~ '\ 1l" '\ 'oC~ X~_____20/10 20/10 \ .----?;,~ _ "~~ t2\6 OVAL /. OVAL \ E't!&] 0 \ I ~ 3 VESTJB9UBU1E IRTU-41 a-, . . I I, I I'" ~ I ~. ro .~l~ .A!> ~. '(Y 6"0 ~ 1I ; F--" .. L Sp. ED"!"-o.rt:J.,..1---'~4~2? /\38/10 OVAL ,'t t cp <<;J' , I ' I ~ \ . / E \ 24X2.0 \ \lS00/ , \ r.1 AC:;C:;Rnn~ DROP 38/10 OVAL DOWN THROUGH CEILING KEYED NOTES: o CONNECT TO EXISTING 12x8 GRILLE <9 DROP BELOW BEAM o INSTALL DUCTWORK ABOVE CEILING ~ INSTALL DUCTWORK TIGHT TO EXPOSED 'VI' BEAMS BELOW CEILING ~ DROP 20xl0 OVAL THROUGH CEILING h\.. TRANSITION FROM RECTANGULAR ~ GALVANIZED DUCT TO FLAT OVAL. -- I:~ROgEnglneer" d n~. Ncoflllilll'lalH elvd.. 11'51.1 Mil~~~i:',... 5".1'4';",1;,"5 Ti!t:'~~';'~l-141.' Fax:. '!".K~lJ..~7(j1) Dur"""'oA:;A."'WIe';.;;L~1I PROJECT GRAINWOOD ELEMENTARY SCHOOL SHEET TITLE NEW HVAC PLAN AREA A C[)MM. NO. 04000S8 DRA'WN BY BTB CHECKED BY DS /~~ I 30x30 GRV-5 . ..t:: 3E SHEET R-1/M301 RFP 11 DATEt 5-15-01 UNIT SHALL HAVE MANUFACTURER SUPPLIED BASE TO, RAISE UNIT TO PROPER HEIGHT TO CONNECT TO EXISTING OUTSIDE AIR. SEE MANUFACTURERS RECOMMENDATIONS FOR CONNECTING TO LOUVER. .J NEW LOUVEm BY OTHERS SEE ARCH~7'\ ^ ~~ ^ ^ / /~ ~ CHILLED WATER COIL ~/ ~M COIL ~j Q UNIT VENTILATOR SEAL AIR TIOHT BElWEEN WALL AND UNIT VENTILATOR PER MFR'S ?f RECOMENDATIONS..... ..., / FLOOR o u CHILLED WATER _ t1 6 SUPPLY ANQ / ~(])-J . :-1/\ RETURN MAINS-- ~~ 10#STM 10#C ( reD f T j1a:i~-EXISTING STEAM J & CONDENSATE CONDENSATE DRAIN r- TUNNEL / I? CD ~~~ VENTILATOR LOCATED ABOVE TUNNEL Dunham ANociates llon:;ulling Engineer:; d 11'd.) Noor...~laI" 1!Ivd., lI'Siill MlIHl'!iIP':&r.. MN 1j~'i".1iJ"1j Toll: 'Jr.<-_<'J-141., F.: '!'.i.-il'lo-:mjl) Dur.....llA'i;;;:.wl;r;.;:..'"1 PROJECT GRAINVOOD ELEMENTARY SCHOOL SHEET SHEET TITLE MECHANICAL SCHEDULES R-1/M602 RFP #1 CDMM. NO. 0400058 IDRA'WN BY BTB CHECKED BY DA TEl DS 5-15-01 / COVER VERTICAL PORTION OF CD, CWS & CWR WITH .01S" ALLUMINUM WRAP ... ... ~ ..J / UNIT VENTILATOR NEW LOUVER ~ . Q BY OTHERS 0 ~ 4 SEE ARCH~ ....,. u ~ / MS.O ~ ^ // CHILLED WATER COIL -./'-+ ~ / / CONDENSATE ~ ~ Jt'// STEAM COIL PUMP ~ SEE 4/MS02" ~ ;: f?\ '~~ I ~-E. ~ SEAL AIR TIGHT ..., u t r BElWEEN WALL , I / ' AND UNIT / / VENTILATOR PER MFR'S J RECOMENDATIONS / FLOOR CONDENSATE DRAIN 10#STM 10#C '. ~ EXISTING STEAM CONDENSATE ( ;> / UNIT SHALL HAVE MANUFACTURER SUPPLIED BASE TO RAISE UNIT TO PROPER HEIGHT TO CONNECT TO EXISTING OUTSIDE AIR. SEE MANUFACTURERS RECOMMENDATIONS CONNECTING TO LOUVER CD UNIT VENTILATOR LOCATED ON FLOOR NO SCALE SLAB PROJECT SHEET GRAIN\v'OOD ELEMENTARY SCHOOL Dunham - l;"",u1~ Engineer, d SHEET TITLE R-2/M602 IILIIJ Ncfll\;lll'lal" elvd.. #51.l MECHANICAL SCHEDULES RFP #1 Milllle....,Ir.. loiN 5'j4';' .111'~ T"': 'Jr.!.~!lJ.141.1 COMM. NO. DRA \IN BY CHECKED BY DATE. Fill: q~:HI,I)..,71)ll ()..""'""'"...~.wt;r;.::.~" 0400058 BTB DS 5-15-01 ~ I EXISTING /.... STEAM UNES-./ (/) ~ u ~ 0 ~ u u Q \ \ ~ ~ ;;a;. ~ ~ I f 8 CONDENSATE PUMP SEE 4jM6.02 CONDENSATE DRAIN SHALL BE NO SMALLER THAN THE CONNECTION TO THE DRAIN PAN CD UNIT VENTILATOR LOCATED ON FLOOR NO SCALE SLAB Dunham A:>iociales Coo:;ulting Engineer:; d :1~1J/) Ncflr....laI. elvd.. '50.1 lAifl""ilIl'.~j-.. IAN SS4';'-lij'S Toll: 'Jfo~.,'~'1.14'_J Fax: '!';~.'.,il-,7rj/J Durolldll""i;';'.wlil';.::..~1I 3-10-05A SHEET PROJECT GRAIN~OOD ELEMENTARY SCHOOL SHEET TITLE MECHANICAL SCHEDULES R-3/M602 RFP #1 COMM. NO. 0400058 CHECKED BY DA TEl DS 5-15-01 DRA \IN BY BTB Dunham Associates Consulting Engineers Project Memorandum Date: To: From: May 16,2001 Michael Derring - Wold Architects Dan Johnson - Dunham Associates PROJECT: Comm. No.: Grainwood Elementary 04-00058 Re: Proposal Request (RTU #4) Please issue the following in your next proposal request: d 1. The Electri~al Contractor shall provide a %"c - 3 #10 and 1 #10 ground from a spare 20a-3p in swbd #1 to RTU~. Provide a fused 30a-3p wp disconnect at unit and fused per manufacturer recommendation. See mech. for exact location of unit. P:\04000581Compme05160I,doc 8200 Normandale Blvd., Suite SOO Minneapolis, MN 55437-1075 Tel.: 952-820-1400 FAX: 952-820-2760 DunhamAssociates.com 05/16/01 13:49 FAX 763 843 0421 BKBM ENGINEERS ... WOLD 19t002/004 .--.------~7- --------...------ 19'-11" 1'1' ~ ?_~__________~J I SI ---------------- SIM 51.1 st. t I 6'-1', 16'-8" ,6'-1 l~ ~ II -J.,____~I :: II ,- --.- i II l' -0" , -, II 't, ,I w II ~ J' II It II II II ,I. JL :.=.~~ EX~I.J..~-c~t?-~ . l L____~ISIJL'" ,~O\I ____fXISI_ ~a:::: ~ II ~)?= ..L y::r ~ ~ ': "', rnU-4 ~RTU-7 c..:> c..:> , .) 0_ -..t J -..t' 17C DI ~ ___~ ~ 1700# I C!1" ~ .....~ W-.~ '.~ I I 0" >.? ~ . ,,~( I 01 I n 4A.. I ~~~ v n n L4' n - c::::i 0-' ok. ~ ; St 0 0 O',;t, 0 01 I l4A.. I ~ ~ ,'/. ffi I I co: . '/.'./fIiJ I ~ ~ "~ ~ - I-" ADD J8X:~' '~CES ~ '\?Yil ^ or 7"tIF REQ'D FQR C ~RB) - ,. --(X~ST-l2""c- 20.7 -_!" 11 . EXlsrfic ~ r7--- - - I fEX1ST- 2'-8":1:-" , ;:2'-:3":1: t:l:rr5'-6":I: ,,1'-Cf~ 3'-l(j:fJ ' 'II ,." II II I I t I I I II I I II I I @ PARTIAL ROOF FRAMING PLAN PRO.JECT lIllE !> 5830 Broakl)<n BcUlIv8rd BKBM.. ~~=.18 _'''~ ,",' F-= (783)84&0421 E-MeI: blcbnlObkbm.com DAlE PRIOR LAKE .. 'SAVAGE AREA SCHOOLS SHEET l1llE PARTIAL ROOF FRAMING PLAN , SHEETS1.1 5-15-01 PROJECT NO. 01111.00 SHEET NO. C> 200l lIKlII 1:', ' , ...... M ~ ,..... 1lIlI ___ .. .. .....t II .... ... II lite "....-t, of ... r, , "'11II7 Mt .. ..... . apIIIl ....., priIr d... _L PR 8MIl HNGINEERS ... wow 95/16/01 13:50 FAX 763 843 U421 PROJECT llTI.E @ STEEL TUBE ,ra" SHIM PL } L== t ~ EXIST WOOD DECK l I ~EXIST LAMINATED BEAM SECTION IgJUU3/UU4 ~!,,~j ~~'. :"'~~,',~-:~ , E-M8II: bIdlmObkbm.com SHEET NO. C> 2llOI 8IClIlI n., ' ,R. ,.....u" l 1lIII '*--tt .. _ """"'-I eI .... ond .. .. "....,tr ellllClIII. (,,' . ond ..., JIlt be ltIId or clIpIId tIIthoul ... ..tell _l PRrOR LAKE · SAVAGE AREA SCHOOLS SHEET llllE DETAIL 11/811 PR O~/16/01 13:50 ~AX 763 843 0421 BKBM ENGINEERS -+ WOLD ~004/004 ? NOTE: VERIFY BlKG~ I IS PRESENT ,I EXIST lAMINATED ~ BEAM I EXIST 6x6 WOOD "' I COl " @ PRo.lECT 1l1l.E SECTION PRIOR LAKE - SAVAGE AREA SCHOOLS SHEET linE DETAIL 12/St1 ,STEEL TUBE r -, - (Pl7'8Xl0Xl0 WI _ (4)-%"_ LAG SCREWS LEX 1ST WOO[ I DECK ? r ~ 5830 BroakIyn BouIeverd DATE B"BM MI.IeIpOIa,MNSl54>>2518 5-15-01 RJ Alane: (78S) 848-0420 PROJECT NO. ENtal" .. ",) F8Ic (783) 843-0421 01111 .00 E-M8lI: bkbIT1@bkbm.ocm SHEET NO. ~ 2IlOI lIICIlM [" , lnc. AI rlrItla", ,1. 11* '*'-'I ,. III .......... <II once .... II .... ..,....., <II IIKlIII - . [agIMn. .... IllCIJ tilt ... .... fit capW llIIIhout prlar writ.... _..L PR Dunham Associates Consulting Engineers d Project Memorandum Date: To: From: May 23, 2001 Michael Derring - Wold Architects Dan Johnson PROJECT: Comm. No.: Grainwood Elementary School Renovation 04-00058 Re: Proposal Request Please issue the following in your next proposal request per the City of Prior Lake letter dated April 18, 2001. 1. The electrical contractor shall furnish and install a manual fire alarm pull station in Room 6113 "Circulation" in front of Room 6105 "Principal". P:I04OOOS8\CorrIProposll Rcqucstdoc: 8200 Normandale Blvd., Suite 500 Minneapolis. MN 55437-1075 Tel.: 952-820-1400 FAX: 952-820-2760 DunhamAssociates.com '06/25/01 08:27 FAX 763 84 421 ~,~::~',<.~;','f - BKBM ENGINEERS - / ~ t. .~ SIM 11 .~~ S1.1 , ~ ~ ::,' S -=-_:- ::::5' ~'.,. o .DECK . DIR ~ 1 I I I I . I I I I I I I flu- wi S" -elC:~\ b ~i ! INSL4L., w( '3"''' rt '(w Oa b ot.&.,...... . I I I I 1'1 I I ~ " I Q I :> -<C. w IT) - -C() ~$' Ie X :r " :;:. ClO ~~ L.O r-- . en . x. , wi - ~ ~ RTU ~ 5 J700# ... WOLD tJ 0"1'6: -rS e x if IS.. Ca.lTEREb ov,,1t. . EX\'TC"'-~to' ~e^t'\\ T e ...II.=- 4--'" - , -'CO f~:~: tC ' .. - '^:-~ .... ~ !LO ~ Ir- :.1 en x LLJ .... I Pi>~ ID . O~/A// I4J 003/003 ,I I ,,- - l2\. '., EXIST, ~ [] L . I I \] '. "W~~~~ <i)lCMU . EXIST S -f1M RTU-11 (.~r~~, ~r~ 1700# ~~ ' , ~rl. . ... H I 4IFAff I'" IS: B lC ~ ~ ~N ~~~(~,_l;.~. r] S Y2" x': L.27j32" LAM ' ~ /:z/I$~/ ~ e;HP e::~O/ ~p. " 08: 27 FAX 76~ 84 ,421 06/25/01 BKBM ENGINEERS ... WOLD .... ,.--...." X W Li- C'-l I- , U~ I c.n C'-I ::sea >< X N ex:> CL l- I I I $: WU) I 0::::: . (f) "--" X >< lLJ l.LJ ~ ,/' " / ,@ " " " / :.,r. ___ <l> '. "we Yo 21' . , - ~ ~u ~ lLJ no I-LL (f) O' ><0 WrY 1 1 S1..1 rl L-L \N J~'" (tlc.lb IN~~l.. W'''''1'' 'PL'fWOOb 0,", -rap [~ ~~, ' I ~EX ST ([;;J. OE'rr4/L-- ~ ~ I4J 0021003 APR-27-01 08:03 AM BOSSARDT CORP 952 226 3217 P.01 SI'EClAL STRUCTlJRAL TESTING AND INSI.t~CTIOS SCHEIlULE Proiect Name: Location 00087 (l) . cm on:emcn - ISI , CPntl'ctc TeSlli SI-T I Per Tcst I ! Coneretc Plaeemcnl SI-S I Per Visit I Prism T est~ SI-T , Per Test I - , Strue(llj.1 Sted 51.1 I PC.T Nell I I I - I _ pistrict Wide U!,~des '300 Westwood Drive S.E. Prior Lake, Minnesota 55372 Sredfic3Jl!!!l Section Anicle 02200 03100 03200 03300 03300 04200 O~ 100 05200 05300 Typcof Special Description (2) Eanhwu,L. Fonnworl. R. ft Jnspector (3 ) SI.T SI-S 51 S Stc:C'1 JOIsts StCl:1 Deck SIT SI-T Pcr Area Per ."reij Project No.: I I Pennit No.: J I Report frequ~ncy I Weekl~ I Per Visit I Per V't .-j AssiB1led Finn (4) - -I (I) Permit Nu. to be provided by the Building Official. (2) Usc descriptiuns per V.B,C. Chapter 17, as adopted b)' Minnesota State Blli/ding Code,'. (3) Special Inspector - Technical. Special Inspector - Structural. (4) Finn conmll:tcd to perform services. Each appropriate n:prcscntativc must sign below: ACKNOWLEDGMENTS Owner: _ __ _____. ,,_. _,___ _'__'_' Contractor: Finn: Indeocndent Schoul District 712_ Finn: Firm: Wold Archilech Fim\: BKBM Finn: ~~.'_ f ~ :r;,~ ..Finn:~ ~ _ Finn: _~IL J .&tI~. Le._ Finn: Finn: _....._~.. . ___.w .._.~._._ ._ Architect: ___, ,___,_..._ :~~~; ~~.~-~~:.._~ ~~_._~ TA: 11(, 6J,~r,_.&II~,Lh Sl-T;~L~~,__ f:_ ,,_......____, ,_ _ f: Legend: SER"" Structural Engineer of Record T A = Testing Agent Sl-T"" Spcdallnspcctor. Technical SI-S '" Special Inspector - Structural F = Fabricator Acccpled for the Building Department by _______,."" ____ END OF SECTION 014JO II flh- rr'll , .-..., .~ 1/./ ' I~ ~"..,~ 01410-8 ',..~.....-...-.-._~,- Date: Datc: Date: Date: Date: Date: Date: Date: Dat~: I I I I I I I I I I I I No. 00087 I 11-.)$-01 '{-..)S-or 9 -.:lS -61 Date: Northfie1d Minnesota 1604 Riverview Lane Northfield, MN 55057 Tel. 507.645,0964 Fax, 507,645,2842 e-mail. mlC@mbi-nf,com METHOD OF TEST: MOISTURE DENSITY RELATION OF SOILS PROJECT: G~OODELEMENTARYSCHOOL PRIOR LAKE, MN' DATE: 5/21/01 CLIENTIMBI N5114fNI09~p'l 0(-- 5/r REPORTED TO: BOS8ARDT CORPORATION 8585 WEST 78TH 81. MINNEAPOLIS, MN' 55438 ATIN: MR. TODD IVERSON COPIES TO: BKBM ENGINEERS WOLD ARCHiTECTS PRIOR LAKE BLDG, INSP, PRIOR LAKE PUBLIC SCHOOLS X ASTM D698 Method: ASTM Dl557 Method: C Rammer Type: X Circular Sector SAMPLE NUMBER: SOIT., CLASSIFICA nON: SAND WITH GRAVEL AND A LITTLE LEAN CLAY, FINE TO COARSE GRAINED, BROWN (SP-SC) 1 PERCENT +#4: 18.1% MAXIMUM DENSITY: 120.1 ut' llMUM MOISTURE: 11.8% 121 120 / " - 119 ~ 1\ u 118 ~ / 117 \ C / ... 116 f'-l / \ = ~ 115 - Q / \ ~ 114 , Q 113 / / \ 112 / 111 9 10 11 12 13 14 15 Moisture Content- % ~- ~~~ ....- BARRY 1. HENTZ McGHIE & BETTS, INC \ CO..lpression Testing Of 2"X 2" Mortar Cubes COpy 1604 Riverview Lane Northfleld, MN 55057 Project: Grainwood Elementary , Prior Lake, MN Reported To: Bossardt Corporation 8585 West 78th Street Minneapolis, MN 55438 Attn:Mr. Corey Furst Date: 5/9/01 Client/MBI # N 51l4/N 1095 Northfield Minnesota Tel. 507,645,0964 Fax, 507,645,2842 e-mail. mlc@mbi-nf,com Copies To: BKBM Engineers Wold Architects Prior Lake Building Insp. Prior Lake Public Schools GROUT SAMPLE SET NUMBER: DATE CAST: MI A-C DATE RECEIVED: 4/27/01 4/30/01 LOCATION OF PLACEMENT: CMU wall mortar addition on west side of existing building, below grade. TIME: WEATHER: 9:30 ASTM CI09=COMPRESSIVE TEST FOR 2" x 2" MORTAR CUBES Clear and 550 ASTM C270 MORTAR FOR UNIT MASONRY TEMPERATURE: (ASTM CI064) SPECIFIED STRENGTH (Q), 28 DAYS: 55 OF 2,500 Psi MIXED PROPORTIONSIDESIGN: Cement Fine Aggregate Coarse Aggregate TYPE M FURNISHED BY: Batched on site COMPRESSIVE STRENGTH: ASTM CI09 Method of Curing: Water Bath (ASTM C31) Days on Job & Enroute: 3 Days Lab Cured - ASTM: 4 Age at Test, days: 7 Load at Failure. pounds: 12,900 Strength, psi: 3,225 REMARKS: 3 25 28 3 25 28 ~J~ BARRY J. HENTZ McGHIE & BETTS, INC. .. DETAIL OF C01'\STRUCTION , WOLD AL.tu......,) AND m,'....~ WglD 30S ST. PIl1IlolaAU:l' ST. PAUt, MN 55102 FAX: 651.225.5646 'l'IlL: 651.271.7773 2S SOUlH GIOVB AVJlNUB, SU1TII SIlO ELGIN. U. 60120 FAX: lK7.608.26S4 'l'IlL: lK7.608.2600 . . . REMOVE EXIST. DOOR AND FRAME f ..".,' ...,., ,., ~ ". ~,-: GONe,. TOPPING FLUSH TO TOP OF EXISTING TOPPING 314M PL Y~D -:3 5/8M STL 511)05 AT 16M O.c,. (SPAN STUDS AC,ROSS SHORT AXIS OF OPENING) .... ....... -,- ~~.: ~.. I ) fl" . ",... -.' EXISTING REINFORC.ED GONe,. W 1 V2M c.oNC,. TOr--I"".LNG. o ;~~~,~FILL REMOVE EXISTING GONe.. TVI""I""J.11iG AS REQ'O TO SET FRAME FLANGE FLUSH W FLOOR DOOR W REGE55 TO AGC,EPT FLOOR FINISH REMOIE EXIST. C,ONG. THIS AREA ~J' ~ If. T EXISTING 4M REINfORC,ED GONe,. W 1 1/2" GONe,. TOI""l"" J.~ 3"X4"X5/16M STL ANGLES AROUND PERIMETER OF NB1 OPENING - IO'UK BOL T TO EXISTING GONe,. (2 PER ANGLE) o ;~= ~~D FLOOR DOOR SUBJECT: FLOORS~L5 DATE: V3V01 REVISIONS ^ COMMISSION NO: 00087 REV. DATE ~ S.\JSD7I9\ES_6R....., ......~ .............,.DETA1I....S\43OO7Dt11S 1UPO 0 5Il112OO1 0 16.47.-46 0 M5t1 Northfield Minnesota 1604 Riverview Lane Northfield. MN 55057 Tel. 507,645,0964 Fax, 507,645,2842 e-mail. mlc@mbi-nf,com REPORT No.: I Reinforcing Steel Insp~y Project: Grainwood Elementary School Add. Date: 5-1-01 Prior Lake, MN ClientlMBI #: N51141N1095 Reported To: Bossardt Corporation 8585 West 78th St. Minneapolis, MN 55438 Attn: Mr. Ted Schweich Copies To: BKBM Engineers Wold Architects Prior Lake Building Insp. Prior Lake Public Schools INSPECTION TIME/DATE: I :00 P.M., 4-25-0 I WEATHER: Clear TEMP: 670 F STRUCTURAL DESCRIPTION: Footing and Column Pad Reinforcement Steel LOCATION: Footings and Column Pads for building addition on west side of existing school excluding interior column pads. STRUCTURAL OR ARCH. DRAWING No.: SO. I & S 1.1 SHOP DRAWING No.: LATEST REVISION DATE: 1-31-01 LATEST REVISION DATE: PLACEMENT PERDRA WING: L YES _NO REMARKS: ~.~ ~I\~ L~UNS McGHIE & BETTS, INC. ,"..' Nor t h f i e'l d Minnesota 1604 Riverview Lane Northfield, MN 55057 Tel. 507,645,0964 Fax, 507,645,2842 e-mail. mlc@mbi-nf,com CYLINDER NUMBER DATE CAST COMPRESSION TESTING OF CONCRETE CYLINDERS PROJECT: GRAlNWOOD ELEMENTARY SCHOOL PRIOR LAKE, MN DATE: CLIENT/MBI #: 05/03/2001 N5114/NI095 COPItX)Py REPORTED TO: BOSSARDT CORPORATION 8585 WEST 78TH ST. MINNEAPOLIS, MN 55438 ATTN: MR. COREY FURST BKBM ENGINEERS WOLD ARCHITECTS PRIOR LAKE BLDG, INSP, PRIOR LAKE PUBLIC SCHOOLS IA 1 B 1 C 1 D 04/25/01 04/26/01 DATE RECEIVED LOCATION OF PLACEMENT: Footings and Column Pads for addition on west side of existing building, excluding 2 interior column pads, SLUMP (INCHES) - ASTM C143 6 " TIME 1:20 AIR CONTENT(%) - ASTNC231 NT% TRUCK 388 TEMPERATURE - ASTM CI064 69 OF TICKET # 937061 SPECl1'lJ!,D STRENGTH (tV 28 DAYS 3,000 psi PLANT # 36 MIXED PROPORTIONSIDESIGN: 3068 LM WEATHER Clear, 65 CONCRETE FURNISHED BY Cemstone COMPRESSIVE STRENGTH: Method of Curing: Days on Job & Enroute: Days Lab Cured - ASTM: Age at Test, days: Load at Failure, pounds: Strength, psi: REMARKS: Water Bath (ASTM C31) 1 1 27 28 27 28 Hold 6 7 27 28 76,000 2,690 ---:/ - """' BARRY J. HENTZ McGHIE & BETTS, INC 02/14/02 14:30 FAX 763 843 0421 ~ ... Ulm1f ENG I NEERS ~002 c . -r--'--~ l~ ~ " ' -:: "- ~1A7 , ~i p ~5..__::.~:::-:-.=f:i:!:J ' :.~ .....:... ...,....~...-r-.:...'.:-._.~ ! --~ LlJi ,T~ t~.