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655 Lone Oak DrCity of Ea�all 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 F/ Use BLUE or BLACK Ink For Office Use AA,, Permit #: 1 V 0 a Permit Fee: 53!• D S Date Received: 41/ -7 it 3 Staff: 2013 MECHANICAL PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: 4 / 15 / 13 Site Address: 655 LONE OAK— DRIVE Tenant: ECOLAB Suite #: Name: .EC 0 Address / City / Zip: C, h4 Q Phone: Name: NAC MECHANICAL & ELECTRICAL License#: Address: 1001 LABORE INDUSTRIAL COURT City: VADNAIS HEIGHTS State: MN Zip: 55110 Contact: TEA MANTHEY Phone: 651.490.9868 Email: TMANTHEY@NAC-HVAC. COM New Replacement X Additional Alteration . Demolition Description of work: RESIDENTIAL Furnace Air Conditioner Air Exchanger Heat Pump Other COMMERCIAL New Construction X Interior Improvement Install Piping Processed Gas Exterior HVAC Unit Under / Above ground Tank ( Install / _ Remove) RESIDENTIAL FEES: $60.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge) $100.00 Fire repair (replace bumed out appliances, ductwork, etc.) (includes $5.00 State Surcharge) = $ TOTAL FEE COMMERCIAL FEES: $70.00 Underground tank installation/removal $55.00 Minimum *If the project valuation is over $1 million, please call for Surcharge Contract Value $ 33,408.00 x 1% = $ 334.08 Permit Fee _ $ 5.00 Surcharge* _ $ 339.0 8TOTAL FEE 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.aooherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x TEA MANTHEY cL Applicant's Printed Name lily of Eaali 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Yl C \i)e �b fe Use BLUE or BLACK Ink For Office Use r� Permit #: t I Odd Permit Fee: 2 7 a ,75 Date Received: 41 if 7 fi 3 Staff: ( 1 2013 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: 4/1 /1 1 Tenant: ECOLAB Site Address: H S T,C)NP OAK T1RTV1 Suite #: ape Name: ECOLAB Phone: 651.795.5181 :on Name: NAC MECHANICAL & ELECTRICAL License it: 1001 LABORE INDUSTRIAL CT Address: City: VADNAIS HEIGHTS State: MN Zip: 55110 Phone: 651.490.9868 Email: TMANTHEY@NAC -HVAC . COM New Replacement Repair Rebuild x Modify Space — Work in R.O.W. — — Description of work: New underground sanitary, dom water, & fixtures t ,µ :.' COMMERCIAL New Construction x Modify Space _No Irrigation System ( yes / no) ( RPZ / _ PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to clicking un meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes _No Flushometers _Yes COMMERCIAL FEES: $55.00 Minimum Contract Value $ 36 , 775 . 00 x 1% Required *If the project valuation =$ 367 . 7 5 Permit Fee on ALL new buildings and boulevard irrigation systems 3 $ 0 Radio Meter Read $ 0 Meter(s) is over $1 million, please call for Surcharge $ $5.00 State Surcharge* Following fees apply Contact the City's Engineering when installing a new lawn irrigation system $ Water Permit Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge = $ 372.75 TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gooherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that 1 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 TEA MANTHEY Applicants Printed Name x Applicants Signature Page 1 of 3 r Use BLUE or BLACK Ink For Office Use j I I I Permit City of EaEd~ / I I ~~l~ I 3830 Pilot Knob Road Permit Fee: Eagan MN 55122 I Date Received: I Phone: (651) 675-5675 F t; i ' V, I Fax: (651) 675-5694 I Staff: I I - - - - - - - - - - - - - - 2 4 2011 c1 2011 COMMERCIAL BUILDING PERMIT APPLICATION Date: Site Address: )Pk- Tenant Name: _ co cp-s (Tenant is: New / 1 Existing) Suite Former Tenant: PROPERTY OWNER Name: E--o( I,5 Phone: Address / City / Zip: (Q(p~ (-Ofle C, Applicant is: Owner Contractor r ! ` ~ TYPE OF WORK Description of work:. 2-0 z ~z- 14~?~~Z~r•~ ~ ~-u{~ Construction Cost: LAS, cuo- Ot) CONTRACTOR Name: STv~c t ~r~~ I v 5r~cc License Address: Zo- a~ 466 iq City: C~. t rrc,u~~ State: t/Mk~) Zip: -5;~5LIC4(o Phone: lQ(-z '3L3' t-41 ' Contact: -Ere-vv,.j NnL Email: 6/4NlCLASPCT ~~FIpCS• I~1E j ARCHITECT / Name: C Registration ENGINEER Address: 1 UOVk k cW- t City: C ~ tS State: Y1/\rJ Zip: Phone: 9 2 q I Contact Person: `~Z-Ao:~, C?2c.e- Email (f-21X-C P rill-Ak. cu., Licensed plumber installing new sewer/water service: Phone NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade 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. o hersta ecall.or I hereby acknowledge that this information is complete and accurate; that t>applicat' rk wil a in nformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an fora rmit, and work is no to start without a permit; that the work will bein accordance with the approved plan in the case which r uires a iee a d a proval of plans. X x Applicant's Printed Name Applican ' i a Page 1 of 3 T ZC)1?6- DO NOT WRITE BELOW THIS LINE /Coqf-lz SUB TYPES Foundation Public Facility Accessory Building Apartments ✓•Commercial / Industrial _ Exterior Alteration-Apartments Lodging _ Greenhouse /Tent _ Exterior Alteration-Commercial Miscellaneous _ Antennae Exterior Alteration-Public Facility WORK TYPES New _ Interior Improvement Siding _ Demolish Building* Addition _ Exterior Improvement Reroof _ Demolish Interior _ Alteration _ Repair Windows _ Demolish Foundation _ Replace _ Water Damage Fire Repair Salon Owner Change ✓Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION &-t, Valuation doo Occupancy MCES System Plan Review Code Edition SAC Units (25%_ 100% Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock ,Pootings (Deck) Final / C.O. Required V/ Footings (Addition) Final / 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 Insulation Erosion Control Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: Yes V No Reviewed By: , Building Inspector Reviewed BY: Planning COMMERCIAL FEES Base Fee 4,71.OG Water Quality Surcharge Z •1,17O Water Supply & Storage (WAC) Plan Review ,?~L . Storm Sewer Trunk MCES SAC Sewer Trunk City SAC Water Trunk S&W Permit & Surcharge Street Lateral Treatment Plant Street Treatment Plant (Irrigation) Water Lateral Park Dedication Other: Trail Dedication Water Quality TOTAL 3/ • L~ Page 2 of 3 LOT SURVEY CHECKLIST FOR RETAINING WALL 106) l zq ' BUILDING PERMIT APPLICATION Address: C~Jf7~ zone- flak Applicant Name: DATE OF SURVEY: LATEST REVISION: m c "Permits required for Retaining Walls 4 feet high or greater. Ya V O z Q DOCUMENT STANDARDS ,e' ❑ 0 • Registered Engineer signature and company Z ❑ 0 • Building Permit Applicant D 0 • Address ❑ 'z 0 * Legal description 0 D • Lot lines/Bearings & dimensions 0 0 • North arrow and scale ❑ 0 • Street name ❑ "z 0 o Show all easements of record and any City utilities within those easements ❑ /2' 0 • Setbacks of proposed structure and side yard setback of adjacent existing structures ELEVATIONS 0 X ❑ • Property corners ❑ )e 0 • Top of curb at the driveway and property line extensions (only if wall is within 30 ft. of curb) 0 Ja 0 . Elevations of any existing adjacent homes ❑ ❑ Adequate footing depth of structures due to adjacent utility trenches ❑ X ❑ • Waterways (pond, stream, etc.) ❑ ❑ • At the foundation of the building and/or nearest structure PONDING AREA (if applicable) 0 'X 0 e Easement line 0 ❑ • NWL 0 ❑ • HWL ❑ 2r ❑ • Pond # designation 0 ❑ • Emergency Overflow Elevation ❑ .C( ❑ • PondANetland buffer delineation Y . Shoreland Zoning Overlay District Y Conservation Easements RETAINING WALL INFORMATION ❑ ❑ • Location of Retaining Wall on property fa° 0 ❑ • Top & bottom elevation at each end of wall and any change in elevation in between ❑ 0 • Type of material (i.e. modular block, boulder, etc.) 0 0 Directional drainage arrows with slope/gradient % Reviewed By: Date J GFORMS/Building Permit Application-Retaining Walls Rev. 54-09 \1 L~ r SPCC UDC Use BLUE or BLACK Ink C~~L ~C~ t vc~ For Office I ~ n ~ j'Yt t~ u:l~~ • 1. ✓t'~G~~ ~ I ,C~ Q Permit#: i E n ~pll I City o[t rl 0 ~G yu hAr~ jam- i Permit Fee: 3830 Pilot Knob Road MN 55122 j Date Received: -7-,2e- Eagan Phone: (651) 675-5675 i q I Fax: (651) 675-5694 ~ = 2 g Loll I Staff: 2010 MECHANICAL PERMIT APPLICATION Date: -7 26 d site Address: (-')a,k 11C~ I e Tenant: ° Suite RESIDENT/ OWNER Name: &z- XG.& 1 Phone: Address / City / Zip: i G~,V ( w tie t r~ Z l CONTRACTOR Name:/ e S!/1~'iP. Ott ( License Address:3)'6J Ci/ty:. U / I ILn1wt~ ~1 State: IV Zip: Phone: S (4 o Contact: Af6D0A-A0LKk Email: Cj re S , G o TYPE OF WORK New Replacement Additional 1XAlteration Demolition Description of work: AD /(rIAJ eA(,Z&i S Lew{ NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. RESIDENTIAL COMMERCIAL PERMIT TYPE Furnace New Construction _ Interior Improvement _ Air Conditioner _ Install Piping _ Processed Air Exchanger Gas Exterior HVAC Unit _ Heat Pump _ Under / Above ground Tank Install / _ Remove) When installing/removing tank(s), call for inspection by Fire Other Marshal and Plumbing Inspector RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge) $90.50 Fire repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) $ TOTAL FEE COMMERCIAL FEES: $70.50 Underground tank installation/removal OR Contract Value x1% $50.50 Minimum (includes State Surcharge), $ - If Permit Fee is less than $1,000, surcharge is $.50. Permit Fee If Permit Fee is > $1,000, surcharge increases by $.50 for each = Surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 arge). _ $ _ TOTAL FEE 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.gonherstateonecall.oro 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, _j>CU/J //~G°7ditlc~~~n x x IJ Applicant's Printed Name Applicant' gnature FOR OFFICE USE Reviewed By: Date: Required Inspections: Under Ground Rough In Air Test Gas Service Test Jln-floor Heat Final Exterior HVAC Screening Inspection A-0 84 1 Use BLUE or BLACK Ink ~h~C~, For Office Use ---------I I q n M ~ 1 I Permit City of Evan ~ 1 Permit Fee: (915. 00 3830 Pilot Knob Road I Date Received: Eagan MN 55122 l Phone: (651) 675-5675 ~ n ! _ ° Staff: Fax: (651) 675-5694 v 2011 COMMERCIAL PLUMBING PERMIT APPLICATION r°--7h 6 t Date: Site .110A-147- ~,t,~ bC`•` IJCc~g°E Ct&K) Tenant: Suite PROPERTY OWNER Name: `4 13 Phone: CONTRACTOR Name: S g?fLs G-C15 JdC~ u+!t~" d- nicense Address: 3x601 City: S41. f dt l1 State: Zip: Phone: -:56 1& Email: GNcY 44 Ps ~ ~ 5' It • O TYPE OF New _ Replacement _ Repair _ Rebuild >e Modify Space _Work in R.O.W. WORK Description of work: 6rr-,<JVJ{'~C,t)r~tSl COMMERCIAL New Construction _ Modify Space _ Irrigation System yes / _><no) RPZ / _ PVB) Rain sensors required on irrigation systems PERMIT TYPE . Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes _No Flushometers _Yes No COMMERCIAL FEES: $55.00 Minimum (includes State Surcharge) OR Contract Value $ , Goc~, x1% onto Permit Fee Required on ALL new buildings and boulevard irrigation systems 4 $ Radio Meter Read - If the Permit Fee is less than $10,010, the surcharge is $5.00 $ Meter(s) - If the Permit Fee is > $10,010, the surcharge increases by $.50 for each $1,000 Permit Fee i.e. a $10,010-$11,000 Permit Fee requires a $5.50 surcharge) State Surcharge 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 3 $ Water Supply & Storage $ State Surcharge r _ $ TOTAL FEE 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 rk will be in accordance with the approved plan in the case of work which requires a review and approval of plans. X ~C~oivd~ X Applicant's Printed Name A icant's ignature FOR OFFICE USE Approved By: 7) Date: Required Inspections: Under Ground Rough-In }SAir Test Gas Test Final PRV Required: _Yes No Page 1 of 3 Aug.30. 2010 10:13AM SELA ROOFING No.3158 P. 2 - Use BLUE or BLACK Ink I-.-..-- I✓, offce Us I ~7 t~ as a~ I Permit I I ~~4:5D1 I PermitFee:,~ I 3830 Pilot Knob Road Eagan MN 55122 t~ 5 j j Phone: (651) 675-5675 C©P Date Received: I I Fax: (651) 675-5694 start---- - 010 COMMERCIAL BUILDING PERMIT APPLICATI ~ Date: U Site Address: l _d_ Tenant Name: (Tenant is: _ New I r'. Existing Suite: Former Tenant: PROPERTY OWNER Name; Phone: Address /City/Zip: Applicant is: Owner Contractor TYPE OF WORK Description ofwork:424k ! L.U Construction Cost 6` f~- CONTRACTOR Name: License Address: State: Zip: Li( Phone: L!/j&A Contact:f Email; t ARCHITECT / Name: Registration ENGINEER Address: City: State: Zip: Phone: Contact Person: Email: Licensed plumber installing new sewer/water service: Phone NOTE: Plans and supporting documents that you submit are considered to be public informatioh. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Gall Gopher State One call at (657) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.0ooherstateonecall.oro 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 unit, and work is not to stark without a permit; that the work will be in accordance with the approved plan in the case of w which requi s a review d approval o plans. X c9,M Ad yl c I Applicant's Printed Name Applicant's Signature Page 1 of 3 Aug.30. 2010 10:13AM SELA ROOFING No.315$ P. 3 ` DO NOT WRITE BELOW THIS LINE l SUB TYPES - Foundation _ Public Facility _ Accessory Building - Apartments Commercial ! Industrial _ Exterior Alteration-Apartments - Lodging _ Greenhouse I Tent _ Exterior Alteration-Commercial - Miