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3380 Central Park Village Dr Use BLUE or BLACK Ink L � ,�� For Office Use Permit#: / ( I A t Cl of E d I I Permit Fee: ��` , 3830 Pilot Knob Road I I Eagan MN 55122 I Date Received: Phone: (651)675-5675 , I Fax: (651)675-56�9�4 Staff. ---------------- 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: 4/22/2016 site Address: 3380 Central Park Village Drive, Eagan, MN Tenant Name: Spec Retail / Building P2 (Tenant is: ✓ New/ Existing) Suite#: Former Tenant: N/A Name: CSM Corporation Phone. 612-395-7030 Property Owner 500 Washington Ave. S., Ste. 3000, Minneapolis, MN 55415 Address/City/Zip: Applicant is: Owner Contractor Tape of Work Description of work: Construction of new building within Central Park Commons Construction Cost: $450,000. Name: R.J. Ryan Construction, Inc. License#: 291031 Contractor Address. 1100 Mendota Heights Road City: Mendota Heights State: MN Zip: 55120 Phone: 651-681-0200 Contact: Aaron Waller Email: awaller@rjryan.com Name: Robert Lucius, RSP Architects Registration#; 14066 Arc Mew Engineer Address: 1220 Marshall Street NE City: Minneapolis State: MN zip: 55413 Phone: 612-677-7100 Contact Person: Robert Lucius Email: Licensed plumber installing new sewer/water service: NuAh 1"i #: // ,,-)' 86-7- 3'66") MOM Plans and supporlhng docurnmtts&a€you submit we conskl1lerodto bepubft knWwgoa. P orft s of Me information maybe classified as nan- uubific if you provif spec rasrns t+ fd pen»lt the Cftyy.to coachtds that are fade secrets. 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.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 be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Aaron Waller Applicant's Printed Name Applicant's Signature Page 1 of 3 3 � DO NOT WRIJ19CK TE BELOW THIS LINE 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 Occupancy A •7, MCES System _ Plan Review Code Edition U/5•M,BG SAC Units (25%_100%a"") Zoning ;'{ City Water ✓ Census Code Stories / Booster Pump #of Units Square Feet ZS 3 G PRV #of Buildings +/ Length 3 3 Fire Sprinklers Type of Construction Width 4 REQUIRED INSPECTIONS v Footings(New Building) Sheetrock Footings(Deck) ✓' Final/C.O. Required Footings(Addition) Final/No C.O. Required w` Foundation Other: Drain Tile Pool: Footings _Air/Gas Tests Final v` Roof: V Decking !Insulation _Ice&Water ','/Final ✓' Siding:_Stucco Lath _Stone Lath ✓"Brick Framing Windows Fireplace:_Rough In _Air Test —Final ,Retaining Wall V Insulation ter Erosion Control Meter Size: Concrete Entrance Apron Final C/O Inspection: Schedule Fire Marshal to be present: v'r Yes No Reviewed By: �Afy4- , Building Inspector Reviewed By: P _, Planning COMMERCIAL FEES Base Fee il M . 73~ Storm Sewer Trunk Surcharge 225'•^0 Sewer Trunk Plan Review =t O.V1-$1 Water Trunk MCES SAC Z46S. " Street Lateral City SAC 6l • ' Street S&W Permit&Surcharge Water Lateral Treatment Plant 2-•"« Other: Treatment Plant(Irrigation) Park Dedication Trail Dedication Water Quality TOTAL: Page 2 of 3 MCES USE:Letter Reference: 160420A4 Address ID:704362 Payment ID:392456 Date of Determination:04/20/16 Determination Expiration:04/20/18 Greetings! Please see the determination below. Project Name: Central Park Commons Building P2 Project Address: Yankee Doddle/Pilot Knob 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): 2219 sq.ft. @ 3000 sq.ft./SAC=0.74 Total Charge: 0.74 or 1 minimum Credit Calculation: none Total Credit: none Net SAC: 1 -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: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 390 Robert Street North 1 St,Paul,MN 55".011-1805 METROPOLITAN C 0 U N C f t For Office Use �j RECEIVED Permit#: / �3c E AG /1k N DEC 17 2019 CC Permit Fee: �'�".► Staff: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 r Payment Recvd: Ye No (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Email: buildinginspectionsCa�cityofeagan.com ons:) Electronic _Paper Plan Submittal: eplansAcitvofeagan.com 2019 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email,CD or flash drive Date: 12/13/19 Site Address: 3380 Central park Village Dr Tenant: Piada Italian Street Food Suite#: Property{- Owner Name: Phone: Name: Commercial Plumbing & Heating, Inc. License#: PC643117 Contractor Address: 24428 Greenway Ave City: Forest LakeState: MN Zip: 55025 Phone: 651-464-2988 Email: mwisgerhof@cpandh.com New Construction ✓ Adr Modify Space Replacement Repair Rebuild Work in Right-Of-Way Description of work: Type of Work Irrigation System( yes/ no)(V RPZ/ PVB) • Rain sensors required on irrigation systems • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meter Required—Call Utilities at(651)675-5200 to verity tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 Average GPM High demand devices?_Yes_No Flushometers_Yes_No COMMERCIAL FEES Contract Value$ x.015 $60.00 Permit Fee Minimum $ 60.00 $60.00 PVB/RPZ Permit(includes State Surcharge) Permit Fee $ Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million,please call City for Surcharge $ 60.00 TOTAL FEE The following fees may apply when installing a new lawn irrigation system or $ Water Permit connecting a new water service. $ Treatment Plant Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Meter Fee $ Radio Read $ State Surcharge $60.00 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 www.cityofeagan.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 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 r'Y" e xo s_A o Applicant's Printed Name Applicant's Signature Page 1 of 4 FOR OFFICE USE Approved By: Date: Required Inspections: _Under Ground..: Rough-In Air.Test.._Gas Test Final PRV Required:_Yes.... ..No'. Meter Related Items: Meter Size Radio Read . . Manometer . Staff: Page 2 of 4 � Zm N J � a O N O N J z� m III OVOl18ONN 1 lid in�� —�N _ 1 •fir S a I C6Y�W • ��W ' g�a � o . � ♦ �� r I �� o oos 5 \ I CL 11 ^a �o Cl) >_ <= oy l 1 t ( I a O —— V Cl) r wNK II` LU Q CL Q w I I < ''; •[ \\ W N 111 or .I I U d O Q I- WOO // 4wuo®nsi AVMNUVd H1N35 8 N � Q o W O Z1 K �h 2' oU, uW Y Z a° Z i8 QQ KQ / WN W tr IN, Z i I 'ZI CL HIM Will INIA A- 'J� El 0 El Cl 0 coo 00000 .7 7Z City of Eapil 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 2015 b1.6-ck- w (1/4,4 •E-c,,d iir.ZU Pfl/tmb J Use BLUE or BLACK Ink For Office " Permit;. /3s So Permit Fec . /I Ig/3,C) Date Received: g-- & Staff: ERMIT APPLICATION Date: 8-3-16 Site Address: i Please submit two (2) sets of plans with all commercial applications. A4 -- Central Park Commons Drive -'t Building P2 Suite :r ` beg - Tenant: Name: Phone: Address / City / Zip: Name: Voss Utility & Plumbing License #: PC000306 Address: PO Box 240 City: Hanover State: MN Zip: 55341 Phone: 763497-4577 Contact: Steven Voss Email: vossup@comcast.net V New Replacement Additional Alteration Demolition Description of work: Plumbing for Shell Building NOTE:, Root C id. Please e rnounted and ground niourded'tneott t the chart Insttector RESIDENTIAL Furnace Air Conditioner Air Exchanger Heat Pump Other I et. L p e t abed to tfsraio n etttedir New Construction COMMERCIAL Interior Improvement Install Piping Processed Gas Exterior HVAC Unit Under/Above ground Tank ( Install / Remove) d by City toils.' RESIDENTIAL FEES 1 $60.00 Minimum Add or alteration to an existing unit (includes $5.00 State Surcharge) $100.00 Residential New (includes $5.00 State Surcharge) COMMERCIAL FEES $55.00 Permit Fee Minimum $70.00 Underground tank installation/removal *If contract value is LESS than $10,010; Surcharge = $5.00 '*If contract value is GREATER than $10:010, Surcharge = Contract Value x $0.0005 **If the project valuation is over $1 million, please call for Surcharge = $ I 1q,1'Q TOTAL FEE TOTAL FEE Contract Value $ 27,800.00 $ 278 00 x .01 Permit Fee = $ 13.90 Surcharge* 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 wit 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 Applicant's Signature FOR OFFICE USE Required Itis t Underground Test HVAC Date: �j IrA„�o a CityofEaaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 cke-ck .lece� .'`'ED SEN 0 12016 Use BLUE or BLACK I!nk For Office Use Q` /� Permit #: / �SZ-D O� Permit Fee: :ge' o` [ Date Received: - -� `P Staff: 2016 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Tenant: KO Site Address: 3-5%® Ccc, TesfAA pexik 0 I L . Cte.\-reA (y.rK -'&3;1 A,� Aa 4.1div Suite #: Name: Phone: Address / City / Zip: Applicant is: Owner Contractor Description of work: Construction Cost: Estimated Completion Date: Name: G DCUceC License#: C Oto Address: SOOO c,✓1 Crvi I)� ('z State: INW Zip: S-5) j 7 Contact: .)05\-" ems^ FAIRE PERMIT TYPE /( Sprinkler System (# of headsa-\ ) Fire Pump _ Standpipe Other: City: 1--.):1-1) L CA�ac`o` Phone: (051 -771 — c'6-7 Email: 405\ -or) LScgDC `ft tO✓`, WORK TYPE %'d 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 $ S 1 Le) x .01 _ $ GO . �0c 0 Permit Fee .$ J . IU Surcharge _ $ Co ,1 c?) TOTAL FEE 3/4" Fire Meter - $280.00 Fire Meter = $ 41i -11c tj TOTAL,., **Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be 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, bio. 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. r5 tV\ Applicant's Printed Name 1 4111!0/ Cityofaali 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Crtl 10 n/q ii 5 r Use BLUE or BLACK Ink For Office Use CA Permit #: / I Permit Fee: (0 (2 °-5-0 I Date Received: o'7 / 7, Staff: 2016 MECHANICAL PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Site Address: C (141e /4- I l x /, f 1 -_5� Date: Tenant: Suite #: {-.3. Name:Phone: + Address / City / Zip: c..707t Name: License #: Address: 1 cA-1,0)aAa City: __. State: 1VV*0 Zip: S53 1 Phone: (off ..1)0 " 4 L[ ) -7" � C .� Email: ATC°-�'7e2 `o Qo1, C''^v\ Contact. �.� New Replacement Additional Alteration Demolition Description of work: • c+ 11' .1` �- e M r d. ro nd mo ii ®. e al u is e ® d to creened i ct1t Pi c an al Inspector mor t anon ®-screening t Oode. Ieas>e contact t 1ri11#Type M - RESIDENTIAL Furnace COMMERCIAL New Construction Interior Improvement Air 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 includes State Surcharge Surcharge = $ TOTAL FEE $100.00 Residential New, COMMERCIAL FEES $60.00 Permit Fee Minimum Contract Value $_ � : x .01 = $ Permit Fee $70.00 Underground tank installation/removal Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge = $ 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 cae of work which requires a review and approval of plan,. Applicant's Printed Name Date: CityofaaR 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 lo -2r- (6, 14-' c.1� QC' 312016 Use BLUE or BLACK Ink 1 For Office Use Permit #: Permit Fee: ---7513)-o0 Date Received: 0-3/ / Staff: 2016 MECHANICAL PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Site Address: 3380 CENTRAL PARK VILLAGE DR Tenant: CPC BLDG P2 J211.691 Name: Phone: Suite #: Address / City / Zip: Name: MODERN HEATING & AIR CONDITIONING License #: N/A Address: 2318 FIRST ST NE City: MINNEAPOLIS State: MN Zip: 55418 Phone: 612-781-3358 Contact: JIM TURPIN New Replacement Email: JTURPIN@MODERNHTG.COM Description of work: Nrtt.' 24u_ Additional Alteration Demolition RESIDENTIAL Furnace Air Conditioner Air Exchanger Heat Pump Other COMMERCIAL New Construction Interior Improvement Install Piping Processed Gas Exterior HVAC Unit Under/Above ground Tank (_ Install /_ Remove) RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit, includes State Surcharge $100.00 Residential New, includes State Surcharge = $ TOTAL FEE J COMMERCIAL FEES $60.00 Permit Fee Minimum $70.00 Underground tank installation/removal Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge Contract Value $ 24,000.00 _ $ 240.00 = $ 12.00 = $ 252.00 x .01 Permit Fee 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 JIM TURPIN Applicant's Printed Name - LVA L,Li A10 , t Use BLUE or BLACK Ink it-'- For Office Use 1 City of Raaafl . . Perrng# / L)' ) 3830 Pilot Knob Road FEB 0 2 2017 Permit Fee: , Eagan MN 55122 Phone:(651)675-5675 Date Received: o2_o�_ Fax:(651)675-5694 Staff: J 2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION v`OC 1 -2� -'L1 3 ' i �� Date: 4 / Via, f �. ' �//-- Site Address: � ��( �� Tenant: p‘Uf�GI t,'00 :±t.Vct°& f` f Suite#: Name: Phone: Property Owner Address/City I Zip: t Applicant is: Owner Contractor Type of Work Description of work: ' O �, Q 9?. "J S 4 Construction Cost: Estimated Completion Date: Name: Service Fire Protection C081 License# IAddress: 340 Pondridge Circle Wayzata Contractor; Crty- State: MN Zip: 55391 Phone: 952-591-9200 Contact Karen Email: servicefire@comcast.net 9 FIR ERMIT TYPE WORK TYPE Sprinkler System(#of heads 2) ) _New Addition _Fire Pump Standpipe ' Alterations i emodel —Other. Other. Dirp,/, RIPTION OF WORK: Commercial _Residential _Educational I EES 1 $60.00 P rmit Fee Minimum .Contract Value$ d b x.01 - arge=Contract Value x$0.0005 =$ (a6. 6(:) Permit Fee If the project valuation is over$1 million,please call for Surcharge =$ / Surcharge $100.00 Residential New(includes State Surcharge) _ /--$ TOTAL FEE 3/4"Fire Meter-$290.00 =$ Fire Meter =$ (.(/. 9&l- 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 C.:..;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 cc ordan..'-with the approved plan in the case of work which requires a review and approval of plans. Karen Lone Applicant's Printed Name x i t App cin" Si"�t - •FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flew Alarm Drain Test j1ough In hip Pump Test Central Station Conditions of Issuance: Permit Reviewed by: Date: 1 '// 401 Y . Use BLUE or BLACK Ink Otil Pf i ( For Office Use City of Eaaafl % /Permit#: � � Permit Fee. 1 4• 3830 Pilot Knob Road Eagan MN 55122 12i'ill(P Phone: (651) 675-5675 Date Received: ,IL Fax: (651)675-5694 Staff: r/�7 3 D .,+ I fo,k tJ.i(� it . , 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: 12/8/2016 Site Address: , MN 55121 Tenant Name: PIADA Italian Street Food (Tenant is: ✓ New/ Existing) Suite#: Former Tenant: N/A VattenagiatiMerilr at PIADA Italian Street Food (312) 515-3375 f F Name: Phone: q;gfa:ctRkMNSMIS Property Owe Address/city/zip: 1440 King Ave, Columbus, OH 43212 t14� ff� V A r ; Applicant is: 1 Owner Contractor -fti,,Tameentenni.i. Tenant interior finish for PIADA Restaurant Wer ,, *= Description of work: Construction Cost: 100000 2 g// e� `— _ �� Tech Builders Name: License#: 11 416 Do WM tow Lek City: 'C—' Address: 1V P Z� A-( f2 fHfl�! lU of M :o tra for fri C_6[.�si561•z- 4•LSg8 %� 'fwd£gym, Smpa.ofteltate . N •Zip: 6 3 I Phone: Dffll�14 567. 235• SSBI X. 2-35 'llikm f f t �� Scott Thate scott@techbuildersinc.com Contact: Email: littiVaiaitaNitgl l: . CASCO 50444 t mF v Name. Registration#: eettros 4z 4 Address: 10877 Watson Road city: St. Louis Archisom"ii ee Atm A State: MO Zip: 63127 Phone: (314) 560-6276 Contact Person: Frank Evans Email: fra.nk.evans cascocor .com plaid Cd4caCorp•cevv. Licensed plumber installing new sewer/water service: Phone#: kft1('OTE:Plan . ., . e s t .* }�*�yI , ` cconsidered tori $_ •.! . (r 1-1 . '; om�o-m e 4 $ � ; ' •" �l' if you S f d . t '^t i X.f.8 {t F 3 i :i3e R ff :�...,=.. c''`c :' "lwtis k"#, 4 Mfr e.1 :.. d t''1 .., r'o ,. i.., : tk ,�."_: i 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.00pherstateonecall.