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3325 Central Park Village Dr Use BLUE or BLACK Ink f -----------------— — C/a For Office Use j I Permit#: Cietyof Eapn �S,JL Permit Fee: � 3830 Pilot Knob Road Eagan MN 55122 i .. Date Received: Phone: (651)675-5675 I I Fax: (651))675-5694 G I I Staff: I JU' 0 6 2016 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: 4/22/2016 Site Address: Yankee Doodle/ Pilot Knob Rd. , Eagan, MN 55121 Spec Retail/ Building K X Tenant Name: Tenant is: New/ Existing) Suite#: r Tenant: N/A -- w ci3s'si�M a3icE CSM Corporation 612-395-7030 - G=aa Name: Phone: - - hin 500 W _•�:::___:::__;<:- '-x Address/Ci /Zi as gton Ave S. , Suite 3000, Minneapolis, MN 55415 ca S�a2se�'yyE'2e6�i�`�iP7i7i°,r.5�'?mi X licant is: Owner Contractor p -iS r:Ei�EEo2:iv}65z r�5 ='-�'z i E�E6`"ae $:ziEi^i±°.^;"f;xr:'sii::•'c Construction of new building within Central Park Commons Description of work: NON � Construction �9S a66 _ Construe t o Cost: - '2SSiEEe es� EE-::AWE:ux _ x�Exc§;n•s V x'« Eif'riiien^iiiS3SrdF ii=:u.iia:c-e-c<ie���ce�. - Name: License#: Address: � �6H J S, City: M N� State: M Zi p: � Phone: ( S 7 / l - Z7 a n Co tact: - Email: - a Robert Lucius, R P Ar chitects 14066 N me: S Registration#: _ r - _ :::::F::::3x:::::_:::• Address: City: P 0 Marshall Street NE Minneapolis _ MN 612-677-7100 4 55 13 -- State: Zi _ = p: Phone: _ - - Contact Person: Rober t Lucius Email: A N R L Z � N C� Licensed plumber installing new sewer/water service: Phone#: ......«....r...........«..:az,o-a_:.,•^ ..'fie • ..... �.«. • «.......... u.«. ,.... «... ..»..s—....:..«. ..:......«..«..«.,., .«_..:r.-v,«.............F.s .»,......x..._.a. ._,._.....:er. .`fi.......,«..:..»..«...««.«_..«,»,««:...«.. .«,.._.,««« ,.._.z:...�-;re•:..zw•:: - ....«•a,... .. .. . .. ... ,x.... ,,: «. «»._...............e_x.?..:v:-:•#;?'.�.:'.:ix?.:3r.-.:s:•xa:: •;::::»�...;..n.;;::-.,:;;'�:' °t:i'q�':• ;,�..« _.._ .,....«.z.......,.. � .._. ..«...s.....yr..:;e.®.«.;... ..«........ ...z.,». ,_..... �i::: ..axn,»., »z.. •-:vr,::xr ..«....rx:rttr••::sx::a:s::;:�:„r....«....«,..« .«.:::::.,»•s.:^_....,..»....»....•e,•x:mm.s::^u .».,s...r..... ... .. ,. y «,..««......,_.a.......................:Mtt- a CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit;that the work will bed'1 accordance with the approved plan in the case of w rk which requires a review and approval of plans. X x r1lX"(,Vti A li ant's rin d me Appl cant's Signature •• Page 1 of 3 3c� � DO NOT WRITE BEL�C)W THIS LINE SUB TYPES Foundation _ Public Facility _ Exterior Alteration-Apartments X Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New _ Interior Improvement Siding _ Demolish Building* Addition _ Exterior Improvement Reroof _ Demolish Interior Alteration _ Repair Windows _ Demolish Foundation _ Replace _ Water Damage Fire Repair _ Retaining Wall Salon Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation "�q$,aoo Occupancy A°Z 1'h MCES System Plan Review ✓ Code Edition Lo 15' MdG SAC Units z (25%_100 01.X_) Zoning 'Pp City Water ✓ Census Code Stories 1 Booster Pump #of Units Square Feet '2 Ce S PRV T #of Buildings / Length Fire Sprinklers Type of Construction --ZrB Width REQUIRED INSPECTIONS Footings(New Building) x Sheetrock Footings(Deck) X Final/C.O.Required Footings(Addition) Find/No C.O. Required X Foundation Other: plLf�- StdFf fAl G Drain Tile Pool: Footings _Air/Gas Tests _Fin I Roof:_Decking _Insulation _Ice&Water _Final Siding:_Stucco Lath ✓Stone Lath rick �( Framing Windows Fireplace:_Rough In _Air Test _Final Retaining Wall �( Insulation _ Erosion Control Meter Size: Concrete Entrance Apron Final C/O Inspectio edule Fire Marshal to be present:_ Yes No Reviewed By: , Building Inspector Reviewed By: JPA" 'b- , Planning COMMERCIAL FEES Base Fee 7 Storm Sewer Trunk Surcharge 797 s°. Sewer Trunk Plan Review ?Z as Water Trunk MCES SAC �970 Street Lateral City SAC ZZO Street S&W Permit&Surcharge 1Z 9 Water Lateral Treatment Plant 1725 Other: �a..G�sCa,� 1�CtcOw 7,SOO Treatment Plant(irrigation) Park Dedication Y786 Trail Dedication Water Quality TOTAL: Z 74 3Sg Page 2 of 3 MC.ES USE:Letter Reference: 160420A9 Address ID:704368 Payment ID:392461 Date of Determination:04/20/16 Determination Expiration:04/20/18 , Greetings! Please see the determination below. Project Name: Central Park Commons Building K Project Address: Yankee Doddle/Pilot knob Road Suite#/Campus: Central Park Commons City Name: Eagan Special Notes: The Council understands this building has speculative retail. At the time the finishing permits are issued, if the use changes from its speculative use to a different use,the SAC assignment needs to be reviewed based on that change. Charge Calculation: Retail (speculative): 6749 sq.ft. @ 3000 sq.ft./SAC=2.25 Total Charge: 2.25 or 2 Credit Calculation: none Total Credit: none Net SAC: 2 -or- 2 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size,a redetermination will need to be made. If you have any questions email me at: cory.mccullough @metc.state.mn.us. Thank you, Cory McCullough SAC Program Technical Specialist Please visit our SAC website by going to: http://www.metrocouncil.org/Wastewater-Water/Funding-Finance/Rates-Charges/Sewer-Availability-Charge.aspx Street 390 Robert r Phone • • 91.0904 metrocouncil.org, METROPOLITAN C 0 U N 0 1 L {k g IIII!, M `. rt a � M 2 x M S 4 y__ r m z F 3 a t s► 1 7!P . IN IT IJ Tog � )g y di p i sF'2 r � I City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Ck&fX frs Use BLUE or BLACK Ink For Office Use j/�� Permit #: ��o 3 Permit Fee: S I Date Received: Staff: 20161FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION. Date: i ^c (o IL Site Address: 3S2C (1J 004- 1-1,11,45e. �r Tenant: 93L) I I S/ I< J Suite #: Name: Phone: Address / City / Zip: Applicant is: Owner Contractor Description of work: te-�' ON 11 Yrt?VeC��o.e oc- S\ell CC\o 1 Spac.0 Construction Cost: , -S Estimated Completion Date: I ' q Name: r.— c c Pr( ( Pt -0 t -P C Address: -'.2CZ Ce r" rLllIc rG License #: C —O City: /-;/-?It {" State: M A) Zip: TS -in Phone: (.051 -77/ - " ' 7G/ Contact: .`33 r\ \ket) Email: �15�+� � `�� / C re. , CO ✓ ' FIRE PERMIT TYPE _prinkler System (# of head49S ) Fire Pump Other: Standpipe WORK TYPE New _ Addition Alterations Remodel Other: DESCRIPTION OF WORK: Commercial _ Residential _ Educational FEES $60.00 Permit Fee Minimum Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge $100.00 Residential New (includes State Surcharge) Contract Value $ " x .01 =$ _$ L O( _$ 15.31 Permit Fee Surcharge TOTAL FEE 3/4" Fire Meter - $280.00 = $ "365, 3 Fire Meter TOTAL FEE **Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x 05 \rN- 1 J r»jLr� Applicant's Printed Nam • pplicant's ature -3g:o Citi of Iaoaii 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 P/a4 e L `rl hs C.i< RECEIVED AO 0 y 2016 Use BLUE or BLACK Ink For Office Use Permit #: 13G-11 Permit. Fee: r!) / gn� Date Received: 0 i�j 40 Staff: 2016 COMMERCIAL PLUMBING PERMIT APPLICATION El Please submit two (2) sets of plans with all commercial applications. Date: 8/8/2016 Site Address; CENTRAL PARK COMMONS DRIVE Tenant: BUILDING K Suite #: U t. Property Owner Phone: Name VOSS UTILITY & PLUMBING License #: PC000306 COritra 0 Address: PO BOX 240 City p HANOVER State: MN zip: 55341 763-497-4577 VOSSUP COMCAST.NET Phone: El�nail, NewReplacement Repair Rebuild Modify Space Work in R.©.W Typ €irk Description of work: PLUMBING FOR SHELL BUILDING COMMERCIAL ✓ New Construct! n Modify Space Irrigation System ( yes i no) ( . RPZ / _.__. PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed •rior to ickin. u• ureter. Domestic: Size & Type Avg. GPM High demand devices? Yes COMMERCIAL FEES $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit (includes State Surcharge) 1 Fire: 1 Flushometers Yes No Contract Value $ 27,200.00 x .01 $ 272.00 $ 13.60 Surcharge = Contract Value x $0.0005 = $ 285.60 If the project valuation is over $1 million, please call for Surcharge Following fees apply when installing a new lawn irrigation system ntact the City's Engineering Department, (651) 675-5646. for required fee amounts. Permit Fee Surcharge TOTAL FEE Water Permit $ Treatment Plant $ Water Supply & Storage State Surcharge TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate: that the work will he in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, arid work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x STEVEN VOSS Applicant's Printed Name FOR OFFICE USE Required inspection •tinder rc urtd Rctugh It Air "est Gas Test v F n PRV R Meter Related Items: Metef Sia Radio Read Maftt meter St x Applicant's Signature ) Page 1 of 3 To: Building Inspections Page 5 of 5 City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 2016-09-23 18:40:01 (GMT) From: Seth Stiebinger (1,0,0‘ ec(1' 14o Use BLUE or BLACK Ink For Office Use Permit #: 13' Permit Fee: Loc):Sq Date Received: q Staff; L 2016 COMMERCIAL FIRE ALARM PERMIT APPLICATION 9/19/2016 3325 Central Park C trio e €Drive Building K Date: Site Address: Tenant: 1 Suite #: Name: CSM Corporation Phone: Address / City /Zip. 500 Washington Ave S Suite 3000 Applicant is: Owner Contractor Description of work: Fire alarm on shell of building Construction Cost: 1081.00 Estimated Completion Date: Name: Wellington Security Systems License#: TS00657 Address: 5555 West 78th Streetcity. Edina State: MN Zip: 55439 Phone: 612.822.4094 Contact: Lucia Palmer Email: Ipalmer@wellingtonsecurity.com New Addition Alterations DESCRIPTION OF WORK: 1 Commercial Residential Educational FEES I $60.00 Permit Fee Minimum Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge Contract Value $ 1081 x .01 =$60 =$ .54 =$ 60.54 Permit Fee Surcharge" TOTAL FEE **Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. )(Lucia Palmer Applicant's Printed Name D gitey signed by Luaa Palmer DN: an -Cutis Paimer, o-Neilinglan Se:u* Lucia PalmersY.sama, cu, cmak. nlmerawelknglmsecurilymro, c=VS X Data: 2010.39.191204:24AVEC/ Applicant's Signature Use BLUE or BLACK Ink For Office Use � 0/g4 � /� �1 Permit#: / / tr'/g7 City of Eap ;, - 3830 Pilot Knob Road (��+ Permit Fee: . 6-7. 60 Eagan MN 55122 C'' t •. . .r. _ _/� Phone: (651)675-5675 Date Received: '� Fax:(651)675-5694 NOV Z 1 2016 Staff: J 2016 MECHANICAL PERMIT APPLICATION J27 3s ❑ Please submit two(2)sets of plans with all commercial applications. Date: /( 3-46 Site Address' CENTRAL PARK VILLAGE DR Tenant: CPC BUILDING K .mss', Suite#: Name: Phone: Resident/Owner' Address/City/Zip: Name: MODERN HEATING &AIR CONDITIONING License#: N/A Contractor Address: 2318 FIRST ST NE City: MINNEAPOLIS State: MN Zip: 55418 Phone: 612-781-3358 Contact: JIM TURPIN Email: JTURPIN@a MODERNHTG.COM New Replacement Additional Alteration Demolition Type of Work Description of work: - NOTE:Roof mounted and ground mounted mechanical equipment is required to be screened byCity Code. Please contact the Mechanical Inspector for information on permitted screening methods. RESIDENTIAL COMMERCIAL Furnace New Construction Interior Improvement -Air Conditioner Install Piping ProcessedeIt Type Air Exchanger ( Gas Exterior HVAC Unit Heat Pump Under/Above ground Tank (_Install/ Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit, includes State Surcharge $100.00 Residential New, includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES Contract Value$35,000.00 x.01 $60.00 Permit Fee Minimum 350.00 $70.00 Underground tank installation/removal =$ Permit Fee _$ 17.50 Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ 367.50 TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x JIM TURPIN , :� Applicant's Printed Namepp icant's' FOR OFFICE USE z p J Required Inspections: Reviewed Br' 2 Dater 1 1 1 Underground d Rough In Air Test Service Test In-floor Heat Final , HVAC Screening C � Use BLUE or BLACK Ink RECEIVED For Office Use Q �lq02 City ,�j Q��- Permit#: ` � �4y of i4ali y'J DEC 1 5 2016 Permit Fee: c:711 7 a'I 3830 Pilot Knob Road Eagan MN 55122 Date Received: /'7 Phone:(651)675-5675 Fax:(651)675-5694 • Staff: r/� 2016 COMMERCIAL PLUMBING PERMIT APPLICATION pc.l Please submit two(2)sets of plans with all commercial applications. Date: Site Address: 3325 Central Park Village Drive Tenant: Orange Theory Fitness Suite#: 120 Property Owner Name: Phone: Name: B&D Plumbing,Heating and A.C. License#: 59287 Contractor Address: 4145 MacKenzie Crt NE City: St. Michael State: MN Zip: 55376 Phone: (763)497-2290 Email: jbarbeln@bdplumbers.com Type of Work —New _Replacement —Repair —Rebuild if Modify Space —Work in R.O.W. Description of work: Tennant buildout. Two restrooms,two shower rooms, DF and Mop Sink COMMERCIAL New Construction x Modify Space Irrigation System( yes/_no)( RPZ/_PVB) • Rain sensors required on irrigation systems Permit Type • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 Avg.GPM High demand devices?