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Building Permit 13. 0600
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I also certify that I am the owner or authorized agent for the above-mentioned property and that all construction will confo all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building official can revoke _permit fo 'us au Furt ore,Iagree that the city official or a designee may enter upon the property to perform needed inspections. 9 / .�Y7 May 17, 2013 ignature Contractor's License No. Date Permit Valuation C.,mo- Park Support Fee # $ Permit Fee $ 7q 5- SAC # $ Plan Check Fee $ s-/ ^75Water Meter Size 5/8"; 1"; $ State Surcharge $ 3° ,�J Pressure Reducer $ Penalty $ Sewer/Water Connection Fee # $ Plumbing Permit Fee $ Water Tower Fee # $ Mechanical Permit Fee $ Builder's Deposit $ Sewer&Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE 4 $ ( ,4 4•ZS ci4-ct.( b1O /'3 This Application Becomes Your Building Permit When Approved Paid /j 4-4- z 5 Receipt o. &g.,.36, ,i--- Date (,. ZG • ( ? By _ Building Official Date This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy,a Certificate of Occupancy must be issued. Planning Director Date Special Conditions,if any 24 hour notice for all inspections(952)447-9850,fax(952)447-4245 4646 Dakota Street S.E.,Prior Lake,Minnesota 55372 04 I'Rjo� CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd TEMPORARY CERTIFICATE OF ZONING COMPLIANCE 1-51 AND UTILITY CONNECTION PERMIT 4,N o,s� WI( � , t. NES 1 Wine Fat I PERMI NO. /1, _ �?9 �`v 7 I 3 3 Yeellll City ow Applicant l (Please type or print and sign at bottom) ZONING(office use) ADDRESS ,�y�s-(,jouZ e-(_E-r��t ARt{ Sai-loot_ �p �iS�1 °60\k(?) c>dQ DCwL SC. P-Io Q- v�t , ,tnN LEGAL DESCRIPTION(office use only) ? jCC, e-�/�-� PID �'�,3�' L?P��" , LOT BLOCK ADDITION OWNER (Name) 9RloV--, arty ;' s Pr.10t.. Rsc rL $5� ."t,t_\c. ico l,lc( (Phone) (Address) 4S40 -rotscR, 5712tFl-4 air, P -tO� k-Al, ,/,ntJ 553-1q BUILDER t (Phone) ►`�-&,/.0(Company Name) (SoV-ffAr� Ol t;N tNt ci-ifli-JK:A� , t (Contact Name) CI-tAD LARS(3N (Phone) 3ac,'(--79-«ta (Address) (64t FagcS Ails c, /-ACJA, ruti.l sS&i TYPE OF WORK ❑New Construction ❑Deck ['Porch ❑Re-Roofing ❑Re-Siding ['Lower Level Finish 0 Fireplace DAddition EfAlteration ❑Utility Connection CODE: ❑I.R.C. ❑I.B.C. ❑Misc: Type of Construction: 'I (g.) III IV V A B PRO COST/VALUE �,U�' oG OcGroup: A B ' 3 1 2 I MR S U (excluding land) IDivcupancyision: e and ct I also certify t I zed agent for the above-mentioned prope have aurnithat all inform trucuon wilon on l conform to all existing state and loapplication which is to the best of cal y laws and wowledge ill proceed in accordance with submitted lans owner I am aware ithat the building official can revoke th er1i forytrsI ause Furthermore,I hereby agree that the city official or a designee may enter upon the property to perform needed inspections X �' Contractor's License No Date Signature Permit Valuation Park Support Fee # $ �1 000.oe, # $ I Permit Fee $ 3DA SAC Plan Check Fee $ . ,I O.1 (# Water Meter Size 5/8"; 1"; $ $ State Surcharge $ / . so Pressure Reducer $ _7 Sewer/Water Connection Fee # $ Penalty $ Water Tower Fee # $ Plumbing Permit Fee $ Mechanical Permit Fee $ Builder's Deposit Sewer&Water Permit Fee $ Other 71$ �[ / Gas Fireplace Permit Fee $ TOTAL DUE j `' $ . ' (.%'r _ L I l , '� IR e6tNo. ( `j / L T il ,.on Becomes Yo , Building P •.,: ' 'en Approvedtip Paid } i- l / Date ,� ,,/ /) B I �� Q . 1.3 ' i Building 0, icial Date / This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested This document when signed by the City Planner constitutes a temporary Certificate of Zoning comphance and allows construcuon to commence Before occupancy ,a Certificate of Occupancy must be issued Q(c �.efl T G - , Planning Director Date Sp-/ial Conditions,i any 24 hour notice for all inspections(952)447-9850,fax(952)447-4245 4646 Dakota Street S.E.,Prior Lake,Minnesota 55372 o. rR19+ CITY OF PRIOR LAKE Date Rec'd HEATING/AIR CONDITIONING/FIREPLACE PERMIT (, _ (3 /3 ti z U tri 1.Pink File PERMIT NO. 'LIINNESo�P 2.Green PERM13 Q 3.Yellow Applicant gob (Please type or print and sign at bottom) ADDRESS 1,0c,.5-7"1,-)C)Oio .G ...-y? A �� ZONING(office use) 5-3 7 0 to 1s 74.)oUf) 0'-'v& s"£ LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PIDZ, e3(p . 60 1 , 0 RIPTIsOjai 7/q ( ftDéU4A1) (Phone) 95- Z Z 4.-, - 2 z 4.- 665-, (NA L (Address) V 5S` b 7(.1-1C.- ,S.Pt 7 St- APPLICANT (Name) ‘.7 5O 314 214 (Phone) ?"5-2—Z z6-- d U 5f (Address) 15 d 723441 cx, 5Dt S7 se a _ 216 ‘-.66 � (Contact Person) J1/1/ /9_e1 &JO (Phone) !62 APPLICANT SIGNATU DATE 0/1/3 APPLICANT PLEASE COMPLETE BELOW ❑NEW CONSTRUCTION REPLACEMENT 0 ALTERATIONS FURNACE MAKE AND MODEL FUEL FLUE SIZE RETURN OPENINGS INPUT OUTPUT TYPE OF SYSTEM HEATING OR POWER PLANT PLEASE NOTE:Air Conditioner ❑Warm Air Plants ❑S,Tteam Units and Fireplaces Cannot Encroach ❑Gravity Ll tot Water into Required Side Yard Setbacks. ❑Mechanical ❑Radiation Fireplaces with Box Additions or CI Air Conditioning 0 Special Devices Cantilevers to the Outside of Buildings Vent. System ❑Other Devices Require a Building Permit. FIREPLACE MAKE AND MODEL FEE SCHEDULE Industrial, Commercial&Multi Family 1%of job cost Residential,Gas Fireplace $49.50 $49.50 minimum Residential,Heating&A/C (New Construction) $149.50 Residential,Additions &Alterations $49.50 Residential,Heating Only(New Construction) $64.50Q Residential,AC Only $49.50 Cost$ �iZ..8 i-7 z-8 Building Permit# # HEATING PERMIT FEE $ c242,1171 ZY STATE SURCHARGE $ 5.00ktk V`� TOTAL PERMIT FEE $ c�e1 4T -, L lkil in This Applica •• ni,ecomes Your Building Permit/ hen • I proved Paid Receipt No. c¢ • 59 Date4 . /6, .0 By Budding e o1 rsme - Dat- 24 hour notice for all inspections(952)447-9850 4646 Dakota Street S.E.,Prior Lake,Minnesota 55372 1 �rRio CITY OF PRIOR LAKE Date Reed °-,,.