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 appli .tion 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 w, which requires a review and approval of plans. x Lynsey Jordan j Applicant's Printed Name pp'•.nt's Sign.� e Please forward all corresponence to Lynsey Jordan at Page 1 of 3 330-524-3113 or Ijordan@permitsolutio� ohio.com e,-6; / .:f- - 1441 ; - a 0.466 Vel DO NOT WRITE BELOW THIS LINE /`70 q SUB TYPES _ Foundation _ Public Facility _ Exterior Alteration—Apartments VCommercial I Industrial _ Accessory Building _ Exterior Alteration—Commercial Apartments _ Greenhouse I 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 261 $4004%-4-- Occupancy A • Z MCES System Plan Review ✓ Code Edition "2-6/5-Need SAC Units ,17r (25% 100% ✓f) Zoning ,-;r1 City Water Census Code Stories / Booster Pump #of Units U Square Feet PRV #of Buildings / Length Fire Sprinklers Type of Construction Zr-' 8 Width REQUIRED INSPECTIONS Footings(New Building) f Sheetrock Footings(Deck) ✓ Final I`C.O:Required Footings(Addition) Final I No C.O. Required Foundation Other: Drain Tile Pool: Footings _Air/Gas Tests _Final Roof:_Decking Insulation Ice&Water Final Siding: Stucco Lath _Stone Lath _Brick .//Framing Windows Fireplace: Rough In Air Test Final Retaining Wall ;/ it71•001/4, A •ism i1.7—P1AN Insulation Erosion Control Meter Size: Concrete Entrance Apron Final C/O Inspection:ioSchedule Fire Marshal to be present: V Yes No Ci Reviewed By: ,6 , Building Inspector Reviewed By: Z,„," , Planning COMMERCIAL FEES Base Fee ZI 1 Z•�c Storm Sewer Trunk Surcharge I • 3-0 Sewer Trunk Plan Review /j 3f2-.79 Water Trunk MCES SAC /Li, 'i/0, 00 Street Lateral City SAC �6�I.op., Street S&W Permit&Surcharge ___ Water Lateral Treatment Plant 3.�c)-'��}}E% Other: Treatment Plant(Irrigation) Park Dedication Trail Dedication q Water Quality TOTAL: , ' c Page 2 of 3 MCES USE: Letter Reference: 161227A7 Address ID:708955 Payment ID: 398465 / 77 7. Date of Determination: 12/27/16 Determination Expiration: 12/27/18 GrPetings! Please see the determination below. Project Name: PIADA Project Address: Central Park Commons Drive Suite#/Campus: Building P-2/Central Park Commons City Name: Eagan Applicant: Lynsey Jordan, Permit Solutions Inc. Special Notes: The original letter for this determination was dated 12/22/16, letter reference 161222B5. The City will be charged SAC as determined below, instead of the units previously assigned. The redetermination is based on revised plans. Charge Calculation: Indoor Seating: 58 seats @ 10 seats/SAC=5.80 Outdoor Seating: 52 seats @ 10 seats/SAC x 25%= 1.30 Total Charge: 7.10 Credit Calculation: 3380 Central Park Village Dr (SAC 7/16) = 1.00 Total Credit: 1.00 Net SAC: 6.10 —or— 6 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 er Administrative Specialist Please visit our SAC website by going to: http://www.metrocouncil.org/SACprogram Robert Street North I St.Paul, MN 55101-1805 , none 651.602.1000 I Fax 651.602.1550 I TTY 651.291.0904 I metrocouncil.org M.pTRO O UN GITAN C An Egaal C_ipportunity Er ow, Craig Novaczyk From: Lynsey Jordan <Ijordan@permitsolutionsohio.com> Sent: Thursday, February 02, 2017 8:53 AM To: Craig Novaczyk Subject: RE: Proposed Piada Italian Street Food project @ 3380 Central Park Village Dr. - Eagan MN Craig, Please see below for construction cost estimates: Building: $150,000 Plumbing:$61,000 Electrical: $38,000 Mechanical: $32,000 Thank You! LYNSEY JORDAN PERMIT SOLUTIONS, INC. 175 S.THIRD ST. SUITE 170 COLUMBUS, OH 43215 330-524-31 13 WWW.PERMITSOLUTIONSOHIO.COM From:Craig Novaczyk [mailto:CNovaczyk@cityofeagan.com] Sent:Wednesday, February 1, 2017 11:16 AM To: 'Lynsey Jordan'<liordan@permitsolutionsohio.com> Subject: RE: Proposed Piada Italian Street Food project @ 3380 Central Park Village Dr.-Eagan MN That will do nicely Lynsey,thank you. I need one more question answered. What is the total cost of construction when you include the Building, Mechanical. Plumbing, and Electrical costs? Please call me or email me the amount when you have a chance. Craig From: Lynsey Jordan [mailto:Ijordan©permitsolutionsohio.com] Sent: Wednesday, February 01, 2017 8:56 AM To: Craig Novaczyk Subject: RE: Proposed Piada Italian Street Food project @ 3380 Central Park Village Dr. - Eagan MN Hello Craig, I hope you are having a nice week! 1 ifZ-4267/ 'We have received updated plans and two full size hard copies will be sent to you overnight for review along with Comchecks and a response letter. I have attached the response letter and comchecks to this email as well. Please note, there were also additional changes made to the plans based on decisions made by PIADA and their contractor. All the changes are listed in the attached Addendum 1 letter. If you have any questions, please feel free to contact me. Thank You, LYNSEY JORDAN PERMIT SOLUTIONS, INC. 175 S.THIRD ST. SUITE 170 COLUMBUS, OH 43215 330-524-3113 WWW.PERMITSOLUTI ONSOHIO.COM From:Craig Novaczyk [mailto:CNovaczyk@cityofeagan.com] Sent:Wednesday,January 18, 2017 10:22 AM To: 'Ijordan@permitsolutionsohio.com'<ljordan@oermitsolutionsohio.com> Subject: FW: Proposed Piada Italian Street Food project @ 3380 Central Park Village Dr.-Eagan MN From: Craig Novaczyk Sent: Wednesday, January 18, 2017 9:20 AM To: 'scoff@techbuildersinc.com' Cc: 'frank.evans@cascocorp.com' Subject: Proposed Piada Italian Street Food project @ 3380 Central Park Village Dr. - Eagan MN Scott, We have started our building permit plan review for the above mentioned project. Please provide the following required submittal documents/information so that we may complete our review: 1. Provide completed Energy Code compliance forms for Lighting and Service Water Heating. Because the Building Envelope compliance forms were completed using ANSI/ASHRAE Standard 90.1—2010,all other Energy Code compliance shall be calculated using that format. Here is a link to our website for accessing the necessary ANSI/ASHRAE forms http://www.cityofeagan.com/building-inspections/permit-handouts#commercial 2. The number of indicated seats in the patio dining area exceeds 49 (52 shown).Therefore,there shall be two exits required from the patio dining area. Both exits will have to be accessible. 3. Sheet E1.1 does not indicate the required illuminate exit sign above the required exit leading from the restaurant to the patio area. 4. Panic hardware is required on the egress side of the exit gate(s) leaving the patio area. 5. The water closet clear floor spaces within the toilet rooms shall comply with Section 604.3.2 of the Minnesota Accessibility Code (MAC). 6. The plumbing fixture counts specify a urinal being installed within the men's toilet room.The plans do not support that. 7. FYI,contractors will have to be named prior to issuance of the Mechanical and Plumbing permits. 2 /Per my phone conversation with Frank Evans(from Casco Corp)earlier this morning, permission was given for me to redline the plan sets concerning items number 5 and 6. No revision will be required for those items. Thank you in advance for your attention to these items, Craig Craig Novaczyk I Senior Building Inspector I City of Eagan41111111' City Hall 1 3830 Pilot Knob Road I Eagan,MN 55122 1(651)675-5683 1(651)675-5694(Fax)1 cnovaczvk(ilcitvofeagan.com 1J Q � Jj 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 To: Permits Page 2 of 9 2017-02-07 21:55:08(GMT) From: Ellen Earhart l� _ Use BLUE or BLACK Ink 41, For Office Use C-. 7. .r Q /41 / Permit#:. of n l lrh fi Permit Ree: (G'G ....—.- 3830 Pilot Knob Road Eagan MN 55122 FEB 0 7 2017 Date Received;. 2 1—17 Phone:.(651.)675.5675 Fax:(651)675-5.694 Staff: 2017 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date: 2/7/2017 Site Address: 3380 Central Park Village Dr., Building P2 K Tenant: rl cita4 Suite#: Name: _..._.Phone: Property Owner Address/City!Zip: • _..