~:::~f~~ r ;'. I "--~+,_._.. I I-' ""'--1 '€1 STRUCTURAL NOTE,S These notes ore provided for typical conditions. See plans or d details for specific requirements in other areas. Verify all dimensions and detail of existing structure where thllY affect this construction. DESIGN STRESSES Structural Steel (Fy) = 46,000 psi (ASOO-99, grade 8) for structural tubing. = 36.000 psi (A36-970) for bent ~ lates. ANSIj ASME Standard 818.2.1 - 1 981. E70xx electrodes in conformance wit) AWS 01.1. Screws Welds l ... Y1 ~ N o I h...eby certify that lhls plan. specification, or reporl was prepored by me or under my direct supervision and that I om a duly regislefed Engln u e laws of tho slole of Mlnnesola. I t i :: .. ~ i ~ ,r I :; ~ \. PROJECT "TLE I BKBM~ ENGINEERS --I 9b~1 Reg. no. ~/tI~~ 59 W Brooklyn Boulevard , OA'IE Mi,neapolls,MN55042ll-2518 I 9/24/01 Pt'Jne: (763) 843-0420 I PRo.ECT NO, File: (763) 843-0421 : 01 41 7.00 E. .AaO: bkbm@bkbm,com SHEEl' NO ' GRAINWOOD ELEMENTARY WOOD BEAM ANALYSIS SHEET TITLE , @ 2001 BKBt.I (nglnoorl, Ioc. , All rlghh ruerved. I This doc\Imonl is on i..tnJmo_1 of ..",'" ond I. t~o DrOllOrly or 8IlBIA E_gin....., ond may nol b. .ood Of copl:cl ..thoul priOf .rIll.. con.."l 81 PARTIAL PLAN RECEIVED TIME FEB. 14. 1: 27PM lAM BEAM : i ;: TS6x4xY4 .,,i-l uf' '.al~" "'&'<;:::~:~~'> ,',~ (/) k~ en! lx;; "'. ~~,~ 1& g> =tIv; ~: ;:~:5' ~ ~~.~:~~~~~~.~ ~ ,.."... c:::d X..,j ~~~~to.~""~~)x,, ~ :z:z ~ . TS6x4x Y4 "\ : ~; ':\ g;~ ~.~, ~"7" "-./% 02114102 ~ 14:30 FAX 763 843 O~ ., .. h lNEERS -------- \:./'~~' f J a ~ ~ - kF ~ ~-. ' ','" Q:s~~,_.~ "'_'~' -T,EXIST 5Y2"X1427/3{ LAM BEAM L ,':' ~ " "'S7x5x:Y8 ,r. "y: J ~ PLACES) I 3-~,~, I :~- ,i I EXIST 5Y2"x14~i' LAM BEAM : L [,) -.k' ~r'~ .\. 3'-rJL.V;' ~ ~ :~~ ~: ~ EXIST 5V2"x142'l'32" LAM BEAM ;! f*i ,j ~ ol. % Y '\ ~f ) ;~ C"J H~) ..i'~.Id ,:;".-_.,' tXIST 5V2"x142'l'32" LAM BEAM ~'h -- ~ I L, )~!\t ""'~.,:,.~:,~,;;.:::~r~ ~ ":.,.i,; '[::7 :"1;! EXIST 5 W' x 1 ~{ lAM~ :8E!~:: .::=---/~ I ; : '.~' ;,1;. Q.V~r !.,It ;: ; j ! l! ~ : ! i.~":,::_G~ ,; ~ ;'.__.. ... _~ _,! t;-- . '. ,.."......" EXIST 51h" x 1 ~32" .-..... .." -.- .-....-....., . 4'-O":~ LAM sEAi '[Ii ~~ .1., )~ ~ ~)' 1', ~o z.." Zc:J C')s;! i: EXIST 5Y2'~ 42'l'32" \ ~ -~'~ l ~ N ~ I t i t:: I GRAlNWOOD ELEMENTARY ; WOOD BEAM ANALYSIS ~ ... EXIST 5 yl-;i 427j32" LAM BEAM PRO'-::CT 111U: SHEET nTIL PARTIAL PLAN REC E I VED TIME FEB. 14. 1: 27PM IaI 003 I I I I I I I I J -oA- "'l4'-O'J (7 ;'~ , 11.'-0" rr l' J II hereby certify that this plan. Ilpeclflcatian, or ,. report was prepcrecl by me or under my direct , S\Ipervlsion 0 that I am a duly registered I Engl u the laws of the atata of Minnesota, o t?7H"k Reg. no,#~8 DATE i BKBM~-=' I ENGINEERS~ ~ i @ 2001 BKBlA Engineer.. Inc. All rights ,,,,,v,Id, 11110 document is on in'UIlmcni a' ....'CO and i. li>e properly of SKBIA EnlJinftrl. OndmQY '\01 b, !,lIed or cop Jd '/fllhNJl prior wrIUp\ ,onsenL 5530 Brooklyn Boulevard M;1neapolls, MN 55429-2518 p~ one, (763) 843-0420 FEx: (763) 84:3-0421 E-vlail' bkbm@bkbm.com 9/24/01 Pl'lo..ECr NO. 01 41 7.00 SHEET NO. 82 02/14/02 14:30 FAX 763 843 0421 BKBM ENGINEERS Si).../ ~ '1"")0 >-l...l.. ~O xQ ~o::: j aJ -~rc ";,.,'.::; SHIM AS ! . , , , , X ,,/.,..,. -~ .,-, ,J x 00;':' :,k{' ,:....;'I! 00 3: i.f{,;::~.,x'., 3: 7.\.,- .." ('." ft~~::/, RTU 11 ~~~:;:~',~I / - t4.;/~~ 1700# ;;.4 U"') - -X 00 3: I, :': " : ~ I , :EXISTS%" X 1427j32" LAM BE/\M:: j i 1-: ,., _..j ; .. ~~~::::.~ , ('{~~~~F~ . - -:~~~ .... ! ; \ ~r.IST 51," xl~2!.bi'.LA~_B_EAM .J,i , 1 = I ., ';, i i:b ;! ~ t . , ~ :, ,paTENTS 'OF BEAM) ~8: '__ ::~.: "~~';~~;~:iRENGTHENING~ ~~.J';.1 00 ';I \ 'I. , 3: f ",' . : I : ; ,; ~I.~!. ,~Yi'~4~3/'J:~,M _..B.~~~. ,I. ') ,. ., . I I' ',: .. 1'11::, ; :; , t j , i , .,_ ~ ~;,.i -.' 'I I ~~r:=~'-: ~=?"';: , j , ! 'I' l '" ~ N C> r~ ~,) laJ 004 I hereby certify thot this plan, lpeclflcoUon, or report was prepared by me or under my dirlct supervision and thot I (1/!'1 0 duly registered Engine nd law8 of the .totc of MinnesotCl. ' I t ~ I I ~ ~ .. PROJECT Tl11.E - , ~lS;~fl'7> I ~ 5!130 B DkIyn BoulllVlll'd Iv innllspoH8. MN 55429-2518 P ,one: (763) &43-0420 F tx: (763) 943-0421 E-Mail: bkbm@bkbm.com GRAINWOOD ELEMENTARY WOOD BEAM ANALYSIS SHEET NO, SHEETn11.E , @ 2001 BKlIIA (nqin.... Inc. AI ,Ights rnerved, This dDCllm..,\ it an instrument of .., ... .nd it lIlo o'operly 0' Bl(9M 83 Engin"" ond moy not b. .sed or ... itd "'lhOll\ priM wrill.. ...._t. PARTIAL PLAN RECEIVED TIME FEB, 14, 1: nPM 02/14/02 14:31 FAX 763 843 0421 BKBM ENGINEERS IgJ 005 ~I --- - n I -. II '\ ,I II to 'I l ~ c1> "~ ' " " ! I ; I 7~x 1ST 51;'2" X 1 42'l'3{ LAM BEAM" _EXIST 5%"xl~~!" lAM--IDM t'<~. ~!~_ ..~.. . 4'-0" ~ ~4'-0" ~/ ; ,,"'- ., ( EXTENTS OF BEAM ~ rS7x5x~a STRENGTHENING- >' ~ 0/ 2 p~:t's) I .'4' -0"!,1 j ! '4'-0" " I EXIST 5 V2" X 142~,/ LAM BtAM.. _' . ~!~ ..., _ L '. ....~..; I _________-.::l '" T c:...!-------..------------1 EXTENTS OF BEAM STRENGTHENI NG"- :....-_ ~___"""""-" ^-- _------r-rn---- _. ,_ __ _.,,-:,:,_,_'_;':--'___'___~-=______'="- I EXIST5Y2"Xij2~2'1 ~M8EAM-'T~--- ..- '.'-" ----;r-----------~ l ~ ili I t ~ j GRAlNWOOO ELEMENTARY ; WOOD BEAM ANALYSIS 6 I hereby clll'tlfy that this plan. specification. or report was preoared by me or under my direct supervision and th 1 om 0 dlJly reglstlll'ed Engine der OWl of the stote at MirlnlSata. PROJECT mu: """"="- IllS~!9 ~~ Reg. no. ~n~ fiE 30 Br Boulevard I O...TE lI.4 nneapolls, MN 55429-2518 9/24/01 ' Phone: (783) 843.0420 I PROJECT NO, F,,>c: (163) 843-0421 1 01417 00 ' E'lI.4ail: bltbm@bkbrT' co,,", I SWaT NO, - ! ! 84 ~ . SHEET llTLE ~ ::t $! fl. PARTIAL PLAN REC E I VED TIME FEB. 14. , @ 2001 BKBlA Engin,...., Ine. ,.. ,lgIIl> ,..,rwd. This dO"""OlIt Is "" inllrument or .... lei ono i. \Il. oropony 01 ElKlW fngin..,.. ..d moy not b, u.od or cO! iod filth"". prior .Titloll co,,",,, I 1: 27PM 02/14/02 14:31 FAX 763 843 0421 CD BKBM ENGINEERS III 006 ,---... :\ /: ,_~. V ;.- 31.' ,," DLlIT DI AT!:' , \ ~e:C 'Jl;;,l~~-_. ~ :~\ ~: @4-'-0"OCMAX,6" ..... MAX FROH EACH END r-- ' , , " , . r ( w ~ x2" LAG SCREWS '---- EXISTING GLU-LAtv BEAM SECTION l a '" r: g -' i t ~ i GRAINWOOD ELEMENTARY i WOOD BEAM ANALYSIS ] SHEET TIllE ~ PARTIAL PLAN ll. RECEIVED TIME FEB. 14. 1 :27PM I hereby certlly that this plan, speclflca\ion. or reaor! WQS prepared by me or under my direct super~sion and that I om a duly regislered Enqine nd lows of . etale of '-linn.solo. f!J!fJ.!!f~ at 9-#~/ Req, no,4/tJU 51130 Brooklyn BOUlevard I DA're t./lnneepolis. MN 55429-251a 9 /24/01 P 'one: (763) 8<43.00420 : PROJECT NO ;: !)<: (763) 843.0.2' i 01 417.00 E.Mall: bkbm@blmmc;Om I SHEET NO. -- , @ 2001 BKBM En91n.VS, Inc, I AU rlghts reurvccl. This dac:vment I. an inalturmlol af sarA.. and it lIIe arao"'ly 0' III(BI.I : EnglJloora, and may nol be uno or COf 1.0 wiln",,1 prior .nit... con....\ 85 , . Professionallnde Jendent Test anc Balance . ' GRAINWOOD ELEMENTA'RY PRIOR LAKE, MINN. Test and Balance Januarv 30_ 2002 contractor Bossardt Corporation test and balance by Grea A. Smith .,,",- 1660 Spring Avenue Maple Plain, Minnesota 55359 '., . ' 763/479-6300 763/479-6655 (fax) Certified by the Associated Air Balance Council INT.KODUCTION The prime definition of air conditioning, as stated in the American Society of Heating, Refrigeration and Air Conditioning Engineers Guide, is the process of treating air so as to control simultaneously its t",..uyerature, humidity, movement, cleanliness, and final distribution to meet the requirements of the space to be conditioned. While each of the preceding air treatment processes, individually contribute a specific function of producing human comfort or space conditioning; in practical a}i}llication it is the coordinated action of all of these processes, each related to, and influencing the others, that produces the final desired conditions. It is easy to see that if on~ or the other of these coordinated functions is not perfVu.uing, as it should, the final results of all will be affected. To produce this coordinated function is the basic and scientific function of the "Test and Balance A2encv". Mechanical Test and Balance is a true, independent test and balance agency' and is certified by the Associated Air Balance Council of Washington, D.C. Mechanical Test and Balance has no financial ties or interplay with contractors, suppliers, or designers. This enables us to remain unbiased, true professionals at all times. MECHANICAL TEST AND BALANCE 1660 Spring Avenue Maple Plain, Minnesota 55359 612/479-6300 612/479-6655 Fax MECHANICAL TEST AND BALANCE INSTRUMENTATION The following Instruments were used to successfully measure and set each device. ....... .........;.:.:.;.;.:.1:ita:.:.:;:.:.:.:.:.:. ':.:.:.:.:.:...