-- Iv? HEATING/AIR CONDITIONING/FIREPLACE PERMIT . Rog r ri,NNES oo I.Plnk Green City NO. 13 -�' `e"File 2.Greco PERMIT �f 3.Yellow Applicant i (Please type or print and sign at bottom) ADDRESS Westwood Elementary ZONING(office use) 5370 Westwood Drive S.E., Prior Lake, MN 55372 C / LEGAL DESCRIPTION(office use only) -.A..2-1_0,4Z LOT BLOCK ADDITION PID 'fr.— ',36 Do/-D OWNER 952-226-0054 (Name) Prior Lake-Savage Public Schools ISD#719 (Phone) (Address) 4540 Tower Street SE, Prior Lake, MN 55372 APPLICANT (Name) Summit Mechanical of MN (Phone) 651-454-6645 (Address) 575 Minnehaha Avenue St. Paul 55103 (Address) (City) (Zip Code) (Contact Person) Jason Albrecht , (Phone) 651-288-0760 APPLICANT SIGNA :.- _ /IA'' DATE — — (_ APPLICANT PLEASE COMPLETE BELOW ANEW CONSTRUCTION ❑REPLACEMENT ®ALTERATIONS FURNACE MAKE AND MODEL FUEL FLUE SIZE RETURN OPENINGS INPUT OUTPUT TYPE OF SYSTEM HEATING OR POWER PLANT PLEASE NOTE: Air Conditioner ❑Warm Air Plants ❑Steam Units and Fireplaces Cannot Encroach ❑Gravity ®Hot Water into Required Side Yard Setbacks. ❑Mechanical 0 Radiation Fireplaces with Box Additions or 0 ❑Air Conditioning Special Devices :Went.System 0 Other Devices Cantilevers to the Outside of Buildings Require a Building Permit. FIREPLACE MAKE AND MODEL FEE SCHEDULE Industrial,Commercial&Multi-Family 1%of job cost Residential,Gas Fireplace $49.50 $49.50 minimum Residential,Heating&A/C(New Construction) $149.50 Residential,Additions&Alterations $49.50 Residential,Heating Only(New Construction) $64.50 Residential,AC Only $49.50 Estimated Cost$ 193,121.00 Building Permit # The Minnesota Statutes*32613.1411 HEATING PERMIT FEE $ 1,931.21 "SERC E IARGy,"has beenchanged for one year effective STATE SURCHARGE $ .50 July 1,2010,until June 30,2011. TOTAL PERMIT FEE $ 1,931.71 The minimum surcharge for a"fixed fee"permit (Office Use Only) is ilf,beginning.July 1.2010 This Application Becomes Your Building Permit When Approved rAgid 1ct 31 ry i Receipt No. /t:, q i 43 3 Date U ,/ 2 By Building Official Date 24 hour notice for all inspections(952)447-9850,fax(952)447-4245 4646 Dakota Street S.E.,Prior Lake,Minnesota 55372 . p Rio CITY OF PRIOR LAKE Da— e Re 'd ° ` fry ' HEATING/AIR CONDITIONING/FIREPLACE PERMIT .5z.03_, ! Pink Pile NN�so� P2 Green City PERMIT NO. /9 ©5-0 3 Yellow Applicant , I (Please type or print and sign at bottom) ADDRESS Westwood Elem.School ZONING(office use) 5370 Westwood Drive SE /! Prior Lake.MN 55372 t// LEGAL DESCRIPTION(office use only) LOT BLOCK ADDITION See. Ie9a Veohoov0 ele, i, SCJ?Ui L PID,,qS-q 34-00 i -D OWNER (Name) Prior Lake-Savacte Public Schools ISD#719 (Phone) 952-226-0054 (Address) 4540 Tower Street SE Prior Lake,MN 55372 --_ APPLICANT (Name) McDowall Company (Phone) 320-251-8640 (Address) 1431 Prosper Drive Waite Park MN,56387 (Address) (City) (Zip Code) (Contact Person) Brad Berghuis (Phone) 320-251-8640 APPLICANT SIGNAT ' DATE 1 1 APPLI ANT PLEASE COMPLETE BELOW NEW CONSTRUCTION 0 REPLACEMENT ' ❑ALTERATIONS • ' •. ,. • , ' ,e .e . AS SHOWN ON PLAN /W4 (k4L FUEL FLUE SIZE RETURN OPENINGS INPUT OUTPUT TYPE OF SYSTEM HEATING OR POWER PLANT PLEASE NOTE: Air Conditioner ❑Warm Air Plants O Steam Units and Fireplaces Cannot Encroach ❑Gravity LI Hot Water into Required Side Yard Setbacks. O Mechanical O Radiation Fireplaces with Box Additions or ❑Air Conditioning ❑Special Devices Cantilevers to the Outside of Buildings OVent.System O Other Devices Require a Building Permit. FIREPLACE MAKE AND MODEL FEE SCHEDULE Industrial,Commercial&Multi-Family 1%of job cost Residential,Gas Fireplace $49.50 $49.50 minimum Residential,Heating&A/C(New Construction) $149.50 Residential,Additions&Alterations $49.50 Residential,Heating Only(New Construction) $64.50 Residential,AC Only $49.50 Estimated Cost$ 165.000 Building Permit # The Minnesota Statutes§32611.148 "StiRC(IARGli"has been changed for one HEATING PERMIT FEE $ 1,650.00 year effect!se STATE SURCHARGE $ 5.00 Tull' 1,2010,until ,lune 30,2011. TOTAL PERMIT FEE $ 1,655.00 The minimum surcharge for a"fixed fee"permit is 55,beginning July 1.2010 (Office Use Only) This Af, B°comes Your Building Permit ten : •proved ;'�id\f_5� OD Receipt Nb qOg(/ , V1 b IS �„u�l�` ( Date 5IZ"t �3 By B .51"G% Buil.ink Official Date 24 hour notice for all inspections(952)447-9850,fax(952)447-4245 4646 Dakota Street S.E.,Prior Lake,Minnesota 55372 DEPARTMENT OF PRIOR LAKE BUILDING AND INSPECTION „INSPECTION RECORD SITE ADDRESS y�,'C 7 c'c) r‘,43 cDc9,0 NATURE OF WORK 20I3 ,4 T6A-"-rlc)1 5 USE OF BUILDING t( . PERMIT NO. t3• DATE ISSUED ?7 t3 �� CONTRACTOR via FAce..L ( s1' `. PHONE 5'2 *13a, 7(.. 