-.......___ .r Applicant'is: Owner Contractor - Installation of fire alarm system .Type of Work Description of work: :,_.,, 1081.00 3/31/2017 Construction Cost: Estimated Completion Date: _ Wellington Security SystemsT5000.657 y License#: Name: ' 5555 West 78th St., Suite H Edina Contractor Address: City: State: MN zip: 55439 Phone: 612-8.22-4094 Contact: Judith Schmeling Email:jschmeling@wellin:gtonsecurity�.com. 1.° New Remodel Work Type • Addition Other: ' Alterations • . DESCRIPTION OF WORK: it° Commercial Residential Educational FEESContract Value$1081.00 x.01 $60.00 Permit Fee Minimum _.$ 60.00 Permit-Fee Surcharge=Contract Value x$0.0005 =$ .5405 Surcharge` If the project valuation is over$1 million,please call for Surcharge $ 60.54 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 isnot 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. • w ,,,...L. re Applicant's Printed Name pl A� cent's gigna"1:u •FOR OFFICE USE iReviewed By _ ' as °Required Inspectioris;, RRough In Final Fire Alarm Test. . . .. c t%C Use BLUE or BLACK Ink ,r,(\, t Ci r'S For Office Use i f C.,, ,,,i City �i L� �� 7 Permit Fe L_ /e: I 3830 Pilot Knob Road . _ — � Eagan MN 55122 Date Received:- to .Ii 1 Phone:(651)675-5675 ----> I Fax:(651)675-5694 ,� / Staff: I 2016 COMMERCIAL PLUMBING PERMIT APPLICATION Please submit two(2)sets of plans with all commercial applications. • 1- f Date: 12/8/2016 Site Address: 333 rctrrtd, Eagan, MN 55121 C2.--(\°(-41 1 Ic v��tcge, ',r Tenant: PIADA Italian Street Food Suite#: \j r Property n Name: PIADA Italian Street Food Phone: (312)515-3375 itr 4 F1� +/ o Name: TBD 4 IGt al lo' `d Com' License#: ` I // � lam, jr `� �/'� C ntr bl' � " l U!t/��L�1./V GvCity:. U.'1i t � State:f/t�� Zip: �!� Addres. ametramat Phone: - - - Email: IarKplGt./✓>�I . 1 ,Q-t, 1 j. Y!)') RM �` e New Replacement _Repair Rebuild Modify Space Work in R.O.W. Description of work: Tenant interior finish for PIADA Restaurant r a COMMERCIAL New Construction Ni Modify Space th W- Irrigation System( yes/'/no)(_RPZ/ PVB) • Rain sensors required on irrigation systems Permitype • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) t- Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 ,,,..,,,z,,,,,,,,, owft-aff Avg.GPM High demand devices?_Yes No Flushometers_Yes_No COMMERCIAL FEES Contract Value$$30,000 x.01 $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit(includes State Surcharge) _$ Permit Fee =$ 15 Surcharge Surcharge=Contract Value x$0.0005 _$ 1� 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 =$ K. TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. A � 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 plans. x Lynsey Jordan x � . �� P0-1(-10,4A- Applicants Printed Name Applic is Sign re ' '-t =em .� � � o m � r . s ra f� * otforx -iv -. , > . .a .. f) 3rd �� =xx�� t . rikeM`-,._..h.. *M3 t ._ � .,.. t ✓,, e .Z`.e ..,^ 'uc TxW } ,`u- -,-,�. ..n a Page 1 of 3 Use BLUE or BLACK Ink 2016 SEWER AND WATER CONNECTION AND AVAILABILITY CHARGES EXISTING COMMERCIAL PROPERTY (if applicable) matingempLvassimigna Date: 12/8/2016 pJ FtCE IJSE ONLY . 7 w v PRvquitVgkr ` { t Property Owner: PIADA Italian Street Food � _��,,- € `" ,„, City - 1►Perm tam Address: 1440 King Ave,Columbus,OH 43212 Phone Number: (312)515-3375 Plumber: Contact Name: PILIfl bInySlt r It naMPeginaniaNUMWENIMiletaintekt111ATER Sewer Service Water Service Sewer lateral charge Water lateral charge Sewer trunk Water trunk City SAC @$110/unit Water supply storage MCES SAC @$2,485/unit Receipt#: , Date: Receipt#: ,.Date: Treatment Plant @$862.50/unit Permit Fee,including State Surcharge $65.00 Permit Fee,including State Surcharge $65.00 TOTAL: `Plumbing Permit Required—water meter to be acquired with building permit TOTAL: goswnoxtntVE.SSMOMMSSMnliti*atrWA*t*pUiptainittllagntosoma, Sewer Service Water Service _ Sewer lateral charge Water lateral charge Sewer trunk Water trunk City SAC MCES SAC Receipt# , Date Water supply&storage Receipt# , Date Treatment plant _ Permit Fee,including State Surcharge $129.00 *Plumbing Permit Required—water meter to be acquired with building permit TOTAL: Number of SAC units is determined by the Metropolitan Council Environmental Services(651) 602-1000. Sanitary Sewer Trunk Connection Charge applies if not charged sewer trunk by assessment in the past. 1-5 SAC units 1,915.50 per SAC unit r 6-10 SAC units 9,579.70 plus 445.00 per SAC unit over 5 11+SAC units 11,980.60 plus 178.00 per SAC unit over 10 Permit#: Permit Fee: Date Received: Staff: L Cc: City of Eagan Finance Department Page 2 of 3 ior Use BLUE or BLACK Ink& 7 *CityFor Office Usee / I �,i I U Eap 5 Permit#: / / C/>VAn Ai'd. c( 1 3830 Pilot Knob Road I,s Permit Fee: Eagan MN 55122 e9' •c,' 7 / 1c)" 1°1`i C3 � Phone:(651)675-5675 X'N Date Received: Fax:(651)675-5694 Cl r Staff: J 2016 MECHANICAL PERMIT APPLICATION Please submit two(2)sets of plans with all commercial applications.J Date: 12/8/2016 Site Address. gan, MN 55121 co,.,.,Ara=\ 'f t. ''1 L 1Jr PIADA Italian Street Food Tenant: Suite#: f . Name: PIADA Italian Street Food Phone: (312) 515-3375 # esI ent(O fner Address city/zip: 1440 King Ave, Columbus, OH 43212 -L TBD /- c1� '-rc1 Name: �' � l(.Q`�I /?�icense#: las=ritagiaNt Ct# >" Address g/Oeitlitaitigliitnict —Gly_�� ( • _City: _ 7��I r l' �1 ¢� W - State: '1I riA ZiIx —' -�'�, l i Phone: --`�K�� - Contact .p .t Email: Ci12.a44 �, coal n New Replacement Additional 1 Altera<tion aDemolition 44o � � � Tenant interior finish for PIADA Restaurant OOtiw< c Description ofwork ? Mt NOTE:*obI: ouna yr c , c`eityt t rde `� c eof lfn €o e s�e . aOvAvvitimobiazdtun , RESIDENTIAL COMMERCIAL met Furnace New Construction 1 Interior Improvement Air Conditioner Install Piping Processed :N44,4x4,44,%,,. .444,444444v404, Air Exchanger Gas Exterior HVAC Unit mma,oma _ ' _Heat Pump Under/Above ground Tank (_Install/ Remove) ' ., . 3 . "� .. 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$$60,000 x.01 $60.00 Permit Fee Minimum $70.00 Underground tank installation/removal =$ ADO Permit Fee =$ .3G Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million,please call for Surcharge =$ X30 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 Lynsey Jordan ;�, :v. N.4 1. x .s� 7tu�ci(,A "f j,�- Applicant's Printed Name App' iY1I's Signe cure FOR �E , t,o ' t c a ¢e �r t o As s ,,--,,t,---„,,, ,,,„„,,,„,„,w,,„*„.; ` ems, `f £ a x it, ;i ti l 4 a y,�" �,e"'s"', .c�eittni �:iS i-A .`e�-'� :, $ ''r';''.11,107: 's 3091 ".x; .f ,gt r .:2,11-Mir,!''' ns,�!'' t fi ,s :�,` s r` -.71:',.:A,,.��` : "a `` ,.. z €; 4 F s ; .. -".t.,., - ..�.."��, ., ''. ,d�, ..-=. `.,*. d r x--:14-4,4t1 94,,,,-,„744.4-,A*,5 `.'d ,-` Ch c lK c'' Use BLUE or BLACK Ink -i1 - For Office U/sse/ City Permit#: / //��,‘" Permit Fee: /..!,-16-60 3830 Pilot Knob Road 'S''''/ .-/- _,_., �/~ , Eagan MN 55122 RECEIVED Date Received: -� �' Phone:(651)675-5675 Fax:(651)675-5694 MAR 1 6 2017 Staff: Pli"- , 2016 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 3/7/2017 Site Address: 3380 Central Park Village Dr Tenant: Suite#: 1 ' a = 1(-l15 1!- r i ,.iL aIi„IaFiY atf'td �6 ifp7na .;. z 1 t '�� %1it 1tw £ teet bl�hg "ce xA- ` � Mi`{ _ � e QPd� fld -4 ;S , tiedh A Vi £ ,i,,,a - ' ,,'C � +£ •4111,9211,420..„,;.„ +luu _ n t w� 1 , „ i� ii 'oP !" ' 0 ry`f I o n 6i vs ,�,y��C " k A7 x ® E w{ itIE 4f � t $dv §' s ` .� • 41,,„.,,.„-,_,,-,,-,m4.,v.,...„„•,:.-„•_•,•-•-, 44-41, ____-, ____rs-d . nre � aa " °e v , tyiy -i 9 rt* i rfit ' � P "+ IiNSoC $ q fi ,,#,, a ,;: tn _ 4° d v. A _ i1 � r f :01.111111.111111111.11 11ry� WGn' 1 � n �, •v---,,,,441114:,,!