~If.:.:.;.:.-':.:.:.;.M6.iSa:;.:.:.;-~~.i\in.:.:.:.:.:. :.:.~~tt6.i\i:u~ta:.:.. ::::::::::::::::.:.:-:.:-:-:. : . I. -:.:-:.:-:-:.:.:-: :.:.:.:-:.:- . :-:-:-:-:.::-:.:.:-: '.' 00:':,:,: ':.. -.:':':':': .:-: .' .... .:.: Flow Hood A1nor APM-150 5287 121312001 Flow Hood A1nor Balometer 10n37 81212001 Flow Hood A1nor Balomeler 13718 121312001 Flow Hood A1nor Balometer 13648 12/1812001 Flow Hood A1nor ' Balometer 14615 121312001 Flow Hood A1not Balometer 14628 12/1812001 Flow Hood A1nor Balometer 14653 12/1812001 X Flow Hood A1nor Balometer Jr. 1820 11/15f2001 Flow Hood A1nor Balometer Jr. 5617 8110/2001 Flow Hood A1nor Balometer Jr. 4928 811512001 Flow Hood A1nor Balometer Jr. 5621 11/1512001 Flow Hood A1nor Balometer Jr. 5622 111712001 1 I Flow Hood A1nor Balo, ,:", Jr. 5623 121312001 Flow Hood A1nor Balometer Jr. 5346 811212001 Flow Hood A1nor Balometer Jr. 5784 9/412001 Flow Hood Shortridge CFM-83 6583 11/1512001 Multlmeter Shortridge ADM-860 M01132 111712001 Multimeter Shortridge ADM-860 M98270~ 10/28/2001 Multimeter Shortridge ADM-860 M016n 812212001 Multimeter SI. .:.Jge ADM-860 M01051 811612001 X Multimeter Shortridge ADM-860 M01688 8/2312001 Multimeter Shortridge ADM-860 M99327 1onl2001 Multimeter Shortridge ADM-860 M98420 10/1612001 Multimeter Shortridge ADM-860 M951031 8110/2001 Multimeter Shortridge ADM-860 M01675 812212001 Water Meter lIT Barton 0-300 226o.BC91271 121312001 Water Meter lIT Barton 0-300 226-3C57172 9/1512001 Water Meter A1nor Q-3OO '4331 813012001 Duct Pressure Tube United McGill MT5-95 3895-l 11/1512001 Duct Pressure Tube United McGill MT5-95 3809-l 11/1512001 Duct Pressur& Tube United McGill 623000-82 3911-X 9/10/2001 Sound Meter Quest 2700/508C HV8060053 121312001 Vibration Meter Quest 508C DS801 0007 111712001 Lighting Meter ~Extech 407445 L478990 111712001 X Air Foil Shortridge NA NA NA VeI-grid Shortridge NA NAI NA Velometer Bachrach 16-7001 NAI NA Velometer I Bachrach 16-7002 NAI NA Incline Manometer Dwyer 0-5- NAI NA Pilot Tube Dwyer /24- NAI NA Pltot Tube Dwyer 48- NAI NA Pilot Tube Dwyer 60- t NAI NA Digital Thennometer liMe 2100 41601 NA Magnehellc /Dwyer 0-1 c-20011 NA X I Magnehellc jDwyer 0-2 c-20021 NA I Magnehellc I Dwyer 0-3 C-2003 NA X I AmpNolt Meter IAmprobe IACD-10 Various NA X I Strobe Lights IMonarch (Nova Various NA GRAINWOOD ELEMENTARY Prior Lake, Minn. January 30; 2002 1 AIR HANDLING UNIT TEST ,-.-4rJ:J;;.-'r;;.'"'J"fr:"'Tm:.'rt.1.'fr _',L." UNIT: MFG: MODEL: RTU #4 Aaon RK-04 ____,,~..rI4 :~~liii:it1i1J.f=J.II~~i:::~~;!j~e~~:\:r::ir:::~::~:i;::i;:~1~f;~1~~~~~:t::;;ili:di::jj::;..~~.~~i:~~~~~~~~~~j:~I;.~llli~;~~i1M~~~~~%i~~~1~:~~~i~J~_t~t~;~:~:;:I:;~;@::~:~:::~lIt TOTAL CFM 1,200 1,163 - FAN: in/outltsp -I-/NA -.311 +.30 1 .61 FilTER: in/outitsp -I-/NA -.22 1-.27 1 .05 EXT. FAN STATIC - 1 -I .50 -.22 1 +.30 1 .52 COOLING Call S.P. -I-/NA -.271-.311 .04 FAN RPM 1266 1193 MOTOR RPM 1725 1725 MOTOR VOLTS 460 460 MOTOR AMPS 1.65 1.1 11.1 11.2 HORSEPOWER 1 1 rO.A. DAMPER 210 CFM 217 CFM Test and Balance by MECHANICAL TEST AND BALANCE to GRAINWOOD ELEMENTARY prior Lake, Minn. January 30, 2002 2 GRI.LLES, REGISTERS and DIFFUSERS UNIT: RTU #4 ====::=.~.~~~~:~=== 291 4-1 1.0 200 200 180 . 180 190 190 95% 292 4-2 1.0 150 150 180 180 140 140 93% 293 4-3 1.0 150 150 150 150 140 140 93% 294 4-4 1.0 200 200 180 180 190 190 95% 295 4-5 1.0 200 200 150 150 190 190 95% 290 4-6 1.0 150 150 140 140 135 135 90% Entry 4-7 1.0 150 150 140 140 135 135 90% Unit Total 1,200 1,120 1.120 93% Test and Balance by MECHANICAL TEST AND BALANCE GRAINWOOD ELEMENTARY prior Lake, Minn. January 30, 2002 3 AIR HANDLING UNIT TEST UNIT: MFG: MODEL: _"_"'l'_',-\'_~,_..J' RTU #5 Aaon RK-02 r 1_lItmtl:ls;:~::::':r~fr:::::':,i;,:;r::::;i;;::;i:::l~~:~:;::::::~::::i;::::iiIi:;::llm~IBtl.iU~j~::::;~:::Ew;m~:j[i~:;~~i1tt~iiti::f:~~~;:I1:,:tII~::~i~:~:~::;~:;;~:;:~~k:i~t:;i TOTAL CFM 490 566 FAN: in/outltsp -I-/NA -.30 1 + .30 1 .60 FILTER: inloutltsp -I-/NA -.19/-.251 .06 EXT. FAN STATIC -I - 1 .50 -.191 +.30 1.49 COOLING COIL S.P. ' -I-/NA -.25 1 -.30 1 .05 FAN RPM 964 918 MOTOR RPM 1725 1725 MOTOR VOLTS 460 460 MOTOR AMPS 1.65 1.01 .91 .9 HORSEPOWER 1 1 O.A. DAMPER 90 CFM 95 CFM Test and Balance by MECHANICAL TEST AND BALANCE GRAINWOOD ELEMENTARY Prior Lake, Minn. January 30, 2002 4 GRILLES, REGISTERS and DIFFUSERS UNIT: RTU #5 ~I'~JIK~===~li~~=,' Janitor 5-1 . 1.0 70 -70 95 95 ' 75 75 107% " 5-2 1.0 120 120 145 145 130 130 108% " 5-3 1.0 110 110 160 160 130 130 118% " 5-4 1.0 70 70 95 95 75 75 107% " 5-5 1.0 120 120 150 150 130 130 108% Unit Total 490 645 540 110% Test and Balance by MECHANICAL TEST AND BALANCE GRAINWOOD ELEMENTARY Prior Lake, Minn. January 30,2002 5 AIR HANDLING UNIT TEST UNIT: MFG: MODEL: RTU #6 Aaon RK-05 '111t1~llt.~.'~;5:~:it.~~:~::~:~f:;~:i2Qi~~!~~j:~~:[~:m:~r~::::llrI\lllll:i1:::?:g;;i;:;ii::~~i:~:~i\~::~~~:1;~t::::;:~iii::;~;;i::i!~{mJ.I~~j:;!;i:::;:;I::r~[ii~~l~i;r~ TOTAL CFM 1,,575 1,537 FAN: in/outltsp -I-/NA -.311 +.311 .62 FIL TER: in/outltsp -I-/NA -.22 1 -.261 .04 EXT. FAN STATIC -I -I .50 -.221 +.31/.53 COOLING COILS.P. -I-/NA -.26/-.311 .05 FAN RPM 1454 985 MOTOR RPM 1725 1725 MOTOR VOLTS 460 460 MOTOR AMPS 1.65 1.3/1.0/1.0 HORSEPOWER 1 1 O.A. DAMPER 465 CFM 455 CFM Test and Balance by MECHANICAL TEST AND BALANCE GRAINWOOD ELEMENTARY prior Lake, Minn. January 30, 2002 6 GRILLES, REGISTERS and DIFFUSERS UNIT: RTU #6 ~=r':f:,~~=='=riit=~'~L~~==: Art Room 6-1' 1.0 225 225 260 I 260 215 '215 96% " 6-2 1.0 225 225 260 260 215 215 96% " 6-3 1.0 225 225 255 255 220 220 98% " 6-4 1.0 225 225 265 265 215 215 96%, " 6-5 1.0 225 225 270 270 215 215 96% " 6-6 1.0 225 225 270 270 210 210 93% " 6-7 1.0 225 225 285 285 210 210 93% Unit Total 1,575 1.875 1,500 95% Test and Balance by MECHANICAL TEST AND BALANCE GRAINWOOD ELEMENTARY Prior Lake, Minn. January 30,2002 7 AIR HANDLING UNIT TEST '_-r.II:~;;..,,___'.';;_._... RTU #7 Aaan RK-06 UNIT: MFG: MODEL: 'l'I1btWiI\;:t;lt.l:filSI~:;':~;;~:~i:~;:;:~:i;~;::j~+;;:~i~:il:lI;i~i;~~:~t:f.;~~l\11i:ii:llllli:~~~~:;::::::::;~:~}:;~~ftl~t:$.:;~::~l:f1:;::::::;:i.::;:f::::;:ti~:el.uHr:~:~~:~~:::~;!::!~:~::~:ti~d - ,.".-- TOTAL CFM 2,200 1.997 FAN: in/autltsp -I-/NA -.361 +.381 .74 FIL TER: in/outltsp -I-/NA -.22 1-.30 I .08 EXT. FAN STATIC -1-1.75 -.221 +.381 .60 COOLING COil S.P. -I-/NA -.30/-.36/.06 FAN RPM 1670 1230 MOTOR RPM 1725 1725 MOTOR VOLTS 460 460 MOTOR AMPS 1.65 1.3 11.3 /1.2 HORSEPOWER 1 1 O.A. DAMPER 220 CFM 215 CFM Test and Balance by MECHANICAL TEST AND BALANCE GRAINWOOD ELEMENTARY Prior Lake, Minn. January 30, 2002 8 GRILLES, REGISTERS and DIFFUSERS UNIT: RTU #7 ~'==ii;~.~~~== G020 ' 7-1 1.0 200 200 230 230 180 ',' 180 90% " 7-2 1.0 200 200 240 240 180 180 90% " 7-3 1.0 200 200 240 240 185 185 93% " 7-4 1.0 200 200 225 225 185 185 93% " 7-5 1.0 200 200 250 250 185 185 93% " 7-6 1.0 200 200 230 230 185 185 93% " 7-7 1.0 200 200 220 220 180 180 90% " 7-8 1.0 300 300 410 410 275 275 92% G030 7-9 1.0 160 160 100 100 145 145 91% " 7-10 1.0 160 160 110 110 145 145 91% " 7-11 1.0 160 160 110 110 145 145 91% Unit Total 2,200 2.365 1,990 90% Test and Balance by MECHANICAL TEST AND BALANCE GRAINWOOD ELEMENTARY Prior Lake, Minn. January 30, 2002 9 AIR HANDLING UNIT TEST UNIT: MFG: MODEL: RTU #8 Aaon RK-Q4 '1Ifjllm~.lt~~~':;:::;;~fE:;~:;~:~::::::,::i::::~:l;@~:i:i~~;1~~:t:~~i~:ii\ii_tlliil~~~j~:1~f~~~,~Jj~~~1:;:;::;~i~t]\~:i~::;~1;1:1*i~~:II:.I4~:;\~;:::!~E:~::::~:;~~i::i;~1:ii:i:::r TOTAL CFM 990 1.049 FAN: in/outltsp -I-/NA -.33 1 +.29 1 .62 FilTER: in/outltsp -I-/NA -.27 1 -.30 1 .03 EXT. FAN STATIC -1-1.75 -.27 1 +.29 1 .56 COOLING COIL S.P. -I-/NA -.30 1 -.33 1 .03 FAN RPM 1207 1077 MOTOR RPM 1725 1725 MOTOR VOLTS 460 460 MOTOR AMPS 1.65 1.2 11.2 11.2 HORSEPOWER 1 1 O.A. DAMPER 100 CFM 100 CFM Test and Balance by MECHANICAL TEST AND BALANCE GRAINWOOD ELEMENTARY Prior Lake, Minn. January 30,2002 10 GRILLES, REGISTERS and DI~]fL1SERS UNIT: RTU #8 =i~~~'~=-~~~== G010 8-1 1.0 165 165 ~ 160 160 165 165 100% ~ " 8-2 1.0 165 165 160 160 170 170 103% " 8-3 1.0 165 165 170 170 175 175 106% " 8-4 1.0 165 165 170 170 170 170 103% .r- " 8-5 1.0 165 165 175 175 170 170 103% " 8-6 1.0 165 165 180 180 165 165 100% Unit Total 990 1,015 1,015 103% Test and Balance by MECHANICAL TEST AND BALANCE GRAINWOOD ELEMENTARY Prior Lake, Minn. January 30, 2002 11 AIR HANDLING UNIT TEST UNIT: MFG: MODEL: RTU #9 Aaon RK-05 jillJ.