6 2- INSTALL EROSION CONRTOL AND MAINTAIN CLEAN STREETS AT ALL TIMES INSPECTOR DATE FOOTING VL- FOUNDATION (Prior To Backfill) PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ROUGH - INS .►s f--f0 FRAMING INSULATION ELECTRICAL PLUMBING HEATING FIREPLACE GAS LINE AIR TEST ,!,.,‘>(//; 10115910 ftT ETL- Kt (' c C4,,>1%..4 i C.0#4.+N$Luc- A./ S -(`f - (17 COVER NO WORK UNTIL THE ABOVE HAS BEEN SIGNED 1414.1111111111.0 F I R65 e Qrtass', .NAAN 1l9111'I P1)/ 1 8 - I'c-13 FINALS 40001111111.01111111111111111.11111111014 BUILDING / 3 ELECTRICAL PLUMBING HEATING DO NOT OCCUPY UNTIL ABOVE HAS BEEN SIGNED NOTICE This card must be posted near an electrical service 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. FOR ALL INSPECTIONS (952) 447-9850 / 3. 6060 Bob Hutchins From: WLUSIAN@comcast.net Sent: Wednesday, August 14, 2013 1:18 PM To: Bob Hutchins Subject: WESTWOOD & HIDDEN OAKS ELEMENTARY SCHOOLS Bob, - twood & Hidden Oaks Elementary Schools are "electrically" ready for occupancy after today and I have given them a partial final. The remaining work is in the boiler room and on the roof deck and as such will only be accessible to authorized personnel. Walt Lusian State Electrical Inspector 1 CITY OF PRIOR LAKE 4646 Dakota Street S.E. PRIOR LAKE, MN 55372-1714 SPECIAL STRUCTURAL TESTING AND INSPECTION SCHEDULE Project Ascn 00 I S „Aot 6.{ tiit?, 0 k NameI rat Location ► et". oak I-r, t - !S. S-5"S-5" , lain s. 5 t d , wks J►!r S. ,. (0' 30 ri..e. 61.w S ' Tif + x'11 SPECIAL S . CTURAL TESTING AND INSPECTION prow, LuJ Specification Description Type of Inspector(3) Report Frequency Assigned �(4 Section Article }a1� 1109.42 rel w1 64-�e,( Fr 3. � ' e .( ie\d' k • Fa owl. _ Sl • 3.3 *o A 1154 a ' ILL. a r5 S G3 .. a Notes: This schedule is to be filled out and included in the project specifications. Information unavailable at that time must be filled out when applying for a building permit. (1) Use descriptions per IBC Section 1701,as adopted by Minnesota State Building Code. (2) Special Inspector-Technical,Special Inspector-Structural. (3) Firm contracted to perform services. Eac• appropriat• representative hall sign below X1-1 j Date: C1 a _ � �, Firm: � / / , .3 (�FirmMr'9re�o C-�"' iDate: Architect: t ,,.Finn:f'in 1:1 A *R. Date: SER: '' . — Firm:Sy ea'„�l.*A.-a f s i<e3 k SS c,cDate: L •a 1 r AS SI-S: Firm: ,44,., 4 k i k Date: TA: ley &„,1,,, Firm: Date: SI-T: Firm: Date: TA: Firm: Date: Finn: Date: SI-T: F: Firm: Date: F: Firm: Date: *The individual names of all prospective special inspectors and the work they intend to observe shall be identified. (Please use reverse side of form if necessary.) Legend: SER=Structural Engineer of Record SI-T=Special Inspector-Technical SI-S=Special Inspector-Structural TA=Testing Agency F=Fabricator Accepted for the Building Department by Date 4 STRUCTURAL DESIGN ASSOCIATES, INC. 10900 Noble Avenue North,Champlin,Minnesota 55316 517 NW Fourth Street,Ste 113,Brainerd,MN 56401 763-560-5300 • Fax:763-560-5400 218-824-1585 • Fax:218-824-1586 -7� - C) ' �--- NFw S 7 E+ c. P rST r \, i` �1 �G , - a el f► a L �ou l • C'410 S,I 2 L-0 U s 'r- Go )C I V FT C w/ 3 * S Ofp"T ( v 2 1 PROJECT: JOB#: SHT#: CLIENT: BY: DATE: Gemstone Products Company CEMSTONL__, Cemstone Ready Mix,Inc. phone 1-800-Cemstone or(651)688-9292 lailliffiaraWM/Marallfffax(651)688-0124 2025 Centre Pointe Boulevard,Suite 300 BUILDING THE FUTURE TOGETHER Mendota Heights, MN 55120-1221 www.cemstone.com EOE/AA CONCRETE MIXTURE DESIGN Created On: MIX ID: 5167 Compressive Strength: 5,000 psi at 28-Days 4/5/99 CONTRACTOR: Axle Ohman Construction PROJECT: Hidden Oaks Elementary MIX TYPE: Standard Mix APPLICATION: Interior PLACEMENT: Truck Discharge , CEMENT, (ASTM C 150/TYPE I) 520 lbs. 2.65 ft3 FLY ASH, (ASTM C 618/CLASS F) 130 lbs. 0.81 ft3 SAND, (ASTM C 33) 1,321 lbs. SSD 7.96 ft3 3/4" GRAVEL, (ASTM C 33/#67) 1,765 lbs. SSD 10.44 ft3 WATER, 93 lbs. = 35.2 gal. 4.70 ft3 AIR CONTENT, 2.0 /0 0.54 ft3 27.10 ft -- WATER-CEMENTITIOUS RATIO, 0.45 U S F-- C '/, if..0 Ex (,(I-r (nl.. SLUMP, 4.00 in. (-LAT tea )(2_.e_CONCRETE UNIT WEIGHT, 148.8 pcf MIX SUITABILITY FACTOR, 23.6 L. _./-_ MIXTURE ADJUSTMENT: Material variation and job site conditions may require mixture adjustments to maintain strength,water-cementitious ratio, slump, air content,and yield. DISCLAIMER: Cemstone disclaims and negates any warranty whatsoever of this concrete mix design if it is provided to, or used by, another concrete producer. CONFIDENTIALITY: This concrete mix design is proprietary to, and confidential information of,Cemstone. Its disclosure to a third party or entity, or permitting it to be used in competition with Cemstone, is strictly prohibited and illbject you to an injunction and d ages NO EXCEPTION TAKEN REVISE AND RESUBMIT B MAKE CORRECTIONS ❑ REJECTED L_I "_am `,% TED Kevin D. HeintdeIrtcEs OR COMMENTS MADE ON THIS SUBMITTAL DO NOT RELIEVE moment Printed On: 6/11/13 CONTRACTOR FROM COMPLIANCE WITH REQUIREMENTS OF CONTRACT DOCUMENTS THE REVIEW IS ONL r G[P1.5PAl VISE AND RESUBMIT CONFORMANCE WITH THE INFORMATION GIVEN g'rm.: .,/Fh OTED X DO NOT RESUBMIT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOA jAN�tti � ArIR CORRELATING ALL QUANTITIES AND DIMEti SAPIlaQJ6i#A VERIFICATION OF FIELD DIMENSIONS,(BT SELECTINGTiapipmftl ogor's approval of shop drawings,submittals or PROCESS AND THE CONSTRUCTION MEANS, METI+ S19tk?WtJE�t've the Subcontractor or Material Supplier for SFOUENCES AND PROCEDURES. (C) COORDINATIN.