_Yes No Flushometers_Yes 4No COMMERCIAL FEES Contract Value$23,573.00 x.01 $60.00 Permit Fee Minimum 235.73 $60.00 PVB/RPZ Permit(includes State Surcharge) _$ Permit Fee $ 11.79 Surcharge Surcharge=Contract Value x$0.0005 247.52 If the project valuation is over$1 million,please call for Surcharge =$ TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge _$ 247.52 TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. \ I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. xJoe Barbeln Applicant's Printed Name App ant's Signature FOR OFFICE USE Approved By: 4(� pate:I*"' 1q r 4 Required Inspections: y Under Ground tough-In Yikir Test _Gas Test 4Finat PRV Required: Yes No Meter Related Items: Meter Size Radio Read Manometer Stet Page 1 of 3 Use BLUE or BLACK Ink I1a For Office Use -0 Ha `;11 L I I :::::ee CIS of Ea al : "7i 6� , I 3830 Pilot Knob Road Eagan MN 55122 Phone: (651)675-5675 Date Received: Y-/vi--) Fax: (651)675-5694 j Staff: I I 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: 11/22/16 Site Address: 3325 Central Park Village Drive Tenant Name: Orangetheory Fitness (Tenant is: X New/ Existing) Suite#: 120 x17: z Former Tenant: n/a ' �` °' s Name: MM Fitness LLC Phone: 612-414-0040 ��e�� Aaaress/city/zip: 4501 Garfield Ave., Minneapolis, MN 55419 f e'eceeeeetem,eere,,seieleee'e,---, � Applicant is: Owner Contractor 0 s 1V* 411 : Description of work: Interior tenant improvement ��17tt' " $330 000 ,' ;a Construction Cost: �--„,,,,,„,„,„,,,..„„„„,,,„1.,„,„„,,,,,,,,,,,,,,,,,,,,,,,rt Name: TDB LLC License#: BC441099 i 4 , `�� u, Address: 4455 White Bear Parkway pity. White Bear Lake , l iA � f � MN Zip: 55110 r ,g State: Phone: 651-982-9042 eEut ' rr Eric Wuotila x3Email: eric@tdbbuilders.co.m Contact:x w riir "!* Zghtr- � Mohagen Hansen 180.7. 4i z W Name: Registration#: 1000 Twelve Oaks Center Dr. Wayzata g3' i -d k �i 4 A�11�tec E gi 'fi°` Address: City: State: MN Zip: 55391 Phone: 952-426-7400 � S t� � � � P� - a Bob Bailey bbailey@mohagenhansen.com Contact Person: Email: rs ' _,. r .. Phone• e#: (763) 49=7.-.2290sed plumber installing new sewer/water service: B 8c D Plumbing ffLicenffi �� " ln� / ; a oO tlsupo g ocm tsa toVSet areco rt P€ is a �� �' y, oblo ou roW cibo 'thel oars g ®e� fl lgAti ali' - ,Y• do $l , IY x ' J e " . .F N tt., F r , Tv ,,`t, O. k_, :-.;- ' s €`..: CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gooherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a re ' oval of plans. x Eric Wuotila XC-- - Applicants Printed Name Applicants Signature Page 1 of 3 ` i .- 2.,_ -_,-; ul 1>4Iii7k, 3' // 1 DO NOT WRITE BELOW THIS LINE D-eZ SUB TYPES _ Foundation _ Public Facility _ Exterior Alteration-Apartments _✓Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES _ New _✓ Interior Improvement Siding — Demolish Building* _ Addition _ Exterior Improvement Reroof Demolish Interior Alteration _ Repair Windows _ Demolish Foundation Replace _ Water Damage _ Fire Repair _ Retaining Wall Salon Owner Change *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation 3301000 v Occupancy AS-6 MCES System / Plan Review ✓ Code Edition ZO/S IgG SAC Units //L`70-. (25%_100% f Zoning City Water / Census Code Stories / Booster Pump #of Units 0 Square Feet 270 3 PRV #of Buildings / Length GO ' Fire Sprinklers / Type of Construction "21%6 Width ,C2.-' REQUIRED INSPECTIONS Footings(New Building) ✓±/ Final/C.O.Required — Footings(Deck) Final/No C.O.Required Footings(Addition) Other: Foundation Foundation Before Backfill Pool:_Footings _Air/Gas Tests Final Drain Tile Siding:_Stucco Lath _Stone Lath _Brick_EFIS Roof:_Decking Insulation _Ice&Water _Final Retaining Wall / Framing 30 Minutes 1 Hour Erosion Control Fireplace:_Rough In Air Test _Final Concrete Entrance Apron Insulation /Meter Size: Sheetrock V Electronic Plans Required Windows Final CIO Inspection: Schedule Fire Marshal to be present: ✓ Yes No Reviewed By: e4,1-/4 , Building Inspector Reviewed By: r-�' :'=. , Planning COMMERCIAL FEES // Water Quality Base Fee 2,454.75' Storm Sewer Trunk Surcharge J(* S •oa Sewer Trunk Plan Review /,s93• $? Water Trunk MCES SAC 2/4/85. a-t' Street Lateral City SAC 1U' •a-1) Street S&W Permit&Surcharge Water Lateral Treatment Plant c362•" Other: Treatment Plant(Irrigation) Park Dedication Trail Dedication TOTAL: 7/ 60.14 Page 2 of 3 MCES USE:Letter Reference: 161205B2 Address ID:704368 Payment ID:397727 i/, )��\� Date of Determination: 12/05/16 Determination Expiration: 12/05/18 Greetings! Please see the determination below. Project Name: Orange Theory Fitness Project Address: 3325 Central Park Village Drive Suite#/Campus: 120/Central Park Commons City Name: Eagan Applicant: Eric Wuotila,TDB Builders Special Notes: None Charge Calculation: Fitness w/1-4 showers: 1637sq.ft. @ 1030 sq.ft./SAC= 1.59 Retail: 254 sq.ft. @ 3000 sq.ft./SAC=0.08 Total Charge: 1.67 Credit Calculation: Central Park Commons(SAC 07/16): 2627 sq.ft. @ 3000 sq.ft./SAC=0.88 Total Credit: 0.88 Net SAC: 0.79 —or— 1 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size,a redetermination will need to be made. If you have any questions email me at: karon.cappaert@metc.state.mn.us. Thank you, Karon Cappaert Administrative Specialist Please visit our SAC website by going to: http://www.metrocouncil.org/SACprogram 390 Robert Street North St. Paul, MN 55101 1805 Phone 651.602 1000 Fax 651.602.1550 j I I Y 651 291 0904 I metrocouncil.org METROPOLITAN Fn Equal Onponun4i E,iplayer C O U N C I L Use BLUE or BLACK Ink For Office Use Ea RECEIVED Permit#: C�I(C �S 3830 Pi*". lot Knob Road all FEB 8 Z01, _s- Permit Fee: S t Eagan MN 55122 �J Phone:(651)675-5675 CCCd Date Received: o�-R'1 / Fax:(651)675-5694 () 6 n, �.f° Staff: J 2017 MECHANICAL PERMIT APPLICATION --ft-144 El Please submit two(2)sets of plans with all commercial applications. -11,,r7 Date: 08 F 2)411 Site Address: J ' / ��3�� Cen�r�l Park-, t/�'II c��� !Or��e ifl Tenant 6 TF Or'�wt e �f�t7►r vj �i t s� Suite#: /2-b J E Name: s#�t�n'e Phone: i Address/City/Zip: 11111415::::"E',441410114'14111Name: /� / `7 //C�GH i License#: Address: ?2-J ��W�1^ , 111111,1,i1„ 1,611„:10411,011111.,iirt,' •P1rl V cocrienOloNvonotatium City: � I wt State: /PA) Zip: ' 631-16 Phone: 76 ' yT —4Y9/ � � : Contact: 7 ./\ S _/ arnit., Email: ✓i S cs g fite-CPta. kil C4 • e'd$41� t aR i V New Replacement Additional Alteration Demolition S+� h0054 li14 a iartmletNlmilimigai /uWotsf Description of work: TA S3. 11 ( ) PIZ-V 4. 09Y rn Tye of r � tisrequred �oyNOTRoof g dand � � �I ng metlle S. t M � El � ar tl � 1ans BCtQ € + it1 e 0 RESIDENTIAL COMMERCIAL vit _Furnace / New Construction Interior Improvement Air Conditioner _Install Piping Processedr \ � �� Air Exchanger Gas Exterior HVAC Unit Heat Pump Under/Aboveground Tank g (_Install/_Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit, includes State Surcharge $100.00 Residential New, includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES Contract Value$ �f, o+ v x.01 $60.00 Permit Fee Minimum $75.00 Underground tank installation/removal, includes State Surcharge =$ 2G: 2 . tpO Permit Fee 3 Surcharge=Contract Value x$0.0005 =$ / ' Surcharge If the project valuation is over$1 million,please call for Surcharge =$ ` 7 73 TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. '-----,----.43(.\ _(.2...._ x 1—retvI S e Applicants Printed N me a t d eq' �e; � ti� Use BLUE or BLACK Ink Q,LU� d 1 �° For Office Use ' I '0-— Y` Permit#: / /5 City Eag„all EB 1 4 itv Permit Fee: `WC) 3830 Pilot Knob Road Eagan MN 55122 Date Received: c"/T//—/,7 Phone: (651)675-5675 Fax: (651)675-5694 7 Staff: J 2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 2/13/2017 Site Address: 3325 Central Park Village Drive Tenant: ORANGE THEORY FITNESS Suite#: I ii Name: Phone: I Property Owner Address/City/Zip:) ' fr Applicant is: Owner Contractor i , _ r T e Of Work Description of work: Tenant Buildout from shell retail Yp 3800.00 3/2/17 1 I t Construction Cost: Estimated Completion Date: t Esca e Fire Protection C-086 Name: p License#: a I 3000 Centerville Rd Little Canada t Contractor Address: City: I M N 55117 651-771-8874 i h State.. Zip: Phone: Justin Mer en ustin esca efire.com Contact• Mergen Email: p FIRE PERMIT TYPE WORK TYPE t dr i i ' Sprinkler System (#of heads) t _New ^Addition a —Fire Pump —Standpipe 1 Alterations —Remodel i Other: 1 Other: 1 DESCRIPTION OF WORK , Commercial Residential Educational I FEES $60.00 Permit Fee Minimum Contract Value$3800 x.01 I Surcharge= Contract Value x$0.0005 = $ 60.00 Permit Fee f. If the project valuation is over$1 million, please call for Surchargei t = $ 1 .9 Surcharge $100.00 Residential New (includes State Surcharge) _ $ ( I '1O TOTAL FEE 3/4" Fire Meter-$290.00 $ n/aFire Meter F = _$61.90 TOTAL FEE **Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit, but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name * •plican '-signature „,,-- FOR OFFICE USE I REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In 0 Trip Pump Test Central Station Final 1 4 r Conditions of Issuance: 1 Permit Reviewed by:s moi'"'" Date: a a�, 1 I s w Use BLUE or BLACK Ink 61 For Office Use h��� Lily City of Eaafl Permit#: //, �� OA,� i Permit Fee. /I 16 3830 Pilot Knob Road > --J7 Eagan MN 55122 RECEIVED Date Received: a f /j Phone: (651)675-5675 Fax: (651)675-5694 Staff: t1 JAN2 52017 2017 COMMERCIAL BUILDING PERMIT APPLICATION 3325 Central Park Village Drive, Eagan, MN 55121 Date: 01.18.2017 Site Address: XTenant Name: Comcast i"i�r ..�,,� (Tenant is: X New/ Existing) Suite#:_!L__ Former Tenant: Comcast 651-493-5899 Name: Phone: , Property Owner Address/city/zip: 10 River Park Plaza St. Paul, MN 55107 ,. , , Applicant is: Owner Contractor = Interior Alterations r . Description of work: Type of work a, r 100fib~ C Construction Cost: / „, RJ Marco Construction Inc. , Name: License# Address: 75 W. Viking Drive#104 City. Little Canada Contractor t State: M N Zip: 55117 Phone: 651-484-5635 x Ryan Politz ryan@r'marco.comContact: Email: Name: Larry Armstrong Registration#: 46415 `' 10 Edelman Drive Irvine "-%011 Address: City: ArchitectlEngmeer =` a `� ` State: CA Zip: 92618 Phone: (949) 660-9128 Contact Person: Stacey Paul Email: spaul@waremalcomb.com Licensed plumber installing new sewer/water service: Phone#: '"NOTE Plans and supporting locuments that u submit are cons d re xto a public nfor► atron o ons of the information maybe classified as non-public if youprovidespeck asons ati r ` • pe e City o conclude hat,the care e ecre H ,..k.,-19 ;;�; ; r CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Ryan Politz x Applicant's Printed Name Ap I' ant's Signat re Page 1 of 3 ��� L 1 �j�f}� y O O W IT BELOW THIS LINE /q1/ 7 SUB TYPES /Foundation _ Public Facility _ Exterior Alteration—Apartments ✓ Commercial I Industrial _ Accessory Building _ Exterior Alteration—Commercial Apartments _ Greenhouse/Tent _ Exterior Alteration—Public Facility Miscellaneous Antennae WORK TYPES / New v Interior Improvement Siding _ Demolish Building* Addition _ Exterior Improvement Reroof _ Demolish Interior Alteration Repair Windows Demolish Foundation Replace _ Water Damage Fire Repair _ Retaining Wall Salon Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION / Valuation /DD/"el• a-✓ Occupancy I4/ B MCES System �/ Plan Review .../ Code Edition -LO/S-MBG SAC Units L (25%_100% f Zoning I'D City Water Census Code Stories I Booster Pump #of Units Square Feet 3/7 It PRV #of Buildings / Length Fire Sprinklers Type of Construction •B Width REQUIRED INSPECTIONS Footings(New Building) ✓ Final I C.O. Required Footings(Deck) Final I No C.O. Required Footings(Addition) ✓ Other: AIM S70YPi i( Foundation Foundation Before Backfill Pool:_Footings Air/Gas Tests Final Drain Tile Siding:_Stucco Lath _Stone Lath _Brick EFIS Roof:_Decking _Insulation _Ice&Water Final Retaining Wall V Framing 30 Minutes 1 Hour Erosion Control Fireplace: Rough In _Air Test Final Concrete Entrance Apron Insulation / Meter Size: Sheetrock V Electronic Plans Required Windows Final CIO Inspection: Sc / ule Fire Marshal to be present: /Yes No Reviewed By: �" , Planning New Business to Eagan: V,ee-, • Reviewed By: G /G , Building Inspector FEES Water Quality Base Fee /0 Ct.