~"Iif:J.~:::~;:::;iif:~f::ff:l~:::::~~~t~;t:::~:J:!;:i$~i~:i1::f,~;imi;::lel.llllm;;:~;:i~::~il;;,im;!~I:;:::;(~~::;;:tj~:~;:;j~:;\~1~1~:ri~:ltUImt.;::);:;~r::t;:i::~~~;~Bf.~:I TOTAL CFM 1,760 1,901 FAN: in/outltsp -I-/NA -.401 +.331 .77 FILTER: in/outltsp -I-/NA -.29 1 -.35 1 .06 EXT. FAN STATIC -1-1.75 -.29 1 +.33 1 .62 COOLING COIL S.P. -I-/NA -.35 1 -.40 1 .05 FAN RPM 1473 1299 MOTOR RPM 1725 1725 MOTOR VOLTS 460 460 MOTOR AMPS 1.65 1.3/1.3/1.2 HORSEPOWER 1 1 O.A. DAMPER 200 CFM 202 CFM Test and Balance by MECHANICAL TEST AND BALANCE GRAINWOOD ELEMENTARY Prior Lake, Minn. January 30, 2002 12 GRILLES, REGISTERS and Dlttl~'l1SERS UNIT: RTU #9 .~~~'~~~~:::I , G200 9-1 1.0 160 160 140 140 170 170 106% " 9-2 1.0 160 160 130 130 165 165 103% " 9-3 1.0 160 160 130 130 170 170 106% " 9-4 1.0 160 160 125 125 170 170 106% " 9-5 1.0 160 160 120 120 165 ' 165 103% " 9-6 1.0 160 160 190 190 170 170 106% " 9-7 1.0 160 160 190 190 170 170 106% " 9-8 1.0 160 160 200 200 170 170 106% " 9-9 1.0 160 160 210 210 165 165 103% " 9-10 1.0 160 160 210 210 165 165 103% " 9-11 1.0 160 160 215 215 170 170 106% Unit Total 1,760 1,860 1,860 106% Test and Balance by MECHANICAL TEST AND BALANCE GRAINWOOD ELEMENTARY Prior Lake, Minn. January 30, 2002 13 AIR HANDUNG UNIT TEST UNIT: MFG: MODEL: RTU #11 Aaon RK-02 '...:.-'_..;;-'...;;.~; . l~illr~~iii!~!:~j~~t:~:;!;:~i;~t~:;:~i::::;i.)'J::~i::;~:;;f,:~!.;;:::;;1'~ItJ.ll.iil;:;~:::~:!i;1:;:!~mr~t:::::f.;~i::::f.:':~~:i.r:!:~;i@;:~;i;II~*ft,~~11~,j:::~~~:!~J:;j)!t~ TOTAL CFM 700 Ifl FAN: inloutltsp -I-/NA -.331 +.31/.64 FIL TER: inloutltsp -I-/NA -.22 1-.27 1 .05 EXT. FAN STATIC - 1 - 1 .50 -.221 +.311 .53 COOLING COILS.P. -I-/NA -.27 1-.33 1 .06 FAN RPM 1151 1077 MOTOR RPM 1725 1725 MOTOR VOLTS 460 460 MOTOR AMPS 1.65 1.4 /1.2 /1.2 HORSEPOWER 1 1 .O.A. DAMPER 150 CFM 155 CFM Test and Balance by MECHANICAL TEST AND BALANCE GRAINWOOD ELEMENTARY Prior Lake, Minn. January 30,2002 14 GRILLES, REGISTERS and DIFFUSERS UNIT: RTU #11 ===~.~~~.[~~= G103 11-1 1.0 300 300 290 290 300' 300 100% G104 11-2 1.0 200 200 240 240 220 220 110% G110 11-3 1.0 200 200 360 360 220 220 110% Unit Total 700 890 740 106% Test and Balance by MECHANICAL TEST AND BALANCE GRAINWOOD ELEMENTARY Prior Lake, Minn. January 30, 2002 15 AIR HANDLING UNIT TEST fI,", TITJ'~-:~ UNIT: MFG: MODEL: ':--->.'to-j RTU #12 BOD NA "......_.~~ ~--_.. . .,._r.".'_ "."'. , . B.IIIII"I{i~J~~~J!jg::~i:~i;~:::;~f~j~~;~~:;:1?~Y:;::~~~~~Hiiiilll;~~~iii~~tf~~~ift,tIt~~;W~~~:~f;i~j:~;l;Sl.rtiH!~::::;1~:~1lr;11:~~f~;;:W TOTAL CFM 1,600 1.501 FAN: inloutltsp -I-/NA, -.291 +.29/.58 FILTER: in/out/tSjp -I-/NA -.19/-.221 .03 EXT. FAN STATIC -I-/NA -.191 +.29/.48 COOLING COILS.P. -I-/NA -.22 1 -.29 1 .07 FAN RPM NA 899 MOTOR RPM 1725 1725 MOTOR VOLTS 208 208 MOTOR AMPS 4 3.0/3.0/2.7 HORSEPOWER 1 1 O.A. DAMPER 260 CFM 270 CFM Test and Balance by MECHANICAL TEST AND BALANCE GRAINWOOD ELEMENTARY Prior Lake, Minn. January 30, 2002 16 GRILLES, REGISTERS and DIFFUSERS UNIT: RTU #12 \$M;R.mM:;;:t/::;~-%Wt:::::~f.~1~.1F:;.i'i;;{.~n::l}':~;;:trRS&9JRSQ:::i:~:1~::::j::@U'8etl.'''R1<<:m;ft;::\t:::J:;:;:RINltt\gili1WWt":S:lfQfl8:1 :;::i:ij:0,~:::;:~I:~t1i~i~i~jl-; .i.uli_'1IAli~~i~~;;;:;;:jfj:::::~:'~;i_~;;:;Mii::?::SIiWli\i~t:[i~J~:~~B~]~iff~ 1ft:~~~~~~:J~~( :i~:::~:i:~~::::~i,:~i" ~~~y~~~~~~~: ~ji::::R~j~lf.j' CS 1 05 12-1 . 1.0 320 320 240 '240 290 290' 91% G107 12-2 1.0 340 340 360 360 310 310 91% G109 12-3 1.0 340 340 325 325 315 315 93% G103 12-4 1.0 600 600 530 530 540 540 90% Unit Total 1,600 1,455 1.445 90% Test and Balance by MECHANICAL TEST AND BALANCE GRAINWOOD ELEMENTARY' Prior Lake, Minn. January 30, 2002 17 U:NIT VENTILATOR TEST , MFG. MODEL AAF AAF AAF AAF AAF MODEL NO. 5-15 5-15 5-10 5-10 5-15 MOTOR HP 1/4 1/4 1/4 1/4 1/4 VOLTAGE 115 115 115 '115 115 AMP. RATING 3.1 3.1 3.1 3.1 3.1 ACTUAL AMP. 2.1 2.1 2.1 2.1 2.0 REQUIRED RPM NA NA NA NA NA ACTUAL RPM Direct Drive Direct Drive Direct Drive Direct Drive Direct Drive REQUIRED CFM 1,500 1,500 1,000 1,000 1,500 ACTUAL CFM 1,420 1 ,465 1,015 995 1.395 Test and Balance by MECHANICAL TEST AND BALANCE GRAINWOOD ELEMENTARY Prior Lake, Minn. January 30, 2002 18 UNIT VENTILATOR TEST MFG. MODEL AAF AAF AAF AAF .' AAF MODEL NO. 5-15 5-15 5-15 5-15 5-15 MOTOR HP 1/4 1/4 1/4 1/4 1/4 VOLTAGE 115 115 115 115 115 AMP. RATING 3.1 3.1 3.1 3.1 3.1 ACTUAL AMP. 2.1 2.0 2.0 2.1 2.1 REQUIRED RPM NA NA NA NA 'NA ACTUAL RPM Direct Drive Direct Drive Direct Drive Direct Drive Direct Drive REQUIRED CFM 1,500 1,500 1,500 1.500 1,500 ACTUAL CFM 1,415 1,460 1.390 1.390 1,515 Test and Balance by MECHANICAL TEST AND BALANCE , I . I GRAINWOOD ELEMENTARY Prior Lake, Minn. January 30, 2002 20 UNIT VENTILATOR TEST MFG. MODEL AAF AAF AAF. AAF AAF MODEL NO. 5-15 5-15 5-15 5-15 5-15 MOTOR HP 1/4 1/4 1/4 1/4 1/4 VOLTAGE 115 115 115 115 115 AMP. RATING 3.1 3.1 3.1 3.1 3.1 ACTUAL AMP. 2.0 2.0 2.1 2.1 2.1 REQUIRED RPM NA NA NA NA ' NA ACTUAL RPM Direct Drive Direct Drive Direct Drive Direct Drive Direct Drive REQUIRED CFM 1,500 1,500 1,500 1,500 1,500 ACTUALCFM 1,405 1,460 1,435 1,430 1,430 Test and Balance by MECHANICAL TEST AND BALANCE I . I I I I I UNIT VENTILATOR TEST I I I r I I I I I I I I I I I I I } I I J J I I I GRAINWOOD ELEMENTARY Prior Lake, Minn. January 30, 2002 21 MFG. MODEL AAF AAF AAF AAF AAF MODEL NO. 5-15 5-15 8-15 5-15 8-15 MOTOR HP 1/4 1/4 1/4 1/4 1/4 VOLTAGE 115 115 115 115 115 AMP. RATING 3.1 3.1 3.1 3.1 3.1 ACTUAL AMP. 2.1 2.1 2.1 2.0 2.0 REQUIRED RPM NA NA NA NA NA ACTUAL RPM Direct Drive Direct Drive Direct Drive Direct Drive Direct Drive REQUIRED CFM 1.500 1.500 1,500 1,500 1,500 ACTUAL CFM 1.490 1,460 1,415 1,410 1.405 Test and Balance by MECHANICAL TEST AND BALANCE GRAINWOOD ELEMENTARY Prior Lake, Minn. January 30, 2002 22 UNIT VENTILATOR TEST MFG. MODEL AAF AAF AAF AAF MODEL NO. 5-15 5-15 5-15 5-15 MOTOR HP 1/4 1/4 1/4 1/4 VOLTAGE 115 115 '115 115 AMP. RATING 3.1 3.1 3.1 3.1 ACTUAL AMP. 2.1- 2.1 2.1 2.1 REQUIRED RPM NA NA NA NA ACTUAL RPM Direct Drive Direct Drive Direct Drive Direct Drive REQUIRED CFM 1,500 1,500 1,500 1,500 .ACTUAL CFM 1,460 1 ,430 1,425 1,420 Test and Balance by MECHANICAL TEST AND BALANCE I . I I I I I : ,..~~~~:r~:~~1~1If~~~~'ir~22!lf!14~ I I I I I I I I I I I I I I I I I I I I I I I I GRAINWOOD ELEMENTARY Prior Lake, Minn. January 30, 2002 23 EXHAUST FAN TEST MFG. MODEL Greenheck Greenheck MODEL NO. GB-070-6X GB-070-6X I MOTOR HP 1/6 1/6 VOLTAGE 115 115 AMP. RATING 4.1 4.1 ACTUAL AMP. 3.1 3.4 REQUIRED RPM NA NA ACTUAL RPM 897 863 REQUIRED CFM 250 190 ACTUAL CFM 276 208 Test and Balance by MECHANICAL TEST AND BALANCE I . I GRAINWOOD ELEMENTARY Prior Lake, Minn. January 30,2002 24 GRILLES, REGISTERS and DIFFUSERS Exhaust G108 1.0 125 125 130 130 130 130 104% G112 1.0 125 125 130 130 130 130 104% Unit Total 250 260 260 104% / Test and Balance by MECHANICAL TEST AND BALANCE " REDUCED PRESSURE BACKFLOW PREVENTER TEST REPORT f6V'ainwood) " .' - - - ,~ ., SERVICE NAME;' bA'W\lUCOJ E \EN\c \1. ~tJ"ry' CONTACT PERSON: ADDRESS: Bofe,\ M'ill\IA'eSO\-lA- $ t. 5 . Z . PHONE NUMBER: ~ L~~~ MVX '"5 '$37~cCOUNT NO.: TYPE DEVICE LOCATION: r,oi I\' iI"~ SERVE WHAT SYSTEM: rJl\l1)(" ~J...rGt"'H..~J SERIAL NO.: II 1'1~ 1 TYPE & MODEL:'\VV\t-t-~ 009 VV\ ~ SIZE: "3/4 ' INSTALL DATE: OVERHAUL DATE: <6..... a::o~ TEST DATE: <g'-18-6;; ''''- CLOSED)a CLOSED)(J f- '- [ 1 Sign and dale Tag ------- /11 I ~ () The above is certified correct. Si~ b.{J7l.e . t YV\v(~ Date: <t --I &-,,--0 ~ Tested by (print Name): Theodore J. Miller J Certification Number: 00313T Company Name: NORTHLAND MECHANICAL CONTRACTORSLicense Number: 2439PM ANNUAL TEST ~.