„,.,A„:,„,03.374:4414,,,„..!,., vf " _ ? � iiw�i k' 191 , �t�Wgtfigizz �d, (a�� , ryjlMi3qi1 ,t(g d as ta� , isld1d11;,10112%.,,,,,. l , 1 • _9.aAja `„ �if Ailh,otr. E v1 ,c9, , - u"iY i,r i '� AR ' _ , Lmd { ;x7 h d i - Ytfty gW t77) _ i .k � 1t� S Cgi ,, t 9 L 1i ,Iami f te+ gig;;,,_ �G � , X©nS• A5t ' 9Y9ui1g Y A ;pg iS W Mlity^1 - >ne 1WR 1 Q,4mho � , . s 1, - ti I ;t a � vIIA � i * ;ui4s, P t ' Ii v�1r 41/ y:' uiC1Uc P �• . s (Ji !,; '!'; 114Elb a$11,6",n,:',1-!';'''''''''''''''''''' � A �� (� 1( �� t�30 ' i �-` 7,,:;•:,-11,4711M11,,14,4 x „ , --,„, Ragial. alp ._fl`A .d. . ?a ,ih11 �1 _ d Use BLUE or BLACK Ink EapllFor Office UUsee/\ 7 J(j Uf Permit#: / -/c' !/ S ,qJY1 Permit Fee: LIgS-`0 6 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone:(651)675-5675 Fax:(651)675-5694 Staff: 2017 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all corn ercial applications. Date: 5-15-17 Site Address: Central Park u.....•Dr Tenant: Building P2 Suite#: Pr©perty , owner Name: Phone: Name: Voss Utility&Plumbing License#: PC000306 Contractor Address: PO Box 240 City: Hanover State: MN Zip: 55341 Phone: 753-497_4577 Email: vossup@comcast.net Yp . ofWork _New _Replacement _Repair _Rebuild _Modify Space _Work in R.O.W. Description of work: COMMERCIAL X New Construction Modify Space J 6/ • Irrigation System(_yes/_no)(_RPZ/_PVB) II • Rain sensors required on irrigation systems CO Permit Type Avg.GPM (2"turbo required unless smaller size allowed by Public Works) "tz S 7d. Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. Domestic:Size&Type 1" Fire: 1 Avg.GPM High demand devices? Yes_No Flushometers_Yes_No COMMERCIAL FEES Contract Value$ x.01 $60.00 Permit Fee Minimum 60.00 I $60.00 PVB/RPZ Permit(includes State Surcharge) _$ Permit Fee _$ 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 $65.00 Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant t r $ Water Supply&Storage $ 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 ` \�.� Applicants Printed Name Applicants Signature FOR OFFICE USE Approved Required Inspections: Under Ground Rough-In Airlest _Gas`Test Final PRV R -.---:� . 4 4 4 Meter Related Items;. Meter Size Radio Read Manometer 'Staff,- • Page 1 of 3 /6/5Fleck 716 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 4~. �G�/zSe• Brent has approved the following Six 1" irrigation meters (147 For: 3325 9nq . 0 r 3345 y(�P7it QiL�y. Z- 0 ` b0 4;64.1e 3340 � 7j etcfij • l �0 rn64 ' 3360'1(0 7/3 *. 3365 7/yiAi 1' .-- S 380 Central Park Village Drive-1407/S- "2" y 4s'�•6 x .417,17 Size of meters: . `- • . eve Voss 763-497-4577 471>17 0 (A) .' (c (16' - Meters will be housed: inside cz. eD ,e -3('W 6 6-11t13%(.4 CZ 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 0700-1530 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 %" 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 bmassmann@cityofeagan.com From: Aaron Waller [mailto:awaller(arjryan.com] Sent: Thursday, May 11, 2017 2:31 PM To: Brent Massmann; James Hauth 1 At' If /37311 33g0Pry jib 61 A Structural Steel Special Inspection Final Report Central Park Commons—Building P2 NE Corner of Pilot Knob Rd and Yankee Doodle Rd Eagan, Minnesota Prepared for p CSM Corporation Project B1501149.00 RAU N May 22, 2017 BBraun Intertec Corporation ' TE RTES The Science Yon Build On. B R A Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 i` ,TE RTEC Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. May 22,2017 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 P2 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 P2 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-made welded connections was conducted in accordance with the requirements of AISC 360,Chapter N,Section 5.4,the current AWS D1.1, and project plans and specifications. AA/EOE CSM Corporation Project B1501149.00 May 22, 2017 Page 2 Column Anchor Bolts Column anchor bolts were observed to document they were in place and that nuts were installed,fully engaged, and snug tight.The base plates were observed to document they were in full contact with the adjoining surface. Tension-Control Bolted Connection Tension-control bolted connection observations were conducted in general accordance with the AISC 360, Chapter N,Section 5.6. We observed and documented that bolt holes were filled, correct bolts were used, nuts were fully engaged,and 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. Threaded-Through Bolt Connection Threaded-through bolt connection observations were conducted in general accordance with the AISC 360, Chapter N,Section 5.6. Observations were performed after installation of the threaded through bolts to document they were installed as required in the project documents, placement was correct, correct bolts were used, nuts were fully engaged, adjoining plies were in contact with one another,and nuts were snug tight. Metal Deck Weld and Fasteners Metal deck weld observations were conducted in general accordance with the requirements of AISC 360, Chapter N,Section 6,the current AWS D1.3,and project plans and specifications. Items reviewed included the quality,size,and spacing of the welds. In addition,the location and completeness of the side lap fastener installation were observed and evaluated. BRAUN INTERTEC CSM Corporation Project B1501149.00 May 22,2017 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 ar) Daniel Graham ICC C- fled Special Inspe r-Structural Steel and Welding 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. BRAUN INTERTEC BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 1NTERTEC Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. Structural Steel Special Inspection Final Report City of: Eagan, Minnesota Date: May 22,2017 Attention: Mr. Dan Ullom Project: Central Park Commons—Building P2 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/ME CSM Corporation i Project B1501149.00 May 22, 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 Engineer under th- : of the State of Minnesot iittimrutr r:°''.°. •". ER RI, . ''istopher R. Kehl, PE . , KENL,PE 1," E Principal—Senior Engineer `:4l a 43459 i License Number 43459 " ,*,�'*##�� ,«*',° " May22,2017 .1,i, .•.,,...s t"....4. a:d,Pe'SS1 Attachments: Structural Steel Special Inspection Daily Reports 1 through 4 • BRAUN INTERTEC A Non-Structural Steel Special Inspection Final Report Central Park Commons Building P2 Northeast Corner of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Prepared for CSM Corporation Project B1501149.00 BRAUN May 22, 2017 1 NTE RTEC Braun Intertec Corporation 1 The Science You Build On. BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 iATE RTE . Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. May 22, 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 P2 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 P2 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.Also, it is important to note that Buildings P1 and P2 were originally graded as Building P. 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 May 22,2017 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 P2 footprint is located within the footprint of the former Lockheed Martin facility.As discussed in our Report,the boring that was performed in closest proximity to Building P2 was Boring ST-29. In our opinion,the soils encountered at Boring ST-29 were suitable for support of the required additional fill and anticipated structural loads. During the mass grading phase of the project,the exposed soils within and around the footprint of Building P2 were consistent with those encountered and described in our Report and were judged to be suitable for support of the required fill materials and building loads.Our firm also observed fill placement and performed and tested structural backfill placed within the building pad area of Building P2.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 P2,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 observed and tested during the mass grading phase of the project and(b)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. 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. BRAUN INTERTEC CSM Corporation Project B1501149.00 May 22, 2017 Page 3 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. 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 (daft fs Daniel Martin Principal-Senior Project Manager / 4?e4O 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 BRAUN INTERTEC BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue 5 Fax: 952.995.2020 N1TERTECMinneapolis,MN 55438 Web: braunintertec.com IThe Science You Build On. Non-Structural Steel Special Inspection Final Report Page 1 of 2 City of: Eagan, Minnesota Date: May 22, 2017 Attention: Lane Wegener Project: Central Park Commons Building P2 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. AVEOE CSM Corporation Project B1501149.00 May 22,2017 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 the laws of the State of Minnesota. cite/ /... 44.47,44,44,03 4," e,,KtJR/PI,* ticENsEDJoel C. Kurpius, PE = PROFESSIONAL Project Engineer ENGINEER License Number: 43523 V-� 43523 'x` May 22,2017 '*i"' „.se 0•0* \i *` 407 OF Attachments: Special Inspection Daily Reports dated June 18,2015 through September 7,2016 (non-sequential numbering,organized by date) BRAUN INTERTEC Craig Novaczyk From: Craig Novaczyk Sent: Tuesday, May 17, 2016 9:02 AM To: Aaron Waller Cc: Natina James (Natina.James@rsparch.com); Dan Ullom (DUllom@csmcorp.net); 'mkronbeck@alliant-inc.com' Subject: Building P2 @ Central Park Commons - 3380 Central Park Village Drive Aaron, We have started our building permit review for the shell building project mentioned above. Please provide the following required submittal documents/information so that we may complete our review. FYI, plan review memo has been sent to all of the applicable City of Eagan departments.The plan reviewers from these departments may have plan review comments as well. Provide a SAC determination from the Met Council. .02! Provide an Emergency Response Site Plan for this building. Reference the City's website for an example of an ERSP. D�fG phi rat (3 Provide your contractor information for the permit application. Thank you in advance for your attention to these items, Craig Craig Novaczyk I Senior Building Inspector I City of Eagan City Hall 13830 Pilot Knob Road I Eagan,MN 55122 I(651)675-56831(651)675-5694(Fax)I cnovaczvk(cilcitvofeagan.com 411110116 of Ratan 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 i Central Park Commons Building P2 6261.004.00 Eagan,MN 33 bo P V itt-A-G a DR- • SPECIAL TES'T'ING AND INSPECTION SCHEDULE Project Name: Central Palk Commons Building P2 Project No.6261,004.00 Location: Eagan, MN Permit No.: __ _.,_— Specification Type of Report Assigned Section Description Inspector Frequency Firm Concrete,during taking of test specimens and SI-S/SI-TIntermittent TA 03 30 00 placing of reinforced concrete 03 30 00 Bolts installed in concrete SI-S Intermittent TA 9 � I 03 20 00 Concrete reinforcing steel SI-S Intermittent TA I OS 10 QO Structural welding SI-S Intermittent TA 05 21 00 ' 05 31 00 I 05 10 00 High strength bolting SI-S Intermittent TA ! - 04 20 00 Structural masonry SI-S Intermittent TA tSIS Intermittent TA 05 40 00 Cold formed metal ACKNOWLEDGEMENTS 1 Each appropriate representative shall sign below. Ca ill 9-2s-l.6_ Owner: �/ Firm: Dale: Contractu. ,rLry Firm: ......i.► :......, _ Date: Arch it � /f �. Finn: Il ''''./, Date: 427 SE par __ _.Fimn:�'...Feu Date: V �--• / ✓ rw...^ Dale: — "14 SI S`_/�s � ,*Mri.. _ Firm:_ _..�_ ----- MW"""mow Finn: /41 a,1'_" .-- Date: ci 41-16 .. ow. ""� Finn: r-a.•... Date; S`�"� I SI-T: ._ F .._ _ Firm _ Date: 1. Date: Firm: Legend: SER _ Structural Engineer of Record= SI-T = Special Inspector-Technical fi TA= Testing Agency SI-S Special Inspector-Strucatrrat F = Fabricator Accepted for the Building Department by Date ___-._-- QUALITY REQUIREMENTS 01 40 00-5 Craig Novaczyk From: Jim Turpin <jturpin@modernhtg.com> Sent: Friday,July 01, 2016 7:47 AM To: Aaron Waller; Ischaefers@clark-eng.com; Dan Ullom; Karla Casperson Cc: Craig Novaczyk; Michael Grannes Subject: RE: RTU Placement-CPC Village Buildings Good Morning, I will dig into it and verify. Jim Turpin Senior Project Manager ..J _.. Modern Heating S Air ., .C.4.040( „ From:Aaron Waller [mailto:awaller@rjrvan.coml Sent: Friday,July 01, 2016 7:43 AM To:Jim Turpin<jturpin@modernhtg.com>; Ischaefers@clark-eng.com; Dan Ullom <dullom@csmcorp.net>; Karla Casperson<kcasperson@clark-eng.com> Cc: Craig Novaczyk<CNovaczyk@cityofeagan.com>; mgrannes@cityofeagan.com Subject: RTU Placement-CPC Village Buildings Hi Jim and Leo, I spoke with the City of Eagan yesterday afternoon.They are asking us to compare our final RTU designs with the notes indicated on Clark Engineering's S202 sheet.They are looking for structural plans that indicate the proposed RTU layouts are structurally sufficient if the units exceed the sizes and loads indicated on S202. For record purposes, if the units are within the limits called out on S202 we should still submit for a onceover by Clark to ensure the design is within the structures designed capacity. 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 1 Craig Novaczyk From: Michael Grannes Sent: Thursday,June 30, 2016 2:31 PM To: Craig Novaczyk Subject: FW: 1-Hour Rating-Village Buildings Mike Grannes I Senior Building Inspector I City of Eagan 41' City Hall 13830 Pilot Knob Road I Eagan,MN 55122 I(651)675-5676 I(651)675- � � 5694(Fax)I mgrannes ancityofeagan.com of 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. From: Aaron Waller [mailto:awaller©rjryan.com] Sent: Monday, June 20, 2016 3:16 PM To: Michael Grannes Subject: FW: 1-Hour Rating-Village Buildings 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.riryan.com From: Sean Lathrop [mailto:Sean.Lathrop©rsparch.com] Sent: Monday, June 20, 2016 2:27 PM To: Aaron Waller; Natina James; 'Dan Ullom' Cc: Craig Novaczyk; ericandersonbp©outlook.com; Chris Chaffee; Angela Corwin; Jackie Miller Subject: RE: 1-Hour Rating-Village Buildings Hi Aaron, We are specifying a UL-465 design for a 1-hr fire wall assembly. See Construction Wall Type 1 on sheet A101 for each of the village buildings. Please let us know if this satisfies the request or if you have any questions. CONSTRUCTION WALL TYPES: MOW I-HOUR FIRE RATED DEMISING WALL, MN. 20 GA 8" METAL STUDS AT 16" OC WITH 51$" TYPE 'X' GYP BD BOTH SIDES. FILL STUD CAVITY WIN SOUND BATT INSULATION. UL DESIGN 465 Thank you 1 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: Friday, June 17, 2016 10:09 AM To: Natina James; Sean Lathrop; 'Dan Ullom' Cc: Craig Novaczyk; ericandersonbD@outlook.com Subject: 1-Hour Rating-Village Buildings Hi Natina, There is a general note to provide a 1 hour rated wall assembly for the demising walls at the village Buildings. In speaking with Craig, he would like to know the specification for these rated wall assemblies.Can you provide this? If we get a bulletin (1-page pdf) made up that generally addresses all the buildings, he doesn't need all new plans. Please send out ASAP. Thanks! 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 2 37 - 1 CSI AieK U1l4c 01e- A Non-Structural Steel Special Inspection Final Report Central Park Commons Building P2 Northeast Corner of Pilot Knob Road and Yankee Doodle Road Eagan, Minnesota Prepared for CSM Corporation Project B1501149.00 BRAUN May 22, 2017 INTE RTEC Braun Intertec Corporation The Science You Build On. BRAUN 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. May 22, 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 P2 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 P2 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. Also, it is important to note that Buildings P1 and P2 were originally graded as Building P. 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 May 22, 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 P2 footprint is located within the footprint of the former Lockheed Martin facility.As discussed in our Report,the boring that was performed in closest proximity to Building P2 was Boring ST-29. In our opinion,the soils encountered at Boring ST-29 were suitable for support of the required additional fill and anticipated structural loads. During the mass grading phase of the project,the exposed soils within and around the footprint of Building P2 were consistent with those encountered and described in our Report and were judged to be suitable for support of the required fill materials and building loads.Our firm also observed fill placement and performed and tested structural backfill placed within the building pad area of Building P2.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 P2,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 observed and tested during the mass grading phase of the project and(b)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. 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. BRAUN INTERTEC CSM Corporation Project B1501149.00 May 22, 2017 Page 3 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. 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 0494.a _ff.,. Davie . Martin Principal-Senior Project Manager 4f&if /(40.41424;00 Joe 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 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 The Science You Build On Non-Structural Steel Special Inspection Final Report Page 1 of 2 City of: Eagan, Minnesota Date: May 22,2017 Attention: Lane Wegener Project: Central Park Commons Building P2 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 May 22,2017 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 the laws of the State of Minnesota. Qtee ffeA4144.4.44 C.KUR" 00 moi' MEW Joel C.Kurpius, PE PROFESSIONAL Project Engineer ENGINEER Q' License Number: 43523 �j, 43523 p~ May 22,2017 491 "«�.1 , Attachments: Special Inspection Daily Reports dated June 18,2015 through September 7,2016 (non-sequential numbering,organized by date) BRAUN INTERTEC BRAUN Special Inspection Daily ReportReport Date:7/7/2015 INTERTEC Bloomington Client: Project: 11001 Hampshire Avenue S CSM Corporation B1501149 Minneapolis,MN 55438 500 Washington Avenue South,Suite 3000 Central Park Commons Phone:952-995-2000 Minneapolis,MN 55415 NWQ Pilot Knob Road&Yankee Doddle Road Eagan,MN 55121 Special inspection Activity Date: 06/18/2015 Project Manager: Braun,Loren Technician: Petersen,Brian-ID:5258583 Weather: Sunny City Of: Eagan,MN Temperature: 70 Coverage Frequency Notes Soils Periodic Description of Work Completed Performed compaction tests on fill placed in Buildings L,N,0,P and Outlot A. Tests met or exceeded required standard. Tests Performed Compaction tests Discrepancies noted from this inspection? Yes fl No2 Outstanding discrepancies on this project? Yes[3 No0 Report discussed with and sent to contractor? Yes ID Not Architect/engineer authorized changes to YesL71 No Ey 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. ( 7 g...... ICC Certification A:5258583 Brian Petersen Page 1 of 1 BRAUN Special Inspection Daily ReportReport Date:?/7/2015 INTERTEC Bloomington Client: Project: 11001 Hampshire Avenue S CSM Corporation 81501149 Minneapolis,MN 55438 500 Washington Avenue South,Suite 3000 Central Park Commons Phone:952-995-2000 Minneapolis,MN 55415 NWQ Pilot Knob Road&Yankee Doddle Road Eagan,MN 55121 Special inspection Activity Date: 06/19/2015 Project Manager: Braun,Loren Technician: Petersen,Brian-ID:5258583 Weather: Sunny City Of: Eagan,MN Temperature: 75 Coverage Frequency Notes Soils Periodic Description of Work Completed Performed compaction tests on fill placed in Buildings 0,P,Outlot A and Parking lots east of Buildings N and P. Tests met or exceeded required standard. Tests Performed Compaction tests Discrepancies noted from this inspection? Yes No Outstanding discrepancies on this project? Yes J No 0 Report discussed with and sent to contractor'? YesD No E3 Architect/engineer authorized changes to Yes El No 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, 172/e ICC Certification If:5258583 Brian Petersen Page 1 of 1 ■■ Special Inspection DailyRe ort 13 B M p p p Report Date:7!11!2015 INTERTEC Bloomington Client: Project: 11001 Hampshire Avenue S CSM Corporation 81501149 Minneapolis,MN 55438 500 Washington Avenue South,Suite 3000 Central Park Commons Phone:952-995-2000 Minneapolis,MN 55415 NWQ Pilot Knob Road&Yankee Coddle Road Eagan,MN 55121 Special Inapectiort Activity Date: 06/24/2015 Project Manager: Braun,Loren Technician: Petersen,Brian-ID:5258583 Weather: Sunny City Of: Eagan,MN Temperature: 75 Coverage Frequency Notes Soils Periodic Description of Work Completed Met contractor to discuss plan of attack for deep excavations in Buildings C and D. Performed compaction tests on fill placed in Buildings N, P,Outiot A and Parking area east of N. Tests me or exceeded required standard. Tests Performed Compaction Tests Discrepancies noted from this inspection? YesEj NoQ Outstanding discrepancies on this project? Yes D Not Report discussed with and sent to contractor? Yes E3 NoQ Architectfengineer authorized changes to Yes[3 No 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. n . ICC Certification#:5258583 Brian Petersen Page 1 of 1 BRAUN Special Inspection Daily Report 25 Repot Dt :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: 07/16/2015 Project Manager: Martin,Dan Technician: Petersen,Brian-ID:5258583 Weather: Sunny City Of: Eagan,MN Temperature: 70 Coverage Frequency Notes Soils Periodic Description of Work Completed Construction of Retaining wall#2(west of Buildings A-D)continues. Excavation for retaining wall#1 (west of Building,V)almost complete. Small area at far south end encountered unsuitable soils. Soils were silty clays,black,rather soft. Soils were removed. Compaction tests were performed on fills placed in Buildings C,D,N,0 and P. Tests met or exceeded required standard, Tests Performed Hand Auger Probes,Compaction Tests Discrepancies noted from this inspection? Yes E] Not Outstanding discrepancies on this project? Yes E NoQ Report discussed with and sent to contractor? Yes ID No E3 Architect/engineer authorized changes to Yes LI No ID 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. 4 ICC Certification it:5258533 Brian Petersen Page 1 of 1 1 BRAUN Special Inspection Daily Report INTERTEC The Science Y BufdO, 11001 Hampshire Aenue S Client: Project: Mnneapolis,MJ 55438 Phone:952-995-2000 CSM Corporation B1501149.12 500 Washington Avenue South,Suite 3000 Central Park Commons Building P Mnneapolis,NN 55415 NE Corner of Pilot Knob&Yankee Doodle Rd. Eagan,MJ 55123 Activity Date:08/31/2016 City of:Eagan,MJ Report Number:1 Technician:Chapman,Rick Braun Intertec PM:Tom Wagner Weather:Sunny 76 Coverage Frequency Notes Concrete Construction Continuous Soils Periodic Architect/engineer authorized changes to approxed plans?:No Work Completed Description: Building P2:Observed the soils,reinforcing and concrete placement for the exterior footings,grid E.3 to ZZ from 0.3 to 3.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: HAPs,DCPs Slump,Air,Temperature,cast set#205 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.: e�sga s Page 1 of 1 BRAUN Special Inspection Daily Report INTERTEC The Science YweuildOn. 11001 Hampshire PAAenue S mart: Project: Mnneapolis,MJ 55438 Phone:952-995-2000 CSM Corporation 81501149.12 500 Washington Avenue South,Suite 3000 Central Park Commons Building P Mnneapolis,MV 55415 NE Corner of Pilot Knob&Yankee Doodle Rd. Eagan,MJ 55123 Activity Date:09/07/2016 City of:Eagan,MN Report Number:2 Technician:Chapman,Rick Braun Intertec PM:Tom Wagner Weather:Cloudy 71 Coverage Frequency Notes Concrete Construction Continuous Architect/engineer authorized changes to approved plans?:No Work Completed Description: Building P2:Observed the reinforcing and concrete placement for the exterior foundation walls,grid E.3 to ZZ from 0.3 to 3. Tests Performed: Slump,Air,Temperature,cast set#211 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 Certifketron e: /589/5" Page 1 of 1 alid-Aq) A Structural Steel Special Inspection Final Report Central Park Commons—Building P2 NE Corner of Pilot Knob Rd and Yankee Doodle Rd Eagan, Minnesota Prepared for CSM Corporation Project B1501149.00 May 22, 2017 BRAUN Braun Intertec Corporation I NTE RTEC The Science You Build On. BRAUN 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. May 22, 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 P2 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 P2 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-made welded connections was conducted in accordance with the requirements of AISC 360, Chapter N, Section 5.4,the current AWS D1.1, and project plans and specifications. /.,GE • CSM Corporation Project B1501149.00 May 22,2017 Page 2 Column Anchor Bolts Column anchor bolts were observed to document they were in place and that nuts were installed,fully engaged, and snug tight.The base plates were observed to document they were in full contact with the adjoining surface. Tension-Control Bolted Connection Tension-control bolted connection observations were conducted in general accordance with the AISC 360,Chapter N,Section 5.6. We observed and documented that bolt holes were filled,correct bolts were used, nuts were fully engaged, and 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. Threaded-Through Bolt Connection Threaded-through bolt connection observations were conducted in general accordance with the AISC 360, Chapter N,Section 5.6.Observations were performed after installation of the threaded through bolts to document they were installed as required in the project documents, placement was correct, correct bolts were used, nuts were fully engaged, adjoining plies were in contact with one another,and nuts were snug tight. Metal Deck Weld and Fasteners Metal deck weld observations were conducted in general accordance with the requirements of AISC 360, Chapter N,Section 6,the current AWS D1.3, and project plans and specifications. Items reviewed included the quality,size,and spacing of the welds. In addition,the location and completeness of the side lap fastener installation were observed and evaluated. BRAUN INTERTEC CSM Corporation Project B1501149.00 May 22,2017 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 Daniel Graham ICC C- ,fled Special Inspe r-Structural Steel and Welding 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. BRAUN INTERTEC BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 NTERTE: Minneapolis,MN 55438 Web: braunintertec.com IThe Science You Build On. Structural Steel Special Inspection Final Report City of: Eagan, Minnesota Date: May 22,2017 Attention: Mr. Dan Ullom Project: Central Park Commons—Building P2 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 B 1501149.00 May 22, 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 Engineer under th of the State of Minnesot• vtuu+auti,�i "or O •yA•i `i iii• g 1' ERR.: zt istopher R. Kehl, PE - : KEHL,PE :E Principal—Senior Engineer 1,4p;; 43459 : ' License Number:43459 '% •'•. May 22,2017 '>��'!tr,. �-....1QNp+`2 4 Attachments: Structural Steel Special Inspection Daily Reports 1 through 4 BRAUN INTERTEC B Il N 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#1 Observation Date: 11/7/2016 Project Name: Central Park Commons Project No.: 81501149.00 Project Address: Braun Intertec PM: Dan Martin Client: CSM Corporation Client Project No.: Building P2 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 01.1 criteria on the following: 1) Bar joist fillet welds at Roof Level Grid A-F 0.1-3.2. No discrepancy noted 2) A325 3/4"tension control bolts at Roof Level Grid A-F 0.1-3.2. No discrepancy noted 3) Moment plate fillet welds at top and bottom beam flanges at perimeter Roof Level Grid A-F 0.1-3.2 detail sheet S401. No discrepancy noted I4) Anchor bolts at Foundation Level Grid A-F 0.1-3.2 plies in direct contact with full nut engagement present. 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: drnartin@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 LD.No,: 1054095'51&52 BRAUN 6.32.4 Rev.1 Issue:6/23/15 I NTE RTEC Special Inspection Daily Report City of: Eagan, MN. Page 1 of 1 Report No.: Structural Steel#2 Observation Date: 11/16/2016 Project Name: Central Park Commons Project No.: B1501149.00 Project Address: Braun lntertec PM: Dan Martin Client: CSM Corporation Client Project No.: Building P2 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& D1,3 criteria on the following: 1) Puddle welds and side lap fasteners at Roof Level Grid A-F 0.1-3.2 detail sheet 5002P2. No discrepancy noted 2) Threaded thru bolts at Grld A-F 0.1-3.2 detail 9/S401 plies in direct contact with damaged threads, 3) Horizontal tube steel fillet welds at Grid A-F 0.1-3.2 detail 9/5401. No discrepancy noted 4) Kicker angle fillet welds at Grid AS-F 01.-3.2 detail 1/S201. No discrepancy noted I § 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.corn 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. 1�1 Signed: Graham, Dan I.D.No.: 1054095 S1&52 • BRAUN 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#3 Observation Date: 12/28/2016 Project Name: Central Park Commons Project No.: B1501149.00 Project Address: Braun Intertec PM: Dan Martin Client: CSM Corporation Client Project No.: Building P2 Weather: Sunny Temperature: 35 °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: I Visual weld observations were performed in accordance with AWS D1.1 criteria on the following: 1) A325 3/4"tension control bolts at Grid B-E 0.1-1& E-F 2-2.4,per telephone conversation with the SER,Mr. Leo Schaefers at Grid D.8 0.1 misaligned bolt holes on column cap plate to beam(2 bolt connection)connection fillet welded on each side with a 1/4"size fillet,5"long was found acceptable. No discrepancy noted 2) Beam to tube steel fillet welds at Grid B-E 0.1-1&E-F 2-2.4 detail 5/5402P2. 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.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: I.D.No.: 1054095 51862 BRAUtil 6.32.4 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: 1/16/2017 Project Name: Central Park Commons Project No.; 81501149.00 Project Address: Braun Intertec PM: Dan Martin Client: CSM Corporation Client Project No.: Building P2 Weather: Partly Cloudy Temperature: 25 °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: I 1) Brick relief angle to tube steel/light gauge framing metal stud fillet welds at perimeter north side. Weld quality fund acceptable 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