• 75' Storm Sewer Trunk Surcharge 5-0• a.o Sewer Trunk Plan Review G 8 G. /5/ Water Trunk MCES SAC Street Lateral City SAC Street S&W Permit&Surcharge Water Lateral Treatment Plant Other: Treatment Plant(Irrigation) Park Dedication Trail Dedication TOTAL: 1793. LI/ Page 2 of 3 r MCES USE:Letter Reference: 170201A8 Address ID:704368 Payment ID:399032 l(--/ // 7, Date of Determination:02/01/17 Determination Expiration:02/01/19 Greetings! Please see the determination below. Project Name: Xfinity Eagan Project Address: 3325 Central Park Village Drive Suite#/Campus: N/A City Name: Eagan Applicant: Ryan Politz/Jim Lee, RJ Marco Construction Inc. Special Notes: None Charge Calculation: Office: 202 sq.ft. @ 2400 sq.ft./SAC=0.08 Warehouse/Stock: 537 sq.ft. @ 7000 sq.ft./SAC=0.08 Retail: 2804 sq.ft. @ 3000 sq.ft./SAC=0.93 Total Charge: 1.09 Credit Calculation: Central Park Commons (SAC 07/16)-Building K Retail: 4185 sq.ft. @ 3000 sq.ft./SAC= 1.40 Total Credit: 1.40 Net SAC: -0.31 —or— 0 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size,a redetermination will need to be made. If you have any questions email me at:cory.mccullough@metc.state.mn.us. Thank you, Cory McCullough SAC Technician Please visit our SAC website by going to: http://www.metrocouncil.org/SACprogram 3(40 Robert Street North ! St. Paul. 1 01 1$Q5 Phone 651.b'1) 1000 I Fax 651.60 .1550 I .11b 1,51.'1)1 H C I METROPOLITAN C 7.1 U LC`Icc --- Use BLUE or BLACK Ink _xi .7 ` / For Office Use i.A1 I4/ E C Ic ///2 7 A l Permit#: i'/ City of Eapli Permit Fee: //6-- 3830 Pilot Knob Road RECEIVEDI Eagan MN 55122 Date Received: - /al---- I7 /-/ Phone:(651)675-5675 Fax:(651)675-5694 FEB 1 7 2017 Staff: I 2017 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit In ,-.) two(2)sets of plans with all commercial applications. Date: (6 lSite Address: 0 ") &k `�Ci.A. Vl l 1C! r-..-- Tenant: X-f'i VII Suite /cc✓ t4a--i� M j,, dr , \� a,' £1 ' is I'l t aintne �hr�= ;' Name: Phone: t1-4,:t10';, Name: &")CX ro f Yler'i yf W.i ci.,([[-ill-rad-a&fJ tc��1 i se#: ;L `C6 3 C �� tt?C � * C� : Address: I q 15 .S.21-10- ( City: '1c}4_ State4l/LAJ Zip:t��l am. 'iii ' Phone: IGS I'--Tg`�1 1 t v d� ' Email: �� � �i r 1111 _ � 1� � _4 - v11 _New _Replacement _Repair _Rebuild _Modify Space _Work in R.O.W. JY e wc � , �kH� Description of work: 4 13 ,Ke.,,' COMMERCIAL New Construction Modify Jpace Irrigation System( yes/_no)( RPZ/_PVB) • Rain sensors required on irrigation systems Permit T p ' • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) '.� w f11:1 r Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. 0 - k wfe Domestic:Size&Type Fire: 1 4; , Avg.GPM High demand devices? Yes_No Flushometers Yes No COMMERCIAL FEESContract Value$ I1 t C. ,-OV x.01 $60.00 Permit Fee Minimum �'i $60.00 PVB/RPZ Permit(includes State Surcharge) _$ /L1 Permit Fee _$ (--� ' C.) Surcharge Surcharge=Contract Value x$0.0005 // J If the project valuation is over$1 million,please call for Surcharge =$ ` 6. F �- TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge =$ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. \ I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x IDIALI IQc4 5C.-he-Ir- x ---�..----e_ra-- -t Applicant's Printed Name Applicants Signature 6 Y . ,ir o yo ISy Bt ',"" -,,,,,,,,,,41% ' a1 . '� °,,`c ave V..0rtV AIM sh +,t 3L A F 'CSE ,, , 1r a , ''t' S ' rIO }FFII � 'yAppro�dI Ev ,,A,,;;;;1,1,';,, "vri„ ( y Y I_ e ' - * 'hkbs "` ! Fiva Recu , ins ons n a rount »ugh ;it " ` _ yNo �F Yg �M "' r !� S N ' 1,14411140 - w` 1� ' : , . ;ela eI I 1 4.4:: jd ? ` di RaaM Q• ia Page 1 of 3 Use BLUE or BLACK Ink `-3 , \ \V < ( 1 j For Office Use re j, �� Permit#: "t Cityof Permit Fee: / 0 3830 Pilot Knob Road ? Eagan MN 55122 Date Received: ' .3 3-•1/ 7 Phone: (651)675-5675 MAR 32017 Fax: (651) 675-5694 Staff: ---J 2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: ' 07 Site Address: ' 5 Cs,_t r-kfZ,A (-.A.,--K 0. ii ai t dr Tenant: X' .'f-\i Suite#: Name: Phone: t I tProperty Owner Address l City/Zip: I Applicant is: Owner Contractor l I Type of Work 1 Description of work: .e r�t..a�4 `t'I c_- C ') ca-c• 1 2- dCompletion Dato _ x I Name: 15'`�Cc9 )'tsr( ei' ((.`��C� l� --() ` Contractor I Address: : C Cc r��*rt. , !I f i d City: L'. }l t Com-C , I State: r � Zip: 5 )(� Phone: C.a )_ 7-)1 -3621-/ j Contact -II`IY\ c(41.„,1-\ Email ,j Sec GCS t FIRE PERMIT TYPE WORK TYPE Sprinkler System (#of heads-/-) ) +,,New _Addition —Fire Pump ^Standpipe 3 Al Alterations Remodel T_ I Other: j Other: I DESCRIPTION OF WORK: A Commercial Residential _Educational FEES $60.00 Permit Fee Minimum Contract Value$ 337 S x .01 I Surcharge= Contract Value x$0.0005 =$ (QC),''-- Permit Fee F If the project valuation is over$1 million, please call for Surcharge = $ \ `co('1 `1 Surcharge I $100.00 Residential New (includes State Surcharge) _ $ 69 r .(p9TOTAL FEE 3/4° Fire Meter-$290.00 �� �,�..,�.,�,..�,•���.,,�,� �..,.,o�,,,..•�,� �a��,..n, ..��.=��$�.�..,���A ,�,.u.,�,a � d.� Fire Meter f =$ (01 0q TOTAL FEE "*Requirements. 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit, but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Nam ' j: i ant' ignature - • s.✓a -m. 0*..a 000 0 aka :wew.�.::w.v ;a:. .v_ .,.�._.,,.,.. .vacee FOR OFFICE USE d g I f REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test V Rough In Trip Pump Test Central Stationy Final 1 Conditions of Issuance: s Permit Reviewed by: ..,;-',("---'e---' l Date: f (1 D � Use BLUE or BLACK Ink /�� .(.) („0-i\i'i) LiO,/..../1 For Office Uge �: id. City of Eaton 3 Permit#: IL//g,-7 � /�,3.' —I- /Pilot Knob Road ` Permit Fee: C!/�" �� Eagan MN 55122 )'' Phone:(651)675-5675 MAR 1 7 2017 Date Received: 3 z 7 (! Fax:(651)675-5694 I Staff: i 3J 2017 MECHANICAL PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. 1 Date: 3/22-/17 Site Address: 3325 ccw4'ru-( awk.- 01 t ,c. Cgi.S IK-) Si./1 (4e./00 Tenant: - f iv rt C4 v'e_ Suite#: 1 Name: Phone: Resident/Owner I " Address/City/Zip: Name: CGkrro.i✓"G Hcw-4ri.j / .4-G- License#: Address: 7yoL (,Jere±/#/• �h /4th .Co City: ta/e&t Ppcyv. Contractor i State: /1-1et.) Zip: SS1N`/ Phone: -) iY/- /0,?,y Contact: /4N#4,/ f t.f#?--, Email: Kcc.L// 4' e CCaii re- . ed New Replacement Additional Alteration Demolition Type of Work Description of work: Dj,4A,ie,c- , Da 14_ ..,.t., NOTE:Roof mounted-and ground mounted mechanical eiq ipment is required,t�be screened beity Code. Please contact the Mechanical Inspector for information on permitted screening meths. RESIDENTIAL COMMERCIAL Furnace New Construction X Interior Improvement Permit TypeAir Conditioner Install Piping Processed Air Exchanger _Gas —Exterior HVAC Unit Heat Pump Under/Above ground Tank ( ,Install/ Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge $100.00 Residential New, includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES Contract Value$ Ai I x.01 $60.00 Permit Fee Minimum 1 $75.00 Underground tank installation/removal, includes State Surcharge =$ Permit Fee Surcharge=Contract Value x$0.0005 =$ Surcharge I If the project valuation is over$1 million,please call for Surcharge =$ TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x 1'�c'tily 5 vIA+(�-i—‘ Pe't x na/,,,,,,,,,,,,,ii./..------ Applicant's Printed Name Applicant's Si r FOR OFFICE USE , :: , ,, :„.:,,,,,::, ;''',''', - , NJ. , - ,,1,-,--i,q /4-) it Required inspections = Reviewed By: t Date: Underground'; Rough :" :;; Tei _.- Gas Service Test .. floor Heat , _ Final HVAC Screening Use BLUE or BLACK Ink For Office U-- [[{{ Eaau PermitCity V Permit Fee: "/ % 6 -0 (� 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone:(651)675-5675 Fax:(651)675-5694 Staff: J 2017 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all co��tercial applications. Date: 5-15-17 Site Address: Central Park Dr Tenant: Building K ��D- ,R Suite#: g Property Owner Name: Phone: Name: Voss Utility&Plumbing License#: PC000306 Contractor Address: PO Box 240 City: Hanover State: MN Zip: 55341 ) Phone: 763-497-4577t.,,,L Email: vossup@comcast.net s New Replacement _Repair _Rebuild _Modify Space Work in R.O.W. Type of Work — -- Description of work: COMMERCIAL X New Construction _Modify Space //r /„.",e___ if Irrigation System( yes/_no)( RPZ/ PVB) t--re- 1 _ TC 1 • Rain sensors required on irrigation systems 3''70.°0 Permit Type • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) 1 / ✓ Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. Domestic:Size&Type 1" Fire: 1 Avg.GPM High demand devices?_Yes_No Flushometers_Yes_No COMMERCIAL FEES Contract Value$ x.01 1 $60.00 Permit Fee Minimum =$ 60.00 Permit Fee d $60.00 PVB/RPZ Permit(includes State Surcharge) j =$ Surcharge Surcharge=Contract Value x$0.0005 s k If the project valuation is over$1 million, please call for Surcharge =$ TOTAL FEE Following fees apply when installing a new lawn irrigation system $65.00 Water Permit IContact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant 1 $ Water Supply&Storage I $ State Surcharge $ 495.00 TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. \ I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Steven Voss x Zpr% 1�. Applicant's Printed Name Applicant's Signature FOR OFFICE USE Approved . .y. Data: Required Inspections: Under Ground. Ro ugh In Air Test _tom,rest _Final PRY red ___.Yes—No Meter Related Items: Meter"Size , Radio em . , , , . , Page 1 of 3 Peggy Fleck From: Abby Decker Sent: Friday, May 12, 2017 1:40 PM To: Peggy Fleck; 'vossup@comcast.net; Brent Massmann Subject: FW: BFP Attachments: CPClrrigation Rev3.pdf; CPClrrigation Rev3.pdf Peggy, co Brent has approved the following ` � W Six 1" irrigation meters / 1/ ///� 7 For: 3325 /1// 77e4:/411/1.; r ' 3345 -igp7/t 1.509. L &0 e / 3340 "I4477 «y • di ! 6 3360feikir. 7� 3365 /y97/U/11ei • © Z3 f C -- 3380 Central Park Village Drive-14477/S- P� G� x �� �( 7O Size of meters • `- . Se Voss 763-497-45777 S f/C Meters will be housed: inside go /- -3009 W(�` /kilt/ C/64e1)%eot Please touch base with Steve Voss to confirm the permit and funds are in order. We have 1" meters in stock and e can come up and pick them up any time during office hours. M-F 07004530 Thanks Peggy! Abby From: Brent Massmann Sent: Friday, May 12, 2017 1:25 PM To:Abby Decker<adecker@cityofeagan.com> Subject: FW: BFP I spoke with the irrigation designer to confirm the flow rate requirements for the system. They will ne be getting 1 4" meters they will be issued 1" iPearl meters. They are in stock and can be picked up whenever they want. We will need to make sure we have them tagged for which building they belong to. Thanks, Brent Massmann City of Eagan-Utility Operations Supervisor 3419 Coachman Rd - Eagan, MN 55122 Office: 651-675-5217 Cell: 651-485-8915 bmassmannPcityofeagan.com From: Aaron Waller [maiito:awaller@rjryan.com] Sent: Thursday, May 11, 2017 2:31 PM To: Brent Massmann; James Hauth 1 n. r. 1,7Zip 7 401' City of EaQall ego # 15 TO: Jill Hutmacher, Community Development "Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections ,- Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson,Water Resources ry Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Mike Grannes Date: 6/16/16 Project Name: Building K CPC Sub Type,Work Type: Shell Building Address: 3325 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering& Finance Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters y t' 40 111' City of Eaafl Meso_._. # 15 TO: Jill Hutmacher,Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson,Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Mike Grannes Date: 6/16/16 Project Name: Building K CPC Sub Type,Work Type: Shell Building Address: 3325 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount El Yes ❑ No Landscape Security Required Zoning: El Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes El No Park Dedication El Yes ❑ No Trail Dedication ❑ Yes El No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering& Finance (7_ 44, J \4Josh Wilske W _ 2016.06.16 15:27:15-05'00' Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters Michael Grannes From: Josh Wilske Sent: Thursday,June 16, 2016 3:38 PM To: Michael Grannes Subject: RE: Emailing -Initial Plan Review Memo - 2016 Master.pdf Attachments: Initial Plan Review Memo - 2016 Master-jw.pdf See attached for signed form. Note as part of the planned development agreement,the building's electrical/mechanical room must be connected to the site conduit system with two 3" conduits .This would typically be shown on the electrical sheets, which are not included with our set. Josh From: Michael Grannes Sent:Thursday,June 16, 2016 11:14 To:Aaron Nelson<anelson@cityofeagan.com>; Darrin Bramwell<DBramwell@cityofeagan.com>; Dave Westermayer <DWestermayer@cityofeagan.com>; Eric Macbeth<EMacbeth@cityofeagan.com>; Gregg Hove <GHove@cityofeagan.com>; Gregg Thompson<GThompson@ cityofeagan.com>;Jared Flewellen <iflewellen@cityofeagan.com>;Jill Hutmacher<ihutmacher@cityofeagan.com>;Joe Gibbs<JGibbs@cityofeagan.com>; John Gorder<JGorder@cityofeagan.com>;Jon Eaton<JEaton@citvofeagan.com>;Josh Wilske <JWilske@cityofeagan.com>; Leon Weiland <LWeiland@cityofeagan.com>; Mike Fineran <MFineran@cityofeagan.com>; Mike Ridley<MRidley@cityofeagan.com>; Russ Matthys<RMatthys@cityofeagan.com>; Scott Peterson<SPeterson@cityofeagan.com> Subject: Emailing- Initial Plan Review Memo-2016 Master.pdf 1 401' City of Eaaall memo # 15 TO: Jill Hutmacher,Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson, Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Mike Grannes Date: 6/16/16 Project Name: Building K CPC Sub Type,Work Type: Shell Building Address: 3325 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Abe Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes 0 No Landscape Security Required Zoning: O Yes 0 No Water Quality Dedication Meter Size: ❑ Yes 0 No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes 0 No Tree Dedication O Yes 0 No PRV Required O Yes 0 No REF Reconciliation between Engineering&Finance Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters 41 ////fr City of Eaali M # 15 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson, Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Mike Grannes Date: 6/16/16 Project Name: Building K CPC Sub Type,Work Type: Shell Building Address: 3325 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes VI No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering & Finance Eric Macbeth °Ey saMa .0:b llcbeth afeaga==US 6/28/2016 Dale:.2016 06 28 12 39 37-05'00' Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters 4011* C City of EaQau HOMO # 15 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson, Water Resources Gregg Hove, Forestry Lt.Mike Fineran, Police FROM: Mike Grannes Date: 6/16/16 Project Name: Building K CPC Sub Type,Work Type: Shell Building Address: 3325 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: ,{ �t� .J 'e't-C� S L..�s`�( (N.) '= — A Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes 0 No Water Quality Dedication Meter Size: ❑ Yes 0 No Park Dedication ❑ Yes 0 No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes II No PRV Required la Yes ❑ No REF Reconciliation between Engineering &Finance Signatur Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters } • City of Etall. Melo # 15 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson,Water Resources Gregg Hove, Forestry Lt.Mike Fineran, Police FROM: Mike Grannes Date: 6/16/16 Project Name: Building K CPC Sub Type,Work Type: Shell Building Address: 3325 Central Park Village Drive The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Park Dedication due with building permit. Per development contract, provide 37.5% credit: 2016 park dedication rate is $912 per 1,000 sf building. 7,509 sf/ 1,000= 7.509*$912=$6,848-$2,568 (37.5% of 6,848)=$4,280 park dedic. due. Landscape escrow of$7,500 is for entire village, Bldgs. K-O&P2. Indicate below any fees that are to be collected with the building permit. Amount • Yes ❑ No Landscape Security Required $7,500 Zoning: PD ❑ Yes VI No Water Quality Dedication Meter Size: • Yes ❑ No Park Dedication $4,280 O Yes W No Trail Dedication O Yes W No Tree Dedication 0 Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering &Finance 74, 6, Signature Date / G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters t Pam Dudziak From: Pam Dudziak Sent: Friday,July 22, 2016 12:37 PM To: Natina James(Natina.James@rsparch.com); 'Johannson,John' Cc: Craig Novaczyk; Michael Grannes Subject: CPC Village—Bldgs K, N & M Attachments: SKM_C654e16072212410.pdf Hi John and Natina, I am finishing up my review of the Building Permit submittals for Bldgs. K, N & M, and have a few questions and comments. Natina, Bldg. N—On the Building Elevations (Sheet A401N), are the two types of stone labeled correctly?The labels and symbology don't seem to match, and the labeling doesn't match with what is shown on the Final PD Elevations. Specifically,what is labeled as STN-3 looks like the smooth stone, but the key identifies STN-3 as"split-face random ashlar."Similarly,the pattern that looks like the split face random ashlar is labeled as STN-2,which is"silver shadow veine 0815/ALISP—smooth 80 grit". Please double check this. Bldgs. N & M—Sheet A201 (I was reviewing for the RTU placement), please check the scale on these two plan sets. Both identify the scale as 1/16", but scale measures at 1/8". John, All three Buildings K, N & M will have Park Dedication associated with them which will be included in the fees charged at time of permit issuance, calculations based on the building square footage at 2016 rates and with the 37.5%credit. We did not include a landscape financial guarantee for the Village with the overall letter of credit obtained with the development contract at the time of the initial Final Subdivision. For this reason, I will be collecting one landscape escrow per City Code ($7,500)with one of the permits for the entire Village lot. I did not collect a landscape escrow with Bldgs. L, 0 and P2, so I will add it to the Bldg. K Permit. Is CSM doing the site work including landscaping for the Bank of America building(Bldg. P1)? If not,then I will collect a separate landscape escrow for Bldg. P1 when that Building Permit application comes in to hold Bank of America responsible for installation of the landscaping around that building. Thank you, Pain Pamela Dudziak I Planner I City of Eagan4401111'Oil of City Hall 13830 Pilot Knob Road I Eagan,MN 55122 1651-675-5691 1651-675-5694(Fax)I pdudziak@cityofeagan.com Ewell THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error,please contact the sender and delete the e-mail and its attachments from all computers. 1 Cityof Ea June 20`h 2016 RJ Ryan 1100 Mendota Heights Road Mendota Heights,MN 55120 Re: Building Shell K(Central Park Village) 3325 Central Park Village Drive Dear Mr.Waller; We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above referenced project. This review is not intended to be an exhaustive and comprehensive report and is limited to the plans that were supplied to the City of Eagan. Unless otherwise noted,all references are to the 2015 Minnesota Building Code(MSBC)which has adopted,with amendments,the 2012 International Building Code. It is our goal that this review will help you in complying with the applicable codes and we are,therefore,requesting that the following items be addressed: 1. Change the code page to properly reflect the plans were reviewed based on the 2015 Minnesota Fire Code (plans show 2007 Minnesota Fire Code). 2. Please indicate the listed wall types. 3. Based on the minimum occupancy classification you will need an additional accessible parking space up front.This space needs to be an accessible van space with the accessible aisle located on the passenger.side (per 2015 Minnesota Accessibility Code 502.4.1). 4. A"no parking"designation is needed for the access aisle.This can be achieved with a sign centered at a maximum of 96 inches from the head of the aisle located a minimum of 60 inches to a maximum of 65 inches above the floor of the access aisle.If this obstructs the pedestrian route,you may provide the"no parking"designation on the surface of the aisle. 5. As shown in A201K Grid 3,the roof access is within 10 feet of the roof edge.A guard shall be installed accordance with International Mechanical Code section 304.11 6. You are missing a continuous wall footing schedule. 7. Re-evaluate the proposed valuation of$350,000 for this building. Provide two sets of the above referenced plans to the building inspection department for further review. If you have any questions concerning this letter,please contact me at(651)675-5676 Monday through Friday 8:00 am to 4:30 pm or email me at mgrannesAcityofeagan.com. Sincerely, Mike Grannes Senior Building Inspector Cc: Dale Schoeppner,Building Official n 'Michael Grannes From: Aaron Waller <awaller@rjryan.com> Sent: Thursday,June 23, 2016 4:01 PM To: Sean Lathrop; Michael Grannes Cc: Natina James; Chris Chaffee; Dan Ullom Subject: RE: 3325 Central Park Village (Shell Building K).docx Hi Michael, To address the your building valuation for building K, this was a miss-print. It was supposed to state the value of the building is$795,000. Thank you! Aaron Waller I Project Manager R.J. Ryan Construction, Inc. I Commercial Design and Construction 1100 Mendota Heights Road I Mendota Heights,MN 55120 Cell:612-849-3803 Fax: 651-681-0235 I www.rirvan.com From: Sean Lathrop [mailto:Sean.Lathrop(arsparch.com] Sent: Tuesday, June 21, 2016 1:50 PM To: mgrannes(acityofeagan.com Cc: Aaron Waller; Natina James; Chris Chaffee Subject: RE: 3325 Central Park Village (Shell Building K).docx Hi Michael, It was a pleasure speaking with you, and thank you for your time and assistance today.As discussed, per your direction we will revise our drawings as noted in items 1 and 2 below. We will provide a 42" high guard rail placed on the parapet side of the roof hatch opening.The guard rail shall be constructed so as to prevent the passage of a sphere 21" in diameter, and extend not less than 30" beyond each side of roof hatch opening. Last, we will provide (2) hard copies of only the affected/revised sheets for your review and approval purposes. Should you have any questions, please feel free to contact us. Thank you Sean R. Lathrop R S P Design that works. Sean.R.LathropPrsparch.com 612.677.7107 direct 612.677.7100 main 1220 Marshall Street NE Minneapolis, MN 55413 rsparch.com 1 From: Sean Lathrop Sent: Tuesday, June 21, 2016 10:42 AM To: 'mgrannes@cityofeagan.com' Cc: 'Aaron Waller; Natina James; Chris Chaffee Subject: FW: 3325 Central Park Village (Shell Building K).docx Good Morning Michael, Thank you for taking the time to review this project. Can you let me know if the proposed changes would satisfy the City's requests for items 1, 2 and 5 1). Revise the Fire Code edition to 2015. 2). Revise both Wall Construction Types 1 & 2 on sheet A101K to include the "UL 465 design" similar to the other village building. 5). Provide a 42" high guard rail around three sides of the roof access opening. Also,would it be acceptable to submit only the affected revised sheets in lieu of reprinting and submitting the entire set? If so, can we email them to you? Or would you prefer we deliver(2) hard copies of only the revised affected sheets? Please confirm. Thank you Sean R. Lathrop RS P Design that works. Sean.R.Lathrop@rsparch.com 612.677.7107 direct 612.677.7100 main 1220 Marshall Street NE Minneapolis, MN 55413 rsparch.com From: Aaron Waller [mailto:awaller@rjryan.com] Sent: Monday, June 20, 2016 3:33 PM To: Natina James; Chris Chaffee; Sean Lathrop; 'Dan Ullom' Subject: FW: 3325 Central Park Village (Shell Building K).docx FYI Aaron Waller I Project Manager R.J. Ryan Construction, Inc. I Commercial Design and Construction 1100 Mendota Heights Road I Mendota Heights,MN 55120 Cell:612-849-3803 Fax: 651-681-0235 I www.rirvan.com From: Michael Grannes [mailto:mgrannes@cityofeagan.com] Sent: Monday, June 20, 2016 3:23 PM To: Aaron Waller Subject: 3325 Central Park Village (Shell Building K).docx Ryan, Here is the plan review letter for 3325 Central Park Village Drive (Building K). 2 Please call or email if you have any questions. Thanks, Michael Grannes I Senior Building Inspector I City of Eagan 44,00 City Hall 1 3830 Pilot Knob Road I Eagan,MN 55122 I(651)675-5676 I(651)675 „ 5694(Fax)I morannes(a�citvofeagan.com 1!!l11111_iI fat THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient.If you received this in error,please contact the sender and delete the e-mail and its attachments from all computers. 3 A Structural Steel Special Inspection Final Report Central Park Commons—Building K(K1 and K2) NE Corner of Pilot Knob Rd and Yankee Doodle Rd Eagan, Minnesota Prepared for CSM Corporation Project B1501149.00 February 20, 2017 BRAUN I NIT E RT^ Braun Intertec Corporation ^he Science,You Builtd O . BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 iNTE RTEC Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. February 20, 2017 Project B1501149.00 Mr. Dan Ullom CSM Corporation 500 Washington Avenue South,Suite 3000 Minneapolis, MN 55415 Re: Structural Steel Special Inspection Procedural and Final Report Central Park Commons-Building K(K1 and K2) Northeast Corner of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Dear Mr. Ullom: Please find attached to this procedural report the Structural Steel Special Inspection Final Report for Building K(K1 and K2)of the Central Park Commons 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 electronically provided to the construction team for their review and records. 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) D1.1-2015,Table 6.1 requirements and the requirements of the project plans and specifications. AA/EOE CSM Corporation Project B1501149.00 February 20, 2017 Page 2 Tension-Control Bolted Connection Observations Tension-control bolted connection observations were conducted to determine if the bolt holes were filled, if the correct bolts were used, if the nuts were fully engaged and if the splined end of the tension- control bolts had separated from the body of the bolt. Removal of the splined end is a direct indicator the bolt has been torqued to the minimum snap-off load. In addition,each connection was observed for fit-up and to determine if the various plies were in contact with one another. 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 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. Metal Deck Weld and Fastener Observations Metal deck weld observations were conducted in general accordance with AWS D1.3-2008,Section 6.0 requirements and the requirements of the project plans and specifications. Items reviewed included the quality,size and spacing of the welds. In addition,the location and the completeness of the side-lap fastener installation were observed and evaluated. Column Anchor Bolt Observations The column anchor bolts were observed to determine if they were in place,and if the nuts were installed,fully engaged and snug tight.The base plates were observed to determine if they were in full contact with the adjoining surface. BRAUN INTERTEC CSM Corporation Project B1501149.00 February 20,2017 Page 3 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 Dan Martin at 952.995.2227. Sincerely, BRAUN INTERTEC CORPORATION Vmet,i0 Dapiel Graham ICC Certifi d Special Inspector-Structural Steel and Welding /"4: ;-'7 Christopher R. Kehl, PE Principal—Senior Engineer Attachment: Structural Steel Special Inspection Final Report c: Lane Wegener;City of Eagan Craig Novaczyk;City of Eagan Clark Wicklund;Alliant Engineering, Inc. Cory Casperson;Clark Engineering Corporation Leo Schaefers;Clark Engineering Corporation Aaron Waller; RJ Ryan Construction, Inc. Craig Kohler; RJ Ryan Construction, Inc. 1 i 1 j i BRAUN INTERTEC BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 iNTE RTEC Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. Structural Steel Special Inspection Final Report City of: Eagan, Minnesota Date: February 20, 2017 Attention: Mr. Dan Ullom Project: Central Park Commons—Building K(K1 and K2) Northeast of Pilot Knob Road and Yankee Doodle Road Braun Intertec Project: B1501149.00 In accordance with the Minnesota State Building Code,Chapter 17 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.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.There are currently no outstanding or unresolved structural welding-related issues. Metal Deck Welding and Fasteners.The metal deck welding and side-lap fasteners detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications.There are currently no outstanding or unresolved decking-related issues. AA/EOE CSM Corporation Project 81501149.00 February 20,2017 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. Inspecting Firm:Braun Intertec Corporation I hereby certify that this plan,specification or report was prepared by me or under my direct supervision and that I am a duly Licensed ProfessionaAgOger under the laws of the State of Minneo�loV llyet ,,. //1:00000.:/- 04,. r.C RIBT+OPHER s ca: KEHL,PE : a Christopher R. Kehl, PE 434,98 : BIRAUN 6.324 Rev.1 Issue: 23/15 INTERTEC Special Inspection D. y Report City of: Eagan, MN. P .e 1 of 1 Report No.: Structur. teel#1 Observation Date: 10/ /2016 Project Name: Central Pa Commons, Project No.: B 01149.00 Project Address: Braun Intertec PM: •an Martin Client: CSM Corporat n Client Project No.• Building K Weather: Sunny Temperatu : 60 °F Frequency Inspection Coil- •ge (Notes) Periodic Steel construction Daniel P.Gr am Did the architect or engineer authorize changes t approved plans? No (if yes,list details below) Description and location of work performed: Visual weld observations were performed in acco ance with AWS D1.1 cri ria on the following: I 1) Bar joist fillet welds at Roof Level Grid A-D 1-6. o discrepancy noted SER:Clark Engineering Mr.Cory Casperson List tests performed: Visual •Are there any dis panties noted from this day's observations No •Are there any o standing discrepancies on this project? No -If yes, -e attached Summary Sheet. • Report Disc ed with and Given to Contractor? yes Report Emalled to: dmartin@brauninter c.com ccasperson@clark-eng.com ckohler@rjryan.co To the best of our owledge,work inspected was done in,accordance with the approved ans,specifications and applicable workmanship pr. isions of the current IBC,except as noted above. Signed: " Graham, Dan I.D.No.: '54095 S1&S2 A Non-Structural Steel Special Inspection Final Report Central Park Commons Building K(K1 and K2) Northeast Corner of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Prepared for CSM Corporation Project B1501149.00 BRAUN February 15,2017 INTE RTEC Braun Intertec Corporation It Science You Band 0* BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue 5 Fax: 952.995.2020 NTERTEC Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. February 15,2017 Project B1501149.00 Mr. Dan Ullom CSM Corporation 500 Washington Avenue South,Suite 3000 Minneapolis, MN 55415 Re: Non-Structural Steel Special Inspection Procedural and Final Report Central Park Commons Building K(K1 and K2) Northeast Corner of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Dear Mr. Ullom: Please find attached to this procedural report the Non-Structural Steel Special Inspection Final Report for Building K of the Central Park Commons project,and the supporting Special Inspection Daily Reports for your review and records. Please note that,since this project encompassed construction of multiple buildings over two distinct phases,the numbering of the attached Special Inspection Daily Reports is not sequential. Rather,the reports are organized by date. Special Inspection and Testing Procedures The special inspection services were provided in accordance with the requirements of Chapter 17 of the International Building Code(IBC),the Special Inspection and Testing Schedule,and/or 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. Plans and Specifications The provided plans and specifications or the plans available at the site were used for our inspections. AA/EOE CSM Corporation Project B1501149.00 February 15,2017 Page 2 Summary of Special Inspections and Material Observations and Tests Soil Evaluation and Testing Our firm performed a geotechnical evaluation for the Central Park Commons development.Our findings and recommendations were presented in a Geotechnical Evaluation Report(Report)dated June 25,2015, and submitted under Braun Intertec project number B1501149.The Building K footprint is located northwest and outside of the footprint of the former Lockheed Martin facility.The soil boring performed for our Geotechnical Evaluation that was located near Building K encountered existing fill to a depth of about 11 feet below existing surface grades. Below the existing fill,the boring encountered and terminated in native alluvial soils.As discussed in our Report,we recommend removing existing fill within 4 feet of the proposed subgrade elevation and replacing it with suitable backfill. During the mass grading phase of this project,our firm observed excavations performed and tested structural backfill placed within the building pad area of Building K.We observed that unsuitable soils were removed from below Building K.The results of compaction testing performed indicate that fill was conditioned, placed,and completed in accordance with project specifications. During the construction phase of Building K,soils exposed at structure subgrade elevations and in excavations were visually evaluated,while those below subgrade elevations and excavation bottoms were evaluated using hand auger borings and dynamic cone penetrometers.These tasks were performed to determine if the observed and tested soils were(a)consistent with those encountered by the soil borings performed for the geotechnical evaluation,(b)consistent with those observed and tested during the mass grading phase of the project,and(c)suitable for support of the design structural loads. The hand auger borings were drilled with a 1 1/2-inch-diameter hand auger.The borings were advanced in 2-to 4-inch increments to depths of 2 to 4 feet below subgrade elevations or excavation bottoms (shallower penetrations typically occurred where larger gravel,cobbles,and boulders were present).The auger was then withdrawn from the borehole to obtain cuttings.The soils encountered in the borings were classified in general accordance with ASTM D 2488,"Description and Identification of Soils(Visual/Manual Procedures)." Preliminary estimates of soil consistency and density were also evaluated based on resistance to penetration of the hand auger,and the turning resistance. The dynamic cone penetrometer(DCP)tests were completed using a solid metal rod fitted with a 1 3/8-inch diameter conical point.The point is driven into the soil with a 12-pound weight falling 20 inches.The number of blows required to drive the point each 6-inch increment was recorded and then used to correlate the soils'relative density,consistency or compaction with that determined or estimated from the geotechnical borings,and also used as a basis to estimate the suitability of the soils to support the design loads.This test procedure was generally used when granular soils were exposed at subgrade elevations or in excavation bottoms. BRAUN INTERTEC CSM Corporation Project B1501149.00 February 15,2017 Page 3 Concrete Reinforcement We initially reviewed the reinforcement and dowel requirements on the project structural drawings and shop drawings, if available. Information reviewed included bar size, bar length, bar spacing, bar location, splice lengths,and dowel placement.This information was then used to determine if the inplace reinforcement was placed in accordance with the requirements of the project plans and specifications. We also noted if the inplace reinforcement was free of rust,scale,and soil. Concrete Placement Observations Concrete placement observations were performed to monitor the procedures being used by the contractor and to determine if they were consistent with typical industry standards. Fresh Concrete Testing Routine tests to determine the plastic concrete's slump,temperature and air content were done during each pour. In addition,concrete cylinders were cast at rates specified in the project specifications to evaluate the concrete's compressive strength. Concrete Compressive Strength Testing The cast concrete cylinders were temporarily stored at the site and then returned to our laboratory for moist curing and testing.The results of the concrete compressive strength testing were forwarded to the interested parties under a separate cover as they became available. General In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty,express or implied, is made. BRAUN INTERTEC CSM Corporation Project 81501149.00 February 15,2017 Page 4 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 Dan Martin at 651.746.4006. Sincerely, BRAUN INTERTEC CORPORATION Daniel E.Martin Principal-Senior Project Manager /<44/2,4,./ Joel C.Kurpius,PE Project Engineer Attachment: Non-Structural Steel Special Inspection Final Report c: Lane Wegener;City of Eagan Craig Novaczyk;City of Eagan Clark Wicklund;Alliant Engineering, Inc. Cory Casperson;Clark Engineering Corporation Leo Schaefers;Clark Engineering Corporation Aaron Waller;RJ Ryan Construction, Inc Craig Kohler;RJ Ryan Construction, Inc II tz BRAUN INTERTEC BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue 5 Fax: 952.995.2020 NTERTEC Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. Non-Structural Steel Special Inspection Final Report Page 1 of 2 City of: Eagan, Minnesota Date: February 15,2017 Attention: Lane Wegener Project: Central Park Commons Building K(K1 and K2) Northeast of Pilot Knob Road and Yankee Doodle Road Braun Intertec Project: B1501149.00 In accordance with Section 1704 of the International Building Code and the agreed upon scope of services,the required special inspections and testing has been provided for the following items: Soils The required testing in the field and laboratory has been completed.The compaction testing done during placement of backfill and additional required fill indicated the procedures used by the contractor were adequate to compact the backfill and fill,and meet the project requirements. Observations and testing of the structure subgrades and excavation bottoms indicated that the exposed soils were consistent with those encountered by the geotechnical borings performed for this project,and were capable of supporting footings designed to exert a net allowable bearing pressure of up to 3,000 pounds per square foot.There are no outstanding or unresolved soils-related issues. Concrete The required testing in the field and in the laboratory has been completed.The results have been forwarded under separate cover.The compressive strength testing indicates the concrete placed has met the project requirements.The placement procedures used were judged to have met the project requirements.There are no outstanding or unresolved concrete-related issues. Reinforcing Steel The reinforcement placement detailed in the attached Special Inspection Daily Reports was observed according to the requirements of the project plans and specifications.There are no outstanding or unresolved reinforcing steel-related issues. AA/EOE CSM Corporation Project B1501149.00 February 15,2017 Page 2 Conclusion Based upon the inspections performed,the testing completed and the attached Special Inspection Daily 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 International Building Code. Inspecting Firm: Braun Intertec Corporation I hereby certify that this plan,specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under t laws of the State of Minnesota. `oo munito �� LIMED �s'� PROFESSIONAL. Joel C. Kurpius, PE ENtER a! Project Engineer License Number 43523 %03' 43529 Z,r February 15,2017 y�'4 14.OF Mir•lit%,,� �iauunao Attachments: Special Inspection Daily Reports dated July 17,2015 through August 26,2016 (non-sequential numbering,organized by date) G 1 BRAUN I NTERTEC d C&A-1-te_fti U;!1416 hie- A Non-Structural Steel Special Inspection Final Report Central Park Commons Building K (K1 and K2) Northeast Corner of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Prepared for CSM Corporation Project B1501149.00 BRAUN February 15, 2017 INTERTECBraun Intertec Corporation The Science You Build On. BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 NTERTEC Minneapolis,MN 55438 Web: braunintertec.com IThe Science You Build On. February 15, 2017 Project B1501149.00 Mr. Dan Ullom CSM Corporation 500 Washington Avenue South,Suite 3000 Minneapolis, MN 55415 Re: Non-Structural Steel Special Inspection Procedural and Final Report Central Park Commons Building K (K1 and K2) Northeast Corner of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Dear Mr. Ullom: Please find attached to this procedural report the Non-Structural Steel Special Inspection Final Report for Building K of the Central Park Commons project, and the supporting Special Inspection Daily Reports for your review and records. Please note that, since this project encompassed construction of multiple buildings over two distinct phases,the numbering of the attached Special Inspection Daily Reports is not sequential. Rather,the reports are organized by date. Special Inspection and Testing Procedures The special inspection services were provided in accordance with the requirements of Chapter 17 of the International Building Code (IBC),the Special Inspection and Testing Schedule, and/or 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. Plans and Specifications The provided plans and specifications or the plans available at the site were used for our inspections. / /I.;. JF: CSM Corporation Project B1501149.00 February 15,2017 Page 2 Summary of Special Inspections and Material Observations and Tests Soil Evaluation and Testing Our firm performed a geotechnical evaluation for the Central Park Commons development.Our findings and recommendations were presented in a Geotechnical Evaluation Report(Report)dated June 25,2015, and submitted under Braun Intertec project number B1501149.The Building K footprint is located northwest and outside of the footprint of the former Lockheed Martin facility.The soil boring performed for our Geotechnical Evaluation that was located near Building K encountered existing fill to a depth of about 11 feet below existing surface grades. Below the existing fill,the boring encountered and terminated in native alluvial soils.As discussed in our Report,we recommend removing existing fill within 4 feet of the proposed subgrade elevation and replacing it with suitable backfill. During the mass grading phase of this project,our firm observed excavations performed and tested structural backfill placed within the building pad area of Building K.We observed that unsuitable soils were removed from below Building K.The results of compaction testing performed indicate that fill was conditioned, placed,and completed in accordance with project specifications. During the construction phase of Building K,soils exposed at structure subgrade elevations and in excavations were visually evaluated,while those below subgrade elevations and excavation bottoms were evaluated using hand auger borings and dynamic cone penetrometers.These tasks were performed to determine if the observed and tested soils were(a)consistent with those encountered by the soil borings performed for the geotechnical evaluation, (b)consistent with those observed and tested during the mass grading phase of the project,and(c)suitable for support of the design structural loads. The hand auger borings were drilled with a 1 1/2-inch-diameter hand auger.The borings were advanced in 2-to 4-inch increments to depths of 2 to 4 feet below subgrade elevations or excavation bottoms (shallower penetrations typically occurred where larger gravel,cobbles,and boulders were present).The auger was then withdrawn from the borehole to obtain cuttings.The soils encountered in the borings were classified in general accordance with ASTM D 2488,"Description and Identification of Soils(Visual/Manual Procedures)."Preliminary estimates of soil consistency and density were also evaluated based on resistance to penetration of the hand auger,and the turning resistance. The dynamic cone penetrometer(DCP)tests were completed using a solid metal rod fitted with a 1 3/8-inch diameter conical point.The point is driven into the soil with a 12-pound weight falling 20 inches.The number of blows required to drive the point each 6-inch increment was recorded and then used to correlate the soils'relative density,consistency or compaction with that determined or estimated from the geotechnical borings,and also used as a basis to estimate the suitability of the soils to support the design loads.This test procedure was generally used when granular soils were exposed at subgrade elevations or in excavation bottoms. BRAUN INTERTEC CSM Corporation Project B1501149.00 February 15, 2017 Page 3 Concrete Reinforcement We initially reviewed the reinforcement and dowel requirements on the project structural drawings and shop drawings, if available. Information reviewed included bar size, bar length, bar spacing, bar location, splice lengths,and dowel placement.This information was then used to determine if the inplace reinforcement was placed in accordance with the requirements of the project plans and specifications. We also noted if the inplace reinforcement was free of rust,scale,and soil. Concrete Placement Observations Concrete placement observations were performed to monitor the procedures being used by the contractor and to determine if they were consistent with typical industry standards. Fresh Concrete Testing Routine tests to determine the plastic concrete's slump,temperature and air content were done during each pour. In addition,concrete cylinders were cast at rates specified in the project specifications to evaluate the concrete's compressive strength. Concrete Compressive Strength Testing The cast concrete cylinders were temporarily stored at the site and then returned to our laboratory for moist curing and testing.The results of the concrete compressive strength testing were forwarded to the interested parties under a separate cover as they became available. General In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty,express or implied, is made. BRAUN INTERTEC CSM Corporation Project B1501149.00 February 15,2017 Page 4 { 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 Dan Martin at 651.746.4006. Sincerely, BRAUN INTERTEC CORPORATION Daniel E.Martin Principal-Senior Project Manager Joel C.Kurpius,PE Project Engineer Attachment: Non-Structural Steel Special Inspection Final Report E' c: Lane Wegener;City of Eagan Craig Novaczyk;City of Eagan Clark Wicklund;Alliant Engineering, Inc. Cory Casperson;Clark Engineering Corporation Leo Schaefers;Clark Engineering Corporation Aaron Wailer;RJ Ryan Construction,Inc Craig Kohler;RJ Ryan Construction, Inc { BRAUN INTERTEC B R A U N Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 INTERTEC Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. Non-Structural Steel Special Inspection Final Report Page 1 of 2 City of: Eagan, Minnesota Date: February 15,2017 Attention: Lane Wegener Project: Central Park Commons Building K(K1 and K2) Northeast of Pilot Knob Road and Yankee Doodle Road Braun Intertec Project: B1501149.00 In accordance with Section 1704 of the International Building Code and the agreed upon scope of services,the required special inspections and testing has been provided for the following items: Soils The required testing in the field and laboratory has been completed.The compaction testing done during placement of backfill and additional required fill indicated the procedures used by the contractor were adequate to compact the backfill and fill,and meet the project requirements. Observations and testing of the structure subgrades and excavation bottoms indicated that the exposed soils were consistent with those encountered by the geotechnical borings performed for this project,and were capable of supporting footings designed to exert a net allowable bearing pressure of up to 3,000 pounds per square foot.There are no outstanding or unresolved soils-related issues. Concrete The required testing in the field and in the laboratory has been completed.The results have been forwarded under separate cover.The compressive strength testing indicates the concrete placed has met the project requirements.The placement procedures used were judged to have met the project requirements.There are no outstanding or unresolved concrete-related issues. Reinforcing Steel The reinforcement placement detailed in the attached Special Inspection Daily Reports was observed according to the requirements of the project plans and specifications.There are no outstanding or unresolved reinforcing steel-related issues. AA/EOE CSM Corporation Project B1501149.00 February 15,2017 Page 2 61 Conclusion Based upon the inspections performed,the testing completed and the attached Special Inspection Daily 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 International Building Code. Inspecting Firm: Braun Intertec Corporation I hereby certify that this plan,specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under t - laws of the State of Minnesota. `�Q�Gii�����G' ��d t<4.."-tia.4.A.,1-Asus to Joel C. Kurpius, PE _ PROFESSIONAL EIR s Project Engineer 43529 IFIF License Number: 43523 h ry Februa 15,2017 y�� "COFti `s*` ;,, Mitw ��,� Attachments: Special Inspection Daily Reports dated July 17,2015 through August 26,2016 (non-sequential numbering,organized by date) BRAUN I NTERTEC BRAUN 28 Special Inspection Daily ReportReport Date:7/21/2015 INTERTEC Bloomington Client: Project: 11001 Hampshire Avenue S CSM Corporation 81501149.00 Minneapolis,MN 55438 500 Washington Avenue South,Suite 3000 Central Park Commons CPC Phone:952-995-2000 Minneapolis,MN 55415 North East Corner of Pilot Knob Road and Yankee Eagan,MN 55123 Special Inspection Activity Date: 07/17/2015 Project Manager: Martin,Dan Technician: Petersen,Brian-ID:5258583 Weather: Sunny City Of: Eagan,MN Temperature: 90 Coverage Frequency Notes Soils Periodic Description of Work Completed Observed excavation bottoms for Building E. Used visual and hand auger probes to determine suitability of soils. Soils appear suitable for design loads. Compaction tests were performed on fills placed in Buildings C, D,K L,M,N,0 and on retaining wall#2. Tests met or exceeded required standard. i Tests Performed Hand Auger Probes,Compaction Tests Discrepancies noted from this inspection? YesD Not Outstanding discrepancies on this project? YesO Noa Report discussed with and sent to contractor? YesO Not Architect/engineer authorized changes to Yes El No@ i approved plans?(See description of work completed) 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. t 4 ,.' (1'2/ ICC Certification It:5258583 Brian Petersen Page 1 of 1 BRAUN S ecial Ins ection Re ort 37 P p Daily p Report Date:7/31/2015 INIERTEC Bloomington Client: Project: 11001 Hampshire Avenue S CSM Corporation 81501149.00 Minneapolis,MN 55438 500 Washington Avenue South,Suite 3000 Central Park Commons CPC Phone:952-995-2000 Minneapolis,MN 55415 North East Corner of Pilot Knob Road and Yankee Eagan,MN 55123 Special Inspection Activity Date: 07/29/2015 ProjectManager Martin,Dan Technician: Petersen,Brian-ID:5258583 Weather: Sunny City Of: Eagan,MN Temperature: 85 Coverage Frequency Notes Soils Periodic Description of Work Completed Infiltration basin excavation complete. Infiltration tests performed, Performed compaction tests on fill placed Building K,parking lot northeast of Building K,south of building F and retaining wall#1. Tests Performed Compaction Tests Discrepancies noted from this inspection? Yes O NoE Outstanding discrepancies on this project? YesO NoQ Report discussed with and sent to contractor? Yes NoQ Architect/engineer authorized changes to Yes NoQ approved plans?(See description of work completed) 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, ICC Certification#;5258583 Brian Petersen Page 1 of 1. BRAUN Special Inspection Daily ReportReportDate:7/31/2015 INTERTEC Bloomington Client: Project: 11001 Hampshire Avenue S CSM Corporation 81501149.00 Minneapolis,MN 55438 500 Washington Avenue South,Suite 3000 Central Park Commons CPC Phone:952-995-2000 Minneapolis,MN 55415 North East Corner of Pilot Knob Road and Yankee Eagan,MN 55123 Special Inspection Activity Date: 07/30/2015 Project Manager: Martin,Dan Technician: Petersen,Brian-ID:5258583 Weather: Sunny City Of: Eagan,MN Temperature: 80 Coverage Frequency Notes Soils Periodic Description of Work Completed Performed compaction tests on fill placed Building K,parking lot west of Building K and parking lot north of building P. Tests Performed Compaction Tests Discrepancies noted from this Inspection? YesO No� Outstanding discrepancies on this project? Yes': No0 Report discussed with and sent to contractor? Yes J No L1 Architect/engineer authorized changes to YesD NoV3 approved plans?(See description of work completed) 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. - / ICC Certification#:525S583 Brian Petersen Page 1 of 1 BRAUN Special Inspection Daily Report INTERTEC The Science You Build On. 11001 Hampshire Avenue S Client: Project: Mnneapolis,MV 55438 Phone:952-995-2000 CSM Corporation 81501149.07 500 Washington Avenue South,Suite 3000 Central Park Commons Building K Mnneapolis,M1 55415 NE Corner of Pilot Knob&Yankee Doodle Rd. Eagan,MN 55123 Activity Date:08/09/2016 City of:Eagan,AN Report Number:1 Technician:Chapman,Rick Braun Intertec PM:Dan Martin Mather:Sunny 85 Coverage Frequency Notes Concrete Construction Continuous Soils Periodic Architect/engineer authorized changes to approved plans?:No Work Completed Description: Observed the soils,reinforcing and concrete placement for exterior footings,grid A to D.1 from 1 to 6.1.Performed hand auger probes (HAPs)and found the footing bottoms consisted of brown silty sand with varying amounts of gravel and reddish brown sandy lean clay, which is consistent with the findings in the geotechnical report.Performed dynamic cone penetration(DCPs)tests to verify the recommended bearing capacity of 3000 psf. Tests Performed: I-IAPs,DCPs Slump,Air,Temperature,cast set#187 Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes 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. iexcefl tionk: erS�9 s Page 1 of 1 BRAUN Special Inspection Daily Report INTERTEC seerKe.�{as�wo. 1826 Buerlde Road Client: Project: Saint Paul,Mei 55110 i Phone:651-487-3245 CSM Corporation B1501149.00 500 Washington Avenue South,Suite 3000 Central Park Commons Mnneapolis,MJ 55415 North East Corner of Pilot Knob Road and Yankee Doodle Road Ea•an,MN 55123 Activity Date:08/16/2016 City of:Eagan Report Number: Technician:Kurpius,Joel Braun latertec PM:Dan Martin Weather:mostly cloudy,windy 83 Coverage Frequency Notes ' Soils Periodic Architect/engineer authorized changes to approved plans?:No Work Completed Description: Craig with RJ Ryan requested site visit to observed condition of exterior subgrade adjacent to foundation footings/walls for Build K,L, and M.Arrived on-site as requested.Observed that the upper several inches of the exposed exterior subgrade`soils were gene r saturated and had softened due to recent rainfall Portions of the exposed soils re-deposited soils due to surficial erosion/runoff.S allow hand auger borings performed at several locations around each building indicated that the"muck"soils were about 4 to 6 inches thick. : Explained to Craig that the concern in this situation is to evaluate whether or not soils below the footings had softened to to water infiltration.to check that,probed below the perimeter footings at strategic locations around each building.Based on the results of the probing,it did not appear that the soils below the footings were impacted.Craig indicated that the plan was to pump out remaining water then remove the"muck"soils just prior to placing the backfill.Craig indicated that clean NFS sand would be placed from the bottom of footing elevation to the surface to a horizontal distance of about 10 feet away from the building;at the 10-foot distance,the excavation would be tapered up arid out at a 3:1h:v )gradient to a depth of about 2 feet,and then d would be placed to the curb.(Drainpipe would be placed to help promote sand drainage.) That plan,as described,is generally consistent with our recommendations:It is our opinion that the backfilling procedure,as described tous by Craig,is appropriate given the observed soil conditions. We observed that a portion of the east perimeter strip footing,where the footing steps down near the northeast corner of Building L1,was undermined/eroded by surface runoff/rainfall.That was the only section of footings that appeared to be undermined.Recommended that I RJ Ryan fill the void with either flowable fill(FF)or high slump corefill/grout(CF).To do so,we recommended constructing a temporary form around the undermined area so that the form is a short distance away from the footing to allow FF/CF material to access the void and the top of the form is a few inches above the bottom of the footing,and then backfill the void with FF/CF material.Ineral,once the material does not appear to rise up the form,it assumed the void is filled.Once the FF/CF material has cured, the form may be removed.Did not recommend testing the FF/CF,however,recommended that our lead Special Inspector observe the procedure. Findings of observations were discussed with lead field technician,Rick Chapman. Tests Performed: Hand Auger Borings/Probes Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes 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. if 4k cio, Page 1 of 1 BRAUN Special Inspection Daily Report INTERTEC The Science You Build Oe. 11001 Hampshire/Venue S orient: Project: Mnneapolis,MV 55438 Phone:952-995-2000 CSM Corporation 81501149.07 500 Washington Venue South,Suite 3000 Central Park Commons Building K Mnneapolis,AN 55415 NE Corner of Pilot Knob&Yankee Doodle Rd. Eagan,MV 55123 Activity Date:08/24/2016 City of:Eagan,MN Report Number:2 Technician:Chapman,Rick Braun Intertec PM:Dan Martin Weather:Cloudy 80 Coverage Frequency Notes Concrete Construction Continuous Architect/engineer authorized changes to approved plans?:No Work Completed Description: Observed the reinforcing and concrete placement for exterior foundation wall,grid 1 from A to C.3,A from 1 to 6,6 from A to B.5. Tests Performed: Slump,Air,Temperature,cast set#201 Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes 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. ICI Certification p: 8/SS8 Page 1 of 1 BRAUN Special Inspection Daily Report INTERTEC The Science You Build Ora 11001 Hampshire Aenue S Client: Project: Mnneapolis,MJ 55438 Phone:952-995-2000 CSM Corporation 81501149.07 500 Washington Aenue South,Suite 3000 Central Park Commons Building K Mnneapolis,MV 55415 NE Corner of Pilot Knob&Yankee Doodle Rd. Eagan,MJ 55123 Activity Date:08/26/2016 City of:Eagan,MV Report Number:3 Technician:Chapman,Rick Braun Intertec PM:Dan Martin Weather:Sunny 75 Coverage Frequency Notes Concrete Construction Continuous Soils Periodic Architect/engineer authorized changes to approved plans?:No Work Completed Description: Observed the soils,reinforcing and concrete placement for interior column pads,grid C-2,C-3,C-4,C-5;exterior foundation wall,grid 6 from B.5 to D.1,D.1 from 1 to 6, 1 from C.3 to D.1.Performed hand auger probes(HAPs)and found the footing bottoms consisted of brown silty sand with varying amounts of gravel and reddish brown sandy lean clay,which is consistent with the findings in the geotechnical report.Performed dynamic cone penetration(DCPs)tests to verify the recommended bearing capacity of 3000 psf. Tests Performed: I-IAPs,DCPs Slump,Air,Temperature,cast set#202 Outstanding discrepancies on this project?:No Report discussed with and sent to contractor?:Yes 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. ICC Certification k: e(S$9/S" Page 1 of 1 ciAd_ iliE . A Structural Steel Special Inspection Final Report Central Park Commons—Building K (K1 and K2) NE Corner of Pilot Knob Rd and Yankee Doodle Rd Eagan, Minnesota Prepared for CSM Corporation Project B1501149.00 February 20, 2017 BRAUN INTE RTEC Braun lntertec Corporation The Science You Build On. BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 NTE RTEC Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. February 20, 2017 Project B1501149.00 Mr. Dan Ullom CSM Corporation 500 Washington Avenue South,Suite 3000 Minneapolis, MN 55415 Re: Structural Steel Special Inspection Procedural and Final Report Central Park Commons- Building K (K1 and K2) Northeast Corner of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Dear Mr. Ullom: Please find attached to this procedural report the Structural Steel Special Inspection Final Report for Building K(K1 and K2) of the Central Park Commons 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 electronically provided to the construction team for their review and records. 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) D1.1-2015,Table 6.1 requirements and the requirements of the project plans and specifications. F.,/ CSM Corporation Project B1501149.00 February 20, 2017 Page 2 Tension-Control Bolted Connection Observations Tension-control bolted connection observations were conducted to determine if the bolt holes were filled, if the correct bolts were used, if the nuts were fully engaged and if the splined end of the tension- control bolts had separated from the body of the bolt. Removal of the splined end is a direct indicator the bolt has been torqued to the minimum snap-off load. In addition,each connection was observed for fit-up and to determine if the various plies were in contact with one another. 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 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. Metal Deck Weld and Fastener Observations Metal deck weld observations were conducted in general accordance with AWS D1.3-2008,Section 6.0 requirements and the requirements of the project plans and specifications. Items reviewed included the quality,size and spacing of the welds. In addition,the location and the completeness of the side-lap fastener installation were observed and evaluated. Column Anchor Bolt Observations The column anchor bolts were observed to determine if they were in place,and if the nuts were installed,fully engaged and snug tight.The base plates were observed to determine if they were in full contact with the adjoining surface. BRAUN INTERTEC CSM Corporation Project B1501149.00 February 20,2017 Page 3 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 Dan Martin at 952.995.2227. Sincerely, BRAUN INTERTEC CORPORATION Va444Aa,d4i.„,_67,- .: Dapiei Graham ICC Certifi d Special pe Inspector-Structural� Steel and Welding /;4 Christopher R. Kehl, PE Principal—Senior Engineer Attachment: Structural Steel Special Inspection Final Report c: Lane Wegener;City of Eagan Craig Novaczyk;City of Eagan Clark Wicklund;Alliant Engineering, Inc. Cory Casperson;Clark Engineering Corporation Leo Schaefers;Clark Engineering Corporation Aaron Waller; RJ Ryan Construction, Inc. Craig Kohler; RJ Ryan Construction, Inc. i i i 4 i BRAUN INTERTEC BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 NTERTEC Minneapolis,MN 55438 Web: braunintertec.com IThe Science You Build On. Structural Steel Special Inspection Final Report City of: Eagan, Minnesota Date: February 20,2017 Attention: Mr. Dan Ullom Project: Central Park Commons—Building K(K1 and K2) Northeast of Pilot Knob Road and Yankee Doodle Road Braun Intertec Project: B1501149.00 In accordance with the Minnesota State Building Code,Chapter 17 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.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.There are currently no outstanding or unresolved structural welding-related issues. Metal Deck Welding and Fasteners.The metal deck welding and side-lap fasteners detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications.There are currently no outstanding or unresolved decking-related issues. AA/EOE CSM Corporation Project 81501149.00 February 20,2017 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. Inspecting Firm:Braun Intertec Corporation I hereby certify that this plan,specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional er a ti Ci1�i under the laws of the State of Minne p'F MIHby�+s%irr� Nov o ,,.;CHRISTOPHER R -61, KEHL,PE . ac Christopher R.Kehl, PE 4 Princ L cense Numbepal rr43459eer ‘1$4".• +.�w.��0*N. ... February 20,2017 Attachments: Structural Steel Special Inspection Daily Reports 1 through 4 I 1 I l f i i I i BRAUN INTERTEC j i i q BRAUN 6.32.4 Rev.1 Issue:6/23/15 1NTERTEC Special Inspection Daily Report City of: Eagan, MN. Page 1 of 1 Report No.: Structural Steel#1 Observation Date: 10/13/2016 Project Name: Central Park Commons Project No.: B1503.149.00 Project Address: Braun Intertec PM: Dan Martin Client: CSM Corporation Client Project No.: Building K Weather: Sunny Temperature: 60 °F Frequency Inspection Coverage (Notes) Periodic Steel construction Daniel P.Graham Did the architect or engineer authorize changes to approved plans? No (If yes,list details below) Description and location of work performed: Visual weld observations were performed in accordance with AWS D1.1 criteria on the following: 1.) Bar joist fillet welds at Roof Level Grid A-D 1-6. No discrepancy noted SER:Clark Engineering Mr.Cory Casperson List tests performed: Visual •Are there any discrepancies noted from this day's observations? No •Are there any outstanding discrepancies on this project? No -If yes,see attached Summary Sheet. • Report Discussed with and Given to Contractor? Yes Report Emailed to: dmartin@braunintertec.com ccasperson@clark-eng.com ckohler@rjryan.com 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: Graham Dan I.D.No.: 1054095 518152 BRAU hi 6.32.4 Rev.1 Issue:6/23/15 I NTERTEC Special Inspection Daily Report City of: Eagan, MN. Page 1 of 1 Report No.: Structural Steel#2 Observation Date: 10/17/2016 Project Name: Central Park Commons Project No.: B1501149.00 Project Address: Braun Intertec PM: Dan Martin Client: CSM Corporation Client Project No.: Building K Weather: Partly Cloudy Temperature: 60 °F Frequency Inspection Coverage (Notes) Periodic Steel construction Daniel P.Graham Did the architect or engineer authorize changes to approved plans? No (If yes,list details below) Description and location of work performed: Visual weld observations were performed in accordance with AWS D1.1 criteria on the following: 1) Puddle welds and side lap fasteners at Roof Level Grid A-D 1-6 per 5002K notes. No discrepancy noted 2) Deck support angle fillet welds at Roof Level Grid A-D 1-6. No discrepancy noted 3) A325 3/4"tension control bolts at Roof Level Grid A-D 1-6. No discrepancy noted 4) Moment plates at top and bottom beam flanges at Roof Level Grid A-0 1-6 sheet 5401K. No discrepancy noted 5) Anchor bolts at Foundation Level grid A-01-6 plies In direct contact with full nut engagement present. SER:Clark Engineering Mr.Cory Casperson List tests performed: tl Visual •Are there any discrepancies noted from this day's observations? No •Are there any outstanding discrepancies on this project? No -If yes,see attached Summary Sheet. • Report Discussed with and Given to Contractor? Yes Report Emailed to: dmartin@braunintertec.com ccasperson@clark-eng.com ckohler@rjryan.com 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. Graham, Dan Signed: L.D.No.: 1054095 S1&52 6.32.4 Rev.1 Issue:6/23/15 BRAUN I NTERTEC Special Inspection Daily Report City of: Eagan,MN. Page 1 of 1 Report No.: Structural Steel#3 Observation Date: 11/16/2016 Project Name: Central Park Commons Project No.: B1501149.00 Project Address: Braun Intertec PM: Dan Martin Client: CSM Corporation Client Project No.: Building K Weather: Sunny Temperature: 45 F Frequency Inspection Coverage (Notes) Periodic Steel construction Daniel P.Graham Did the architect or engineer authorize changes to approved plans? No (If yes,list details below) Description and location of work performed: Visual weld observations were performed in accordance with AWS D1,1 criteria on the following: 1) Tube steel kicker fillet welds at Roof Level per detail 1/S404. No discrepancy noted 2) Hexhead bolts at Roof Level per detail 1/5404 plies in direct contact with full nut engagement present. List tests performed: Visual •Are there any discrepancies noted from this day's observations? No •Are there any outstanding discrepancies on this project? No -If yes,see attached Summary Sheet. • Report Discussed with and Given to Contractor? Yes Report Emailed to: dmartin@braunintertec.com ccasperson@clark-eng.com ckohler@rjryan.com 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: - Graham, Dan I.D.No.: 1054095 S1&52 BRAII/N 632.4 Rev.1 Issue:6/23/15 INTERTEC Special Inspection Daily Report City of: Eagan, MN. Page 1 of 1 Report No.: Structural Steel#4 Observation Date: 12/16/2016 Project Name: Central Park Commons Project No.: B1501149.00 Project Address: Braun Intertec PM: Dan Martin Client: CSM Corporation Client Project No.: Building K Weather: Sunny Temperature: 5 *F Frequency Inspection Coverage (Notes) Periodic Steel construction Daniel P.Graham Did the architect or engineer authorize changes to approved plans? No (If yes,list details below) Description and location of work performed: Visual weld observations were performed in accordance with AWS D1.1 criteria on the following: 1) Plate extensions to tube steel fillet welds at Sun Shades. No discrepancy noted List tests performed: Visual •Are there any discrepancies noted from this day's observations? No •Are there any outstanding discrepancies on this project? No -If yes,see attached Summary Sheet. • Report Discussed with and Given to Contractor? Yes Report Emailed to: dmartin@braunintertec.com ccasperson@clark-eng.corn ckohier@rjryan.com 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. Graham Dan Signed: I.D.No.: 1054095 518452 PCYvl 18-0611 / For Office Use � Permit#: "13g7 EAGANPermit Fee: 61 g. 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 09 � ) Date Received: oZ SLI I (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 Staff: buildinginsgections( cityofeagan.com 2018 COMMERCIAL PLUMBING PERMIT APPLICATION El Please submit two(2)sets of plans with all commercial applications. Date: 2/6/18 Site Address: 3325 Central Park Village Tenant: Comcast-Xfinity Store Suite#: 100 Property ,, itestPkOwner Name: ✓l-r"�C10,-N5 i C4,4))L & Phone: Name: Yale Mechanical LLC License#: 059978-PM Contractor V ' Address: 220 West 81st Street City: Bloomington State: MN Zip: 55420 Phone: 952-884-1661 Email: accounting@gmail.com y' New Replacement Repair _Rebuild I Modify Space Work in R.O.W. pe of Work — Description of work: N t 6% A"C/Tf/L. 5 oC.i t`l'•J C ` :_ moKomaisiow COMMERCIAL New Construction Modify Space Irrigation System( yes/ no)( RPZ/ PVB) • Rain sensors required on irrigation systems rtl'1it t, • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 _ _ Avg._GPM High demand devices?_Yes_No Flushometers Yes No COMMERCIAL FEES �� a � ._ ... . . m .. —. .. Contract Value$ �_ - --, x.01 $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit(includes State Surcharge) _$ Permit Fee _$ / — CD Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million,please call for Surcharge =$ TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge =$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at WPM.cl tvofeaaan,com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate;that the work will be• onformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not to s rt out a p rmit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. 04 x Paul Mason xj4,•- Applicant's Printed Name Applicant's Signature ;Ipo.oticipsetiostlsasws,k,„mt-NaomKmrofatttz._.L..mroiiett':Br .„1.1. „axe oL.wmmsnqosgcaz=�. .'`^�..�. `t. rteiMMVeeaRiE! Required i�tions inter r nd RdaOtnt r T`� est r . �a ms.:... M r Siz m, o i koa m .�. �w a -- Page 1 of 3