(j.' CHECK VAL VB NO. 1 1. LEAKED 2. CLOSED N , R E }) A I It S Cleaned : Replaced: Disc Spring Guide Pin retainer Hinge pin Seat Diapluag m OUler, describe FINAL TEST q,L{ CHECK VALVE NO.2 1. LEAKED 2. CLOSED ')C , Cleaned: Replaced: Disc Spring Guide Pin retainer Hinge pin Seal Diaphragm Other, describe 2900 Nevada'Avenue North New Hope, MN 55427 (612) 544-5100 Du- 1:'.till.ENTIAL PRESSURE REFLIEF V AI.. VB Opened at -I ' C{" psid reduced pressure. Did not open. Cleaned: Replaced: Disc, upper Disc, lower Spring Diaphragm, large upper lower Diaphragm, small upper lower SEAT: upper lower Spacer, lower OUter, describe '\ Open at I , f{ reduced pressure psid REDUCED PRESSURE BACKFLOW PREVENTER TEST REPORT SERVICE NAME: /'f,id6v OIJ..~/ ,Jilt 'JC.I.tco( CONTACT PERSON: ADDRESS: L5R'iS ~GSh ~t\-\i+- R~ <g .f.. P~'~IZ MAl S':) 3 72- DEVICE LOCATION: f~""t\.v.,(.(SE l"^'t'L,^ ~W\. SERVE WHAT SYSTEM: SERlAL NO.: ~~n9 TYPE,& MODEL: u.)Atl-5 <=\04 INSTALL DATE: j.. 1"3>-ol OVERHAUL DATE: ,g - OoOh 1 PHONE NUMBER: ACCOUNT NO.: TYPE /XIllkElAf /'uR).(,I'r;.;'OS-t~) SIZE: "5/4. ' TEST DATE: g- -[t-03 "f .0 CHECK VALVE NO.1 1. LEAKED 2. CLOSED ANNUAL I TEST v R E P A I It S Cleaned : Replaced: Disc Spring Guide Pin retainer Hinge pin Seat Diaphragm OUler, describe FINAL TEST CLOSED x CLOSED ~ Open at 3.0 psid reduced pressure 'iJ . f1' D u-.t'.cltENTIAL PRESSURE CHECK VALVE NO.2 REFLIEF VAL VB 1. LEAKED 2. CLOSED ~ Opened at :3.i) psid reduced pressure. Did not open Cleaned: Replaced: Disc Spring Guide Pin retainer Hinge pin Seal Diaphragm Other, describe X Cleaned: -r- Replaced: Disc, upper Disc, lower Spring Diaphragm, large upper lower Diaphragm, small upper lower SEAT: upper lower Spacer, lower OUler, describe [ 1 Sign and dale Ta /11;/1 /J J The above is certified correct. Signed: (j .,J{~ Date: .r -It...o 5 Tested by (print Name): Theodore J. Miller V Certification Number: 00313T Company Name: NORTHLAND MECHANICAL CONTRACTORSLicense Number: 2439PM 2900 Nevada'Avenue North New Hope, MN 55427 (612) 544-5100 REDUCED PRESSURE BACKFLOW PREV~lJ!J( IJ!..:)l REPORT SERVICE NAME: Hjd~rc" o~l<~ VY\~U\I4rSd~IWl CONTACT PERSON: ADDRESS: 1!S~68~l"\,^~Jl'\A- KD-S.<<[. PHONE NUMBER: P~ll!)r- LA~" lM N 5 S 31 'Z. ACCOUNT NO.: DEVICE LOCATION: ~oi lit,.. ~VV'- SERVE WHAT SYSTEM: SERIAL NO.: l'2.~go3<i< TYPE.& MODEL: u..\l\~l~~ Q15xL INSTALL DATE: g...z.:t.-O \ OVERHAUL DATE: ~ - 'l.oolo ANNUAL TEST '1.h CHECK VALVE NO.1 1. LEAKED 2. CLOSED X R E P A I It S Cleaned: Replaced: Disc Spring Guide Pill retainer Hinge pin Seat Diaphrag m- Olher, describe I FINAL TEST CLOSED x Cl.O CHECK VAL VB NO.2 1. LEAKED 2. CLOSED ')C Cleaned: Replaced: Disc Spring Guide Pin retainer Hinge pin" Seal Diaphragm Olher, describe CLOSED (( TYPE Y'^\6,~~ lA~ w~~'t!, CH~jlf~l'\SJ SIZE: 1 'I TEST DATE: 8 -l~-o~ Du- J:'.till.ENT1AL PRESSURE REFLIEF VAL VB Opened at 3. <if psid reduced pressure. Did not open Cleaned: Replaced: Disc, upper Disc, lower Spring Diaphragm, large upper lower Diaphragm, small upper lower SEAT: upper lower Spacer, lower OUter, describe Open at 3..8 reduced pressure psid [ 1 Sign and date Tag c::::::: In) I ~ I The above is certified correct. Signed:~ ~ Date: ~- I ~-O:S Tested by (print Name): Theodore J. Miller \ Certification Number: 00313T Company Name: NORTHLAND MECHANICAL CONTRACTORSLicense Number: 2439PM 2900 Nevada'Avenue North New Hope, MN 55427 (612) 544-5100 PRIOR LAKE ...DEPARTMENTOF . ..' BUILDING AND INSPECTION INSPECTION RECORD SITE ADDRESS 5DCo I n ;,^,'^-€.~ot~ .~ ~ NATURE OF WORK ~~oA U~ USE OF BUILDING ~ - :L PERMIT NO. O(-D31tf DATE ISSUED l(-<f-?acY CONTRACTOR ~tS~';"+. (' nJ t:? qS( - ~ ') ( - Sq oS- NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT INSPECTOR DATE - J FOOTING \J1c-, ~i J./ A~$/O( ~~~, 41'5/tJl , FOUNDATION (Prior to Backfill) I I PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ROUGH - INS SEWER I WAtER I SEPTIC FRAMING INSUtATIONJOf#A~ tJ:rl ~ (f~ I ELECTRICAL rf." PLUMBING ~X,\~~. ~br ~:t' b:r. 7..fL2./0 ( HEATING (if required) FIREPLACE GAS LINE AIR TEST . COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED J WALLBOARD I I " FINALS . J GRADING (Pr~or to,S_odding) 1011 IJ/~' 2.- BUILDING ~ f1r4fJlo\ ~ ~ ELECTRICAL PLUMBING rrx- . HEATING ~ . DO NOT OCCUpy UNTIL ABOVE HAS NOTICE j I /1 IIJjl }!:."7f-4 / " /J / V I'll 7/1K'4~ , 3/Ir/d'V' ~ hr 'If) "t BEEN SIGNED This card must be posted near an electrical~npr4 cabinet prior to rough-in inspections and maintained until all inspections have been approved. On buildings and additions where no service cabinet is available, card shall be placed near main entrance. Call between 8:00 and 9:00 A.M. for all inspections FOR ALL INSPECTIONS (612) 447-9850 CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED DATE TIME ~-<?~/ Ifr PHONE NO. ~.'0061 J-y~~/~ , CONTR.0~ wCJtJCI S~ /-3/C; PERMIT NO. ADDRESS OWNER o FOOTING o FOUNDATION o FRAMING ".P'1NSULA TION o FINAL o StTE INSPECTION o PLUMBtNG RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBtNG FINAL o MECH FINAL o EXIGRAD/FILLlNG o COMPLAtNT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: ~WORK SATISFACTORY, PROCEED ( 0 'CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ,...- ~ Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS bO~1 OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMtNG o INSULATION c;:e:.EINAL o SITE INSPECTION DATE TIME SCHEDULED 1/-~.(} 2. m"n(J(.504e, t;+. CONTR. BO's$c,r,/f PERMIT NO. (9[-3" w. o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL ~E~ILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: (;rvIA. - fLt:..~ SJ--r ~WORK SATISFACTORY, PROCEED ..... O~RECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING InSpect~ Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl INSNOTl 2(lvjo 2- A. Y; ~J:oo h1 ( Ai v'b'StJ 171- SF', I!J..I - Df!Lc/ !LJ~ PERMIT NO. (j/- $/9 ~ tJl -0 ~dt.D't:iNG o COMPLAINT o FIREPLACE Rt o FIREPLACE FINAL o GASLINE AIR TST o CITY OF PRIOR LAKE tNSPECTlON NOTICE SCHEDULED ADDRESS 5""0 to I OWNER CONTR. PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION 'IZI FINAL I[j SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: DATE nilE ~~ ~) - . ::~6~"'/ ~~~ OJ - IJ.!lL) ~~ ~' . ~ o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED .Ji' CORRECT ~ CALL F~EINSPECTION BEFORE COVERING Inspector: ~ ~ Owner/Contr. I CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI .--' ADDRESS Q--D ~ f TIME Q."J5-()/ /}/5 /!JINNe~k .s-r- DATE CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED OWNER CONTR. PHONE NO. PERMIT NO. (!) {- 'J J 9 VFOOTtNG 0 PLUMBING RI 0 EXIGRAD/FILLING ~ ~OUNDATION 0 MECH RI 0 COMPLAINT o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI o tNSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL o FINAL 0 PLUMBING FINAL 0 GAS LINE AIR TST o SITE INSPECTION 0 MECH FINAL 0 COMMENTS:b~~ ~ ~ 0~ i: .~ 0-=:> ~ ~~ CJJ ~.", p,-..--~. ~" ~,~ ~ 4.f/-A. ~,~~ ~ L~61 ~J .,~ ,~C--- ft' . .Aa.-w-A-'l.;t:;- fr.,...J) ~ /_i--- F?-'~~ -~~ V ~. ~ 4A.v.~ JI~ ,--,-,--- ~ - C-~~I~~' (t). >>)_~ ~~~ ~ ~ ~-P ,i'A~fJl'""1;~ - f2u:,~ , V / f P -7J-~ -.- , 't4- -..' _ II ~ 11 3- S~ t...- ~ - ~ ~tk~. ~- Ql.u.--aJ- ~ ~ ,~C-- ~... ~ ~ ~ t. ~ ~ .: ~ ~ u-d- ~. , if ~ .' (\ r.L .....-t- r '" o WORK SATISFACTORY, PROCEED ~ ~fJ ~ ORRECT ACTION AND PROCEED o-r-. . ~ C.O ~ORRECT WORK, CALL FOR REINSPECTION B~RI G ' Inspector: ~ Owner/Contr: CALL 447.9850 FOR THE NEXT INSPECTtON 24 HOURS tN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl ~TE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ~ 3c:> ADDRESS ~~~r^ OWNER CONTR. PHONE NO. ~OTING {l0\ o FOUNDATIO~ o FRAMING o INSULATION o FINAL o SITE INSPECTION PERMIT NO. o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: ~-V . o( - 311 o EXIG~DIFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL ~:~~S~ ~RK SATISFACTOR'] PROCEED o CORRECT A~flqPROCEED o CORRECT Wr;;:: ~."'1 ~SPECTION BEFORE COVERING Inspector: ~ Owner/Contr: , . CALL 447-9860 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. INSNOTl CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS .50'& ( OWNER PHONE NO. ,....a-1:00TING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION DATE TIME SCHEDULED 6 "17..v/ I / ; 'IS- ~(jtL ~+- CONT?>t~a/o::d PERMIT NO. t!) / - tJ;j I? o PLUMBING Rt o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FtNAL o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o COMMENTS(P) ~ .r ~ ~ ~. ~o-JI- .--1./J '~ ~ _ _ _' ~ "--~ J · ~ " II f(L., - ~ - ~"'....--- ru-- v ~ ~ ~~,.Jtj" o WORK SATtSFACTORY, PROCEED ~ CORRECT ACTtON AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING ~ I Inspector: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. Owner/Contr: CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! /NSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE DATE nUE SCHEDULED 6- /). -;J- / () ; 3:::J ~f~ CONTR.6~ 6,/:e-w.- PERMIT NO. Il/ - "":? 17 ADDRE~~f /YJ If.} . '/, - OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULA TtON ~AL o SITE INSPECTION COMMENTs(\) ~Q.W ~ i!rv- (~.,..:. tJ~ ~ ~~'J' J J o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLtNE AIR TST o f:-I t/ A C- ,~ o WORK SATISFACTORY, PROCEED )lit CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~ I Owner/Contr: -'J CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETYl INSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED DATE TIME G,.2..8-01 4-:00 ADDRESS 50(g I H I NNS~ ST-. OWNER CONTR. PHONE NO. PERMIT NO. ?'DvPLUMBING RI ~ MECH Rt o WATER HOOKUP o SEWER HOOKUP o PLUMBtNG FINAL o MECH FINAL o FOOTING o FOUNDATtON o FRAMING o INSULATION o FINAL o SITE INSPECTION CI- 03(Cf , o EXlGRADIFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: 'Pt,n(3,12.. V/(:::rDjtf?... 6aHPGINGI!?- ('1s'Z) t:lS5- 35f)O ,..2~~~~~ ~~/~ / ,'--:,~it ~il I )( WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REtNSPECTtON BEFORE COVERING Inspector: ~ Owner/Contr: , CA,I).: 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH cl SAFETY! INSNOTI CITY OF PRIOR LAKE INSPECTION NOTICE DATE TIME SCHEDULED ~I 1~(r.O rI,~ir-v ~ CONTR. ADDRESS 5a ~ ( OWNER ~ PHONE NO. PERMIT NO. o FOOTtNG 0 PLUMBING Rt 0 EX/GRAD/FILLING o FOUNDATION 0 MECH RI 0 COMPLAINT o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL o FINAL 0 PLUMBING FINAL 0 GASLINE AIR TST " SITE INSPECTION 0 MECH FtNAL 0 COMMENTS@ JE/( ~~ ~- ~ ~,~, Ftiu.---~ ~ ~ t:JV'- } or,)' (;b~~~ "'^-"~ ~ ~ - tc-- f4~ ~ - J . ~ · ~~ )~~ . / ".~~~ ~., / o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED )I CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: /J-. J Owner/Contr: .~ CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS .5~t?/ SCHEDULED 7 -5"',.0 I 8 ,,at) . ~~ OWNER CONTR. o FOOTING D FOUNDATION o FRAMING o tNSULA TION o FINAL D SITE INSPECTION PERMIT NO. /1\)} ..;;!I"1LUMBING RI 'llY D MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL D MECH FINAL J-~ 11, PHONE NO. o EXIGRADIFILLING D COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST D COMMENTS: ~ A,T, - crL ~ WORK SATISFACTORY, PROCEED ~ ~ ])Ptt-J- ( D' CORRECT ACTION AND PROCEED ~ (Z ,. 3tJ t... lD'1 (q 5 :=CT~:ORReNS:=ORECOVERING I CALL 447-9850 FOR THE NEXT tNSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! , INSNOTl DATE TIME ~;ob CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS 5()t:,j SCHEDULED 7 - /(}-O/ /J1~~{'a- " OWNER CONTR. PHONE NO. PERMIT NO. /- ,~19 o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE tNSPECTtON rlf1 PLUMBING RI 0 EXIGRADIFILLING ftJ MECH RI 0 COMPLAINT o WATER HOOKUP 0 FIREPLACE RI o SEWER HOOKUP 0 FIREPLACE FINAL o PLUMBING FINAL 0 GASLINE AIR TST o MECH FtNAL 0 tut/.4+.R ~ Y- zJ-ffi COMMENTS: ~ A-,'rr - dk.- \~~ - ttJ'A~ (~~ I ".I~ 'fT..__, .. _' () : I 'fi WORK SATISFACTORY, PROCEED b CORRECT ACTION AND PROCEED o CORRECT WO!!' CALL FOR REINSPECTION BEFORE COVERING Inspector: ~ Owner/Contr: CALL 447-9860 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! lNSNOTl CITY OF PRIOR bAKE INSPECTION NOTICE DATE TIME SCHEDULED 7(7-0/ ADDRESS 5(J& ( s;e . OWNER ( CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMtNG o INSULATION o FtNAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FtNAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FtREPLACE RI o FIREPLACE FINAL o GASLtNE AIR TST o COMME~TS: r" (!D-, %h~) ovR _ r~~/ / ~A4A"AA7~ &uL- ~ 0 ~/~./vn ~ ~ A47r- ~.A~ t/ Vi . ddh~.I'l"'-/~ t4- ~ 1'1~Yt> f7{e /4)A~~ A / /(/ M./ /)J/)././A./7'f.-/ 4L2.LJ7~ ~ ~4~ 1AJ7'A./7-l~, ~ ~ /- . L. ~:..,;...,- ~-;C. ~ () /)1 () {~ . 6 - - o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl / ADDRESS -,51J1o I SCH~ULED ,/:- 710/ ;:w >>I-t~!~ CITY OF PRIOR LAKE INSPECTION NOTICE OWNER CONTR. PHONE NO. PERMIT NO. 1- 3/1 o FOOTING I o FOUNDATION vJfG ....e-FRAMING o INSULATION o FtNAL o SITE INSPECTtON o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTsm ~ to;;: rJ~ ~ ~ dS /'~ ~r'\ ~~~ ~'@)~,'~'~ ~~(~~,~~~~ ~r (~~S~N~~~~ sr~' @])N~f~ -~~ ~I ., _ r- ~ ~ ~ .~~~,A&fJ'~ ()~, ({:\;) ~ '~~-t- 6<- ~U I" lM.:1- ~ ..::t:k- ~ (~--- _ (...L-A _ _ -L r " J\ ^ ~ ~ /" I~ ~. ~~ -: pt<.X '-'7~ WI.A~ ~~.-.:J~, F~/Q{lf~ ~ /~ ~.. ~ ~/ iJ,fl.~.l- .f2L-t~ A1~ fA'). ':/I.uCI ~~ f'~ ('--") ~~~-~p /:1 I d {/ ~ ~ ~/~ rr+L;,L ("~ ( - -f i- -P , - u r - ~ o WORKSATtSFACTORY, PROCEED r . ~ )J! CORRECT ACTION AND PROCEE~~ AZtL ~ :=CT~~ FORREINS==FORE COVE~NG CALL 447-'850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTI CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS h 0 (/1 / OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL JiD SITE INSPECTION COMMENTS: DATE TIME SCHEDULED ~Qr ~~~ I(J~ 00 CONTR. PERMIT NO. -1)/ - ~3/'j o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o ~ORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~ . CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. Owner/Contr: CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI INSNOTl ADDRESS ~,""'....'<:"1( .~~ DATE TIME SCHEDULED 7/,-~1.oL ~ ~Of) , , LflA~ JA (~) CITY OF PRIOR LAKE INSPECTION NOTICE OWNER CONTR. PHONE NO. PERMIT NO. o - 81c; o FOOTING 0 PLUMBING RI o FOUNDATION 0 MECH RI o FRAMING 0 WATER HOOKUP o INSULATION 0 SEWER HOOKUP o FINAL 0 PLUMBING FINAL ~ SITE INSPECTION 0 MECH FINAL COMMENTS: I~ ~ ~. o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o o WORK SATISFACTORY, PROCEED ~CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~ Owner/Contr: ,CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE DATE TIME SCHEDULED 21:J.?/JI ~Af, Jlh ADDRESS .50 ~ r OWNER ~ o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL fC. SITE INSPECTION COMMENTS:Q r~ ('~ ~ ~ f'~ I PHONE NO. CONTR. PERMIT NO. &/ - 3/' o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EX/GRAD/FilLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASllNE AIR TST o ~/~ ~ ~~j f ~ -~ o WORK SATISFACTORY, PROCEED flI CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING ~I Inspector: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. Owner/Contr: CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED DATE TIME 7 if 0/ D ( " 1 : (!}-o ADDRESS So~( ~ ~ o FOOTING o FOUNDATtON o FRAMING o INSULATION o FINAL )' SITE INSPECTION COMMENTS:1fv ~ ~ tJ"f\-r ."..... . , # ~, ~ .::f:t,. ~7 ~,~ <7?- ~. . ------- @ ~..~ ~.J'.~~ oJ (' ~ .A .... ~ - ':... LJ.-.., ..L:-:. ~ eo ~ I ~ f/ ~ ~.~) J Milt. &(. %'1 F~~~?' .p~ a-U. ~~ ():.c..:- I-1ft t - I ~, OWNER CONTR. PHONE NO. PERMIT NO. o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBtNG FINAL o MECH FINAL ~ I - 5/1 o EXIGRADIFtLLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLtNE AIR TST o ~ ~vJw ~ o WORK SATISFACTORY, PROCEED A CORRECT ACTION AND PROCEED =CT~~ORR8NS:':r=FORE~NG J CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. INSNOTI CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! j CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS s-~ t; r OWNER PHONE NO. DATE TIME SCHEDULED 8:' .:z.I 01 Ih .et::J 'f\1~ ~ CONTR. PERMIT NO. 0/-3/9 o PLUMBING RI o MECH Rt o WATER HOOKUP o SEWER HOOKUP o PLUMBtNG FINAL o MECH FINAL o EXIGRAD/FILLING o COM PLAt NT o FIREPLACE RI o FtREPLACE FINAL o GASLINE AIR TST o o FOOTtNG o FOUNDATION o FRAMING o INSULATION o FINAL Pi SITE INSPECTION COMMENTS:ffi p~~ ~ ~ (l~ ~~. ~~~~~~, d"\- ~ pi. - -=+~ ~,. o WORK SATISFACTORY, PROCEED ~ CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REtNSPECTtON BEFORE COVERING In~pector: ~ I Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETY! INSNOTI CITY OF PRIOR LAKE INSPECTION NOTICE DATE TIME SCHEDULED fh-/o ( j (),' at1 fYV~ JJl:-I CONTR. ~.. ~ .P ADDRESS 'OWNER PHONE NO. PERMIT NO. o FOOTING 0 PLUMBING RI 0 EXIGRADIFILLING o FOUNDATION 0 MECH RI 0 COMPLAINT o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL o FINAL 0 PLUMBING FINAL 0 GASLlNE AIR TST 'jd SITE INSPECTION 0 MECH FtNAL 0 ~OMMENTS:tf) ~ Wf' {)~j~ ~ \Nn-- ~ ~ ~ vJo-oe1 I ~- 'iid ~ 1. ~ ~~ '"t:..o:{(j:t;.. a~ .be- ~ ~....u ~lL" ~I~ ,~(~ ~- ~~~J~ ~-~) m~ ~ (~;:...J.. ~~ ~~~' ~~~ ~ c..