§nY4Vt RlfrONlttle requirements of the Contract Documents,nor THAT OF ALL OTHER TRADES AND, (D) PERFORMIW9nTft WBDfP4sbNtli4 for errors or omissions including sizes, SAFE AND SATISFACTORY MANNER dimensions,quantities and locations. STRUCTURAL DESIGN ASSOCIATES, INC. Date 6/26/2013 By TWM D, rl 4/ içL±i_iw' _1M 1 ( _._"--McFarlattd-Genstruction Company 9949 Valley View Road, Eden Prairie, MN 55344 WOL June 13,2013 architects Robert Hutchins engineers City of Prior Lake-Building Official www.woldae.com 16200 Eagle Creek Avenue S.E. Prior Lake, Minnesota 55372 305 Saint Peter Street Saint Paul, MN 55102 Re: Independent School District#719 tel 651 227 7773 Westwood 2013 Building Improvements fax 651 223 5646 Commission No. 132020 mail©woldae corn Dear Robert: The following comments are in response to plan review items from you office on the above named project. 1. Comment: Sht. 50.1: Provide filled out Special Inspections Schedule Response: The Special Inspections Schedule has been filled out on-site. 2. Comment: Provide a Code Plan. Response: The Code Plan is attached. 3. Comment: Sht. M1.40 Note 1 Aluminum Panels: Are the panels filling in a two hour rated firewall? If so provide detail that construction meets two hour fire resistive construction. Response: As noted in the attached Code Plan, overall building is an "E"Educational occupancy and the "Multi-purpose Room(s)"are a A-3 Occupancy(per 1994 UBC). There are no fire resistance requirements between this spaces. The Corridors are rated one hour, however the chases(where the ductwork is being removed)are on the "Multi-purpose Room(s)"side of the corridor 8"concrete block wall. Therefore there are no fire resistive requirements related to the openings in the chases. The comments and responses of this review will be forwarded to the contractor involved with this work,to be included as part of the contract. Sincerely, WOLD ARCHITECTS AND ENGINEERS Michael Klass//Assoc.AIA, LEED AP Associate cc: Jim Dellwo, ISD#719 Paul Aplikowski,Wold Russ Schumacher, Nexus LH/I S D_719/132020/crsp/i un13 Minnesota Illinois Michigan Colorado designers and researchers for public environments 6/4/13 City of Prior Lake Attention: Robert Hutchins 16200 Eagle Creek Avenue S.E. Prior Lake,MN 55372 Re: Westwood Elementary Plan Review Mechanical Items Mr. Hutchins: Attached are the responses to the mechanical items documented in the plan review for Westwood Elementary School dated 5/31/13. The item numbers below correspond to the item numbers on the plan review letter. Mechanical Items: 3. Sheet M 1.40 did not contain a note for an aluminum panel infill,but sheet M1.41 had wall openings being in filled with insulated panels,which is what I assume you are referring to. Previously there were supply and return air grilles in these locations. Wold to verify these wall ratings and if these walls are 2 hour rated,the insulation and panels will be installed and sealed to meet the 2 hour fire resistive construction. Additional Item: Below are the ventilation calculations for the new air handling units. WESTWOODELEMarfARY$01001,AIRHANDUNSECOPMENT UNIT UNIT ASHRAE 62 1-2004 ASHRAE 62 1-2004 UNIT REQUIRED DESIGN TOTAL OUTDOOR AIR OUTDOOR AIR OCCUPANT SQUARE OUTDOOR OUTDOOR SPACES AIRFLOW REQUIREMENT REQUIREMENT QUANTITY FOOTAGE AIR REQUIREMENT AIR CAPACITY UNIT SERVED (CFM) (CFM/PERSON) (CFM/SQ Fl) (#PEOPLE) SERVED (CFM) (CFM) RTU-1 MULTIPURPOSE ROOM 4,000 7 5 0 3 200 2,640 4' ,*292 2,400 w' RTU-2 KIDS COMPANY 4,000 7 5 0 3 60 2,620 �. IAD Sincerely, Russ Schumacher,P.E. Mechanical Engineer Nexus Solutions 11188 Zealand Avenue North 763-201-8400(Phone) Champlin,Minnesota 55316 763-201-8410(Fax) r 5 7711- Ve coo& /i/4-A/ ( 7-u7 v6,04(4?- ,c/i4yr- tft I . 4 15,,,rr IN350c.A-ado AtrAt_ - 2,4.4 /241-ctepd,____ C.-40 7w- 7,1-s-r -/F026-- 14-44-Al IA)cr P&6-cre 3 2 (i1)- -7 04 PRj0 0!� ,,.., 16200 Eagle Creek Avenue S.E. U r7" Prior Lake,MN 55372 4rjNNEso.s June 3, 2013 Mr. Paul Aplikowski Wold Architects and Engineers 305 St. Peter St. St. Paul, MN 55102 RE: Westwood 2013 Building Improvements Following are the results of the preliminary plan review for the Westwood 2013 Building Improvements project. Our review was based on the 2007 Minnesota State Building Code (MSBC) which adopted with amendments the 2006 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. 1. Sht. S0.1: Provide filled out Special Inspections Schedule. 2. Provide a Code plan. 3. Sht. M1.40 Note 1 Aluminum panels: Are the panels filling in a two hour rated firewall? If so provide detail that construction meets two hour fire resistive construction. This review is based on building and mechanical plans dated March 21, 2013. If you have any questions call me at 952-447-9851. Sincerely, Robert D. Hutchins Building Official cc. Stu Sirjord, P.E. Nexus Solutions www.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4245 443 Lafayette Road N. MINNESOTA DEPARTMENT OF (651)284-5005 St. Paul, Minnesota 55155 Q, i Y 1-800-DIAL-DLI www.dli.mn.gov ,.�, ,.� V4 l iii V 1 TTY: (651)297-4198 Division of Construction Codes and Licensing REPORT ON PLANS Plans and specifications on plumbing: Westwood Elementary 2013 Building Impovements Phase 1, 5370 Westwood Drive SE,Prior Lake, Scott County,Minnesota,Plan No. PLB 1303-00162 OWNERSHIP: Independent School District No. 719, 5370 Westwood Drive SE,Prior Lake,MN 55372 SUBMITTER(S): Nexus Solutions, 11188 Zealand Avenue North, Champlin,MN 55316 Plans Dated: March 21, 2013 Date Received: March 25, 2013 Date Reviewed: April 5,2013 SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which this plumbing system is connected. The review is based upon the supposition that the data on which the design is based are correct,and that necessary legal authority has been obtained to construct the project. The responsibility for the design of structural features and the efficiency of equipment must be taken by the project designer: Approval is contingent upon satisfactory disposition of any requirements included in this report. Special care should be taken to insure that the material and installation of the plumbing system are in accordance with the provisions of the Minnesota Plumbing Code. A copy of the approved plans,specifications, and this Report on Plans must be retained at the project location for future reference. INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of the Minnesota Plumbing Code. As specified in Minnesota Rules,part 4715.2830,no plumbing work may be covered prior to completing the required tests and inspections. Provisions must be made for applying an air test at the time of the roughing-in inspection as outlined in Minnesota Rules,part 4715.2820, subpart 2, of the code. A manometer test, as specified in Minnesota Rules,part 4715.2820, subpart 3, is required at the time of the finished plumbing inspection. It is the responsibility of the contractor/installer to notify the Minnesota Department of Labor and Industry when an installation for a state contract job,Minnesota Department of Health licensed healthcare facility, or project in an area where there is no local administrative authority is ready for an inspection and test. To schedule inspections, contact the state plumbing standards representative for your region. For your regional inspector's contact information,visit our website at http://www.dli.mn.gov/CCLD/CCLDContactus.asp REQUIREMENT(S): 1. The double-wall heat exchanger design must permit any single wall failure to discharge the contents of the wall to the atmosphere. The discharge location must create no hazard and be visible to the operator or owner(see Minnesota Rules,part 4715.1941, subpart 2). 2. The water softener and the related water distribution piping must be properly sized to accommodate the peak demand of the plumbing fixtures. The plan appears to indicate a 1-inch distribution branch to a water softener that serves a water heater and a 11/2-inch hot water distribution main. Unless documentation is provided to this office showing that the existing softener and related piping are properly sized,the pipe sizes may not be less than 11/2 inches and the water softener must be upgraded to accommodate the peak demand of the plumbing fixtures(see Minnesota Rules,part 4715.3700). This information can be provided to you in alternative formats(Braille,large print or audio). An Equal Opportunity Employer Westwood Elementary 2013 Building Impovements Phase 1 Plumbing Plan No. PLB1303-00162 Page 2 April 5, 2013 3. The Minnesota Department of Labor and Industry(DLI)will be conducting the plumbing inspections for this project. Prior to scheduling an inspection,the installer must verify that the required inspection fee has been submitted. Please contact Mr. Charles Olson at 651/284-5888 for all plumbing inspections. For more information,please visit our website at: http://www.dli.mn.gov/CCLD/PlumbingInspect.asp NOTE(S): 1. The scope of this project consists of the remodelling of an existing building. The plumbing installation includes a double-wall domestic hot water heat exchanger, a water heater, and related piping. 2. This facility will be served by existing municipal water and sewer services. Authorization for construction in accordance with the approved plans may be withdrawn if construction is not undertaken within a period of two years. The fact that the plans have been approved 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: Bradley C. Erickson Public Health Engineer Plumbing Plan Review and Inspections Unit 651/284-5880 cc: Independent School District No. 719 Nexus Solutions City of Prior Lake Building Official File 11188 Zealand Avenue North • + " Champlin, MN 55316 Phone: 763-201-8400 Fax: 763-201-8410 Date: 4/8/13 Minnesota Department of Labor and Industry Plumbing Plan Review and Inspection Attention: Bradley Erickson 443 Lafayette Road N St. Paul,MN 55155 Re: Minnesota Department of Labor and Industry: Minnesota Plumbing Code Review Plan Number: PLB 1303-00162 Independent School District No. 719, Westwood Elementary School 5370 Westwood Drive SE Prior Lake,MN 55372 Submitted by: Nexus Solutions 11188 Zealand Avenue North Champlin, MN 55316 Mr.Bradley Erickson: Below are the responses to the report on plans regarding the Minnesota Department of Labor and Industry Minnesota Plumbing Code Review Report on Plans conducted for ISD 719 Westwood Elementary School Renovation PLB 1303-00162. The numbers before the responses correspond to the numbered mechanical requirement items on the plan review report. Report on Plan Requirement Item Responses: 1. Double wall heat exchanger is double wall compliant with Minnesota Rules,part 4715.1941, subpart 2. • No action required by the plumbing contractor. 2. Existing domestic water piping serving water softener was mislabeled and is currently 1-1/2" and adequately sized for building fixtures. This will be addressed in addendum. • Plumbing contractor to install 1-1/2"piping to serve WH-2 per addendum. 3. Fees shall be addressed per the specifications and building/plumbing code requirements. ThAK.,_ nks, Russ Schumacher,P.E. Mechanical Engineer Nexus Solutions Prior Lake—Savage Public Schools 2013 Building Improvements—Phase 1 Page 1 of 1 WES Plumbing Code Response A Structural Steel Special Inspection Final Report Hidden Oak Middle School 15855 Fish Point Road SE Prior Lake,Minnesota Westwood Elementary School Westwood Drive Prior Lake,Minnesota Five Hawks Elementary School 16620 Five Hawks Avenue Prior Lake, Minnesota Prepared for McFarland Construction Company Project BL-13-04334 August 20,2013 Braun Intertec Corporation BRAUN Braun Intertec Corporation Phone:952.995.2000 N 1 ERIE C 11o01 Hampshire Ave S Fax: 952.995.2020 Minneapolis,MN 55438 Web: braunintertec.com August 20,2013 Project BL-13-04334 Mr.Tim McFarland McFarland Construction Company 9949 Valley View Road Eden Prairie,Minnesota 55344-3527 Re: Structural Steel Special Inspection Procedural and Final Report Hidden Oak Middle School, 15855 Fish Point Road SE, Prior Lake, Minnesota Five Hawks Elementary School, 16620 Five Hawks Avenue, Prior Lake, Minnesota Westwood Elementary School,Westwood Drive, Prior Lake, Minnesota Dear Mr. McFarland: Please find attached to this procedural report the Structural Steel Special Inspection Final Report for the Hidden Oak Middle School, Five Hawks Elementary School and Westwood Elementary School Project and the supporting Special Inspection Daily Reports. Special Inspection and Testing Procedures The special inspection services were periodically provided by International Code Council(ICC)certified special inspectors in accordance with the requirements of the Minnesota State Building Code, Chapter 17 of the International Building Code(IBC)and the project plans and specifications. The purpose of special inspections is to provide a review of the contractor's work designated by the project structural engineer as needing special inspection under the guidelines of the IBC to determine compliance with the approved construction documents. The special inspector does not have the responsibility or authority to,nor is it the intent of special inspections to have them,judge or modify the construction documents. Only the structural engineer of record can do this. As the special inspections were completed,a Special Inspection Daily Report was prepared to summarize the results of our inspections and testing. A copy of this report was provided to the contractor's site representative for their review and records. As part of this report, items needing correction or discrepancies observed from the approved construction documents were noted. We also summarized the discrepancies documented in a Discrepancy Log. Plans and Specifications The plans and project documents available at the site were used for our inspections. Visual Examination of the Field-Made Welds Visual examination of the field welds was conducted in accordance with American Welding Society (AWS) D1.1-2010, Figure 5.4 and Table 6.1 requirements and the requirements of the project plans and specifications. Hex-Head Bolted Connection Observations Hex-head bolting observations were performed to determine if the bolt holes were filled,if the correct bolts were used,if the nuts were fully engaged and if they appeared to be snug tight. Each hex-head bolted connection was observed for fit-up and to determine if the various plies were in contact with one AA/EOE Providing engineering and environmental solutions since 1957 McFarland Construction Company Project BL-13-04334 August 20,2013 Page 2 another. Random bolts were also selected at various connections to determine if the nuts were snug tight. This was done using a wrench and cheater bar. Drilled-In Epoxy Anchors Observations were performed after the installation of the drilled-in epoxy anchors to determine if they were installed according to the requirements of the manufacturer and the project documents. As part of these observations,we documented that the adjoining plies were in contact with one another and that the nuts were fully engaged and snug tight. General In performing its services, Braun Intertec used that level of care and skill ordinarily exercised by reputable members of its profession currently practicing in the same locality. No warranty,express or implied,is made. Thank you for the opportunity to provide the special inspection and testing services for this project. After review of the attached Special Inspection Final Report, if you have any questions or require additional information, please call Troy Baumann at 952.995.2554 or Mary Denne at 952.995.2510. Sincerely, BRAUN INTERTEC CORPORATION Troy W. Baumann ICC Certified Special Inspector-Structural Steel and Welding V Christopher R. Kehl, PE Associate Principal-Senior Engineer Attachment: Structural Steel Special Inspection Final Report c: Robert Hutchins; City of Prior Lake Inspections Department Mukhtar Giader, PE;Structural Design Associates, Inc. BRAUN INTERTEC BRAUN Braun Intertec Corporation Phone:952.995.2000 INTER T E C nom Hampshire Ave S Fax: 952.995.2020 Minneapolis,MN 55438 Web: braunintertec.com Structural Steel Special Inspection Final Report City of: Prior Lake Date: August 20,2013 Attention: Mr.Tim McFarland Project: Hidden oak Middle School, 15855 Fish Point Road SE, Prior Lake, Minnesota Five Hawks Elementary School, 16620 Five Hawks Avenue, Prior Lake, Minnesota Westwood Elementary School,Westwood Drive, Prior Lake, Minnesota Braun Intertec Project: BL-13-04334 In accordance with the Minnesota State Building Code,Section 1704 of the International Building Code and the agreed-upon scope of services,the required special inspections and testing have been provided for the following items: Bolting. The bolted connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the plans and specifications. Discrepancies were noted and documented. These connections were found to be acceptable following the required corrections. There are currently no outstanding or unresolved bolted connection-related issues. Structural Field Welding. The welded connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications. Discrepancies were noted and documented. These connections were found to be acceptable following the required corrections. There are currently no outstanding or unresolved structural welding-related issues. Drilled-In Epoxy Anchor Bolts. The drilled-in epoxy anchor connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the plans and specifications. The procedures used by the contractor to install the drilled-in epoxy anchors were not documented by the special inspector as required by the IBC and the ICC ER documents. Discrepancies were noted and documented. These anchors were found to be acceptable following the required corrections. The placement was done in accordance with the drawings,the nuts were fully engaged, the adjoining plies were in contact with one another and the nuts were snug tight. There are currently no outstanding or unresolved drilled-in epoxy anchor-related issues. AA/EOE Providing engineering and environmental solutions since 1957 McFarland Construction Company Project BL-13-04334 August 20,2013 Page 2 Conclusion Based upon the inspections conducted,the testing performed and the attached reports,it is our professional judgment that,to the best of our knowledge,the inspected work was performed and completed in accordance with the approved plans,specifications and applicable workmanship provisions of the Minnesota State Building Code and the International Building Code,except as noted. Inspecting Firm: Braun Intertec Corporation I hereby certify that this plan,specification or report was prepared by me or under my direct supervision \``�.�1S0. FA•. �� q4 `` and that I am a duly Licensed Professional Engineer ,+ �.• under th- aws of the State of Minnesota. •: Hq�3 '9 m: KEH qR; __ ;�u'+TA 3459 E A••• •:•2s- Christoph R. Kehl, PE ' '9p••.,.....••�Q'o` Associate Principal-Senior Engineer +44 0 ���``�� License Number: 43459 August 20,2013 Attachments: Special Inspection Daily Reports, Hidden Oak Middle School Reports 1 and 2 Summary of Discrepancy Log Special Inspection Daily Reports, Five Hawks Elementary School Report#1 Special Inspection Daily Reports,Westwood Elementary School Report#1 BRAIN INTERTEC BRAUN I NTE RTEC Special Inspection Daily Report City of Prior Lake Page 1 of 1 Report No.: Steel#1 Date of this Report: 7-8-13 Project Name: Hidden Oak Middle School Project No.: BL-13-04334 Project Address: 15855 Fish Point Rd SE Client: McFarland Construction Client Project No.: Weather: Sunny Temperature: 70°F Type of Inspection: Inspection Coverage: �• ® Continuous ❑ Masonry ❑ Rebar Placement ❑ Foundations El Special Cases: ❑ Periodic ® Welding&Bolting ❑Concrete ❑ Fireproofing ❑ Piles&Piers 0 Tendon Placement 0 Soils Did the architect or engineer authorize changes to City-approved plans? ❑Yes (Listed Below) ❑ No Description and location of work completed: ,1)Performed visual observations of fillet welds, Z Clips,A490 Hex Head Bolts, and Epoxy Anchors on Bolt up Bar Joist in Area A and B. It was noted that A490 Bolts,Z Clips, and Epoxy Anchors were missing. Locations were walked down with Brent with McFarland. ' I ' ! I List tests performed: ---------------- --Visual • Are there any discrepancies noted from this day's observations? Yes ® No ❑ • Are there any outstanding discrepancies on this project? Yes ® No ❑ o If yes,see attached Summary Sheet. • Report given to Contractor: Yes ❑ No 0 To the best of our knowledge,work inspected was done in accordance with the approved plans, specifications, and applicable workmanship provisions of the current IBC, except as noted above. Signed: Date: 7-8-13 Print Full Name: Troy Baumann I.D. No.: 5067860-85 Rev. 12/07 • Providing engineering and environmental solutions since 1957 BRAUN I NTE BTEC Special Inspection Daily Report City of Prior Lake Page 1 of 1 Report No.: Steel#2 Date of this Report: 7-12-13 Project Name: Hidden Oak Middle School Project No.: BL-13-04334 Project Address: 15855 Fish Point Rd SE Client: McFarland Construction Client Project No.: Weather: Sunny Temperature: 70 °F Type of Inspection: Inspection Coverage: ® Continuous 0 Masonry ❑ Rebar Placement 0 Foundations ❑ Special Cases: O Periodic ® Welding& Bolting 0 Concrete 0 Fireproofing 0 Piles&Piers 0 Tendon Placement 0 Soils Did the architect or engineer authorize changes to City-approved plans? 0 Yes (Listed Below) 0 No Description and location of work completed: 1) Performed visual observations of fillet welds, Z Clips,A490 Hex Head Bolts, and Epoxy Anchors on Bolt up Bar Joist ' in Area A and B. No Discrepancies Noted. Closing discrepancies from report#1. List testsperformed: Visual - -- ----- - ---------- • Are there any discrepancies noted from this day's observations? Yes 0 No Zi • Are there any outstanding discrepancies on this project? Yes 0 No El o If yes,see attached Summary Sheet. • Report given to Contractor: Yes 0 No 0 To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications, and applicable workmanship provisions of the current IBC, except as noted above. Signed: Date: 7-12-13 Print Full Name: Troy Baumann I.D. No.: 5067860-85 Rev. 12/07 • Providing engineering and environmental solutions since 1957 • BRAUN INTERTEC Summary of Discrepancies Needing Correction or Review by the Design Engineer or Architect Project Name: Hidden Oak Middle School Project Address: 15855 Fish Point Rd SE The following items must be reviewed by the engineer and/or corrected and/or inspected before work can continue in the area. Report Report Description Resolution to 0/C No. Date Discrepancy Status 1)Performed visual observations of fillet welds,Z Clips, 1 A490 Hex Head Bolts,and Epoxy Anchors on Bolt up Closed 7-8-13 Bar Joist in Area A and B.It was noted that A490 Bolts, Item installed 7-12-13 Z Clips,and Epoxy Anchors were missing.Locations were walked down with Brent with McFarland. BRAUN I NTE RTEC Special Inspection Daily Report City of Prior Lake Page 1 of 1 Report No.: Steel#1 Date of this Report: 7-22-13 Project Name: Five Hawks Elementary School Project No.: BL-13-04334 Project Address: 16620 Five Hawks Ave. Client: McFarland Construction Client Project No.: Weather: Sunny Temperature: 70°F Type of Inspection: Inspection Coverage: ® Continuous ❑ Masonry ❑ Rebar Placement ❑ Foundations 0 Special Cases: ❑ Periodic ®Welding&Bolting ❑ Concrete 0 Fireproofing ❑ Piles&Piers ❑Tendon Placement ❑ Soils Did the architect or engineer authorize changes to City-approved plans? ❑Yes (Listed Below) ❑ No Description and location ofworkcompleted: !1)Performed visual observations of fillet welds,Z Clips,A490 Hex Head Bolts, and Epoxy Anchors on Bolt up Bar Joist.^ 3 locations No Discrepancies Noted. List tests performed: -------- -------- ;Visual ----------� • Are there any discrepancies noted from this day's observations? Yes ❑ No • Are there any outstanding discrepancies on this project? Yes ❑ No a If yes,see attached Summary Sheet. • Report given to Contractor: Yes ❑ No ❑ To the best of our knowledge,work inspected was done in accordance with the approved plans, specifications,and applicable workmanship provisions of the current IBC, except as noted above. Signed: Date: 7-22-13 Print Full Name: Troy Baumann I.D. No.: 5067860-85 Rev. 12/07 • Providing engineering and environmental solutions since 1957 { BRAUN I NTE RTEC Special Inspection Daily Report City of Prior Lake Page 1 of 1 Report No.: Steel#1 Date of this Report: 7-22-13 Project Name: Westwood Elementary School Project No.: BL-13-04334 Project Address: Westwood Dr. Client: McFarland Construction Client Project No.: Weather: Sunny Temperature: 70°F Type of Inspection: Inspection Coverage: ® Continuous ❑ Masonry ❑ Rebar Placement ❑ Foundations ❑ Special Cases: ❑ Periodic ®Welding&Bolting 0 Concrete ❑ Fireproofing ❑ Piles&Piers 0 Tendon Placement ❑Soils Did the architect or engineer authorize changes to City-approved plans? ❑Yes (Listed Below) 0 No Description and location of work completed: 1) Performed visual observations of fillet welds on support added to beams to support pre-cast roof plank.2 locations in ;lunch room and 2 in gym. No Discrepancies Noted. )_Ist t ts performed: Visual • Are there any discrepancies noted from this day's observations? Yes ❑ No El • Are there any outstanding discrepancies on this project? Yes 0 No o If yes,see attached Summary Sheet. • Report given to Contractor: Yes ❑ No ❑ To the best of our knowledge,work inspected was done in accordance with the approved plans,specifications, and applicable workmanship provisions of the current IBC, except as noted above. 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