-p~ ~~ ~ 7 o WORK SATISFACTORY, PROCEED b CORRECT ACTtON AND PROCEED ~ CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector. ~ OwnerlContr. CALL 447-9860 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH d: SAFETY! DATE CITY OF PRIOR LAKE d / INSPECTION NOTICE SCHEDULED 't / W l!!J "\ , ADDRESS sa ~ ( ~ JJ- I OWNER ~ CONTR. TIME ArT' PHONE NO. PERMIT NO. ~ t - :3 (9 o FOOTING 0 PLUMBING RI 0 EXIGRAD/FILLlNG o FOUNDATION 0 MECH RI 0 COMPLAINT o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI o tNSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL o FINAL 0 PLUMBING FINAL 0 GASLlNE AIR TST ~ SITE INSPECTION 0 MECH FINAL 0 l COMMENT~ ~) . W ~~ . \,~~ ~~O,~.-~ ~. tJ~ e~ ~_;.o.,~ @ C{d/c-~ ~ ~ h k ~J. ud- $ ;41- ~ .- ,;e c:r- ~ ~r;. ~ -:' o WORK SATISFACTORY, PROCEED 't.. CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector. ~ Owne~ CALL 447-9~" F9R, THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl INSNOTI CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS 50 ~ ( OWNER PHONE NO. DATE TIME SCHEDULED ~ t6:fTO Ji1~ Jt-, CONTR. PERMIT NO. ()l-.~ t~ o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL gv SITE INSPECTION COMMENTS:Cf) 0~ ~ ~.t ~~-..Qor~~~ ~/~~. ~ o....J._ ~ ~ . (tJ - 0 o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o o WORK SATISFACTORY, PROCEED ~CORRECT ACTION AND PROCEED ::~~OR REINS:':,::FORE COVE~NG CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI INSNOTI CITY OF PRIOR LAKE INSPEcnON NonCE DATE TIME ~ ~~30 SCHEDULED ADDRESS ---..!Y10( ~. ~( OWNER ~..,....o CONTR. PHONE NO. o{-3(9 PERMIT NO. o FOOTING 0 PLUMBING RI 0 EXIGRAD/FILLING o FOUNDATION 0 MECH RI 0 COMPLAINT o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL o FINAL 0 PLUMBING FtNAL 0 GASLINE AIR TST )i( SITE INSPECTION 0 MECH FINAL 0 COMMENTS:({)~ ~~ ~~~~~ ' ~ ~-~~~~~~ ~ ~~~ ~~.-...r~: ~. au (IhlhL ~ I rJ.u..J ~j:..) ~ .~ .tA: ~ r A-1 l-~ ~ ~ r~1 L?--I r , tJ~i~ 1;;~, A ~) ~1P.Jt' cL ~ ~ ~ _ Q o WORK SATISFACTORY, PROCEED .J CORRECT ACTION AND PROCEED ( 0 CORRECT 0;, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~ Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOUR,~ IN A,I;)VANCE., CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! lNSNOTl " DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED 8130,1 01 CJl c-o ~ ADDRESS S6f.t ( ~ ~ OWNER ~~ CONTR. PHONE NO. PERMIT NO. IJJ- :519 o FOOTING 0 PLUMBING RI 0 EXIGRAD/FILLING o FOUNDATION 0 MECH RI 0 COMPLAINT o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL o FINAL 0 PLUMBING FINAL 0 GASLINE AtR TST lJf SITE INSPECTION 0 MECH FINAL 0 COMMENTSfl) ~~'~ ;~ ~, .1.-...l~ .,J\44 . ~ lH ,.,..a- - ~~ c.J..N-.., ~ _ ~ . ~ Or"'\. , , ,.. A. .to ' ~ I ~....~ ~ ~ t!J"t- &U. ~ ~ ~ "t1> d) f'-A- /.Jts.:V-~.. ' J ~ , ?"~II ,,, f ,., {\( :>0 ~ ~ x l.fgc ~ ..~. I-...J , ; D~f..r~' @) ~ A~4-l ~ ~ ~ <t:p~f!J ~-~~<<.L-t.~~ ,~or- "~ A1 ~~ ~~~~~~~~ ~ ~~\,A..~~~, ~ I'~ ~ ~ /.tl'cl./ ~ ~ :Iii (\~ t r..J u - ~~~~~ o WORK SATISFACTORY, PROCEED ~ ~ CORRECT ACTION AND PROCEED o CORRECT~ WOCALL FOR REINSPECTION BEFORE COVERING Inspector: I Owner/Contr: '-" CALL 447-9860 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSIVOTI CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED DATE TIME ~/ol 2.,1'iS" ADDRESS 6'tJ ~ I ~;J:h OWNER ~ CONTR. PHONE NO. PERMIT NO. DI-3/fj o FOOTING 0 PLUMBING RI o FOUNDATION 0 MECH RI o FRAMING 0 WATER HOOKUP o INSULATION 0 SEWER HOOKUP o FtNAL 0 PLUMBING FINAL 9' SITE INSPECTION 0 MECH FINAL COMMENTS:~ .f~:s ~ ~ ~G.S f, _~L1 \J)~. @M--~'.' ~ ~~ 41Y-~ ~ 4-b ~~ ::-. ~ oJ:ti- ~ o:-tL -aQ.L.IIL ,~ " .,~ r I I ...Q...IC.....'I Q.Il..&.4r\. ~, . ~~~~qgdj. ~ ~. -.;J. .....,.::ti." ~ 1St ~ ~~ ~~ ~tn A~,~5 o EXIGRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o ~(~-3eq- (,,<0$"3 ~ 9 o WORK SATISFACTORY, PROCEED )Q CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING ~ . Inspector: Owner/Contr: CALL 447-9860 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. INSNOTl CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH cl SAFETY! CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS Sot;, r M'NtJ~ort'r- OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING 0 PLUMBING RI o FOUNDATION 0 MECH RI o FRAMtNG 0 WATER HOOKUP o INSULATION 0 SEWER HOOKUP ~INAL 0 PLUMBING FINAL o StTE INSPECTION 0 MECH FINAL COMMENTS: ?t..ANIJr,uc, RMA- ~ TIME .3 ,~30 ~, -~\j o EXIGRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o w~~~ 1~~~ ~ AUG11m ~ ... JI o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~ Owner/Contr: CALL 44/JsO FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. INSNOTl CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! SCHEDULED a r:,T~, ~ T1M~ CITY OF PRIOR LAKE INSPECTION NOTICE ~ ADDRESS G~~ vDexf) OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING 0 PLUMBtNG RI 0 EXIGRAD/FtLLING o FOUNDATION 0 MECH RI 0 COMPLAINT o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL o FINAL 0 PLUMBING FINAL 0 GASLINE AtR TST o SITE INSPECTION 0 MECH FtNAL 0 FlNI~lt L .J I COMMENTS: l. G.'fM ~~ - f-~ {...oc.,{cb!) ? :,f'Nt~~ fr2at<' ~ ~ MArlJ'lMAJ ~ {0NI_'1 t7~.e.. '^1,'Uf..)Je1,- tJrlt-8v t.iJV:/L[ 1./0 !)M71.-'Y1&-/h-d. s 3.'/~ ~~. (N ~7-10~~- c1, I~'-" ~ IN Cop.p-hF-f' :t:b0ifL 5, \ /V'::;rf-~i-- S;Cd0A(B / /' J (~!- f1~l<A ~(..lv~ (~I.)JfaU~....b---:r- - 13~" 'to/ 1.- ~.-' ~~~ R'^*-.. -- LVAc-< l- a? ~G t!?~~ b. E;/Yt6'l-,~tf L/~~ 70 CG -r2::;"i/EP . 1 CJ, ~)(;r' ~.c:,A-r- ~~7q ~& L/~ 10 //UfJ!X\u..... '<?GO'L$ -i 1IAz.~-G k 6r n-~ I ~ 1- I/T<t) I €::i.-<..:r 'OIVLtvti-IJIt'!:.,&'." ., , . I I 2, t-r )-' r5 k-f" A-s=.1k- 1'3.. Pc-A-tVtJr~ N~ Ie=> n~ ~ ~- /0 ~f.4 I o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT w;,KtfALL FOR REINSPECTION BEFORE COVERING Inspector: y..~ Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! IN8NOTI ADDRESS 5dfJ DATe TIME SCHEDULED ~ M:3o ~~J CITY OF PRIOR LAKE INSPECTION NOTICE OWNER CONTR. PHONE NO. PERMIT NO. ~/- 5zo o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL ~ SITE INSPECTION COMMENTS(!) 0~.._~ ~, qJJ.J ~~~.~~ ~C-- _/ru.;/-' ~J Fn '.. - - J b. ~ '.",.,..1J~ ~ (~(~~~~~~ ~ (f'-' / o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED , CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~ I Owner/Contr: I CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI INSNOTl DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS 6~' I SCHEDULED ~119/tJl J d ! ~ ~ .JrA OWNER CONTR. PHONE NO. PERMIT NO. 61 - '17.3 o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI 0 EX/GRAD/FILLING o MECH RI 0 COMPLAINT o WATER HOOKUP (@'DFIREPLACERI o SEWER HOOKUP ~ 0 FIREPLACE FINAL o PLUMBING FINAL ~ GASLlNE AIR TST o MECH FINAL 0 COMMENTS: - ~ (~ I~ J4,- l~-~ ~~ -'7., /~ WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Ins_r. ~. . Owno.lContr. CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTI ADDRESS 51) ~ I DATE TIME SCHEDULED t!) ~,A;~ / / ..' tto ,... ~~, CITY OF PRIOR LAKE INSPECTION NOTICE OWNER CONTR. PHONE NO. PERMIT NO. tJl ~ 3/9 o FOOTtNG o FOUNDATION o FRAMING o INSULATION ~ FINAL . 0 SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAtNT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTSffi V ~ ..~/ ~ ,~ :..- ~Tt~.~ _ ~~ ~ ~-~~, ~ fm~-f~) ~' ~ ~t +c. O:"'U- r- ~ . (5:1 · ~ ~~~~ , I ~~. ~ rf.o ~ r (!?)~~'~~~ ~~~~O"l- ~~<r>- ~ 1 A~ ~/~' ~~ ~~- ' ~ ~-~, o WORK SATISFACTORY. PROCEED 3:00 ~ CORRECT ACTION AND PROCEED o CORRECT WO'?2 CALL FOR REINSPECTION BEFORE COVERING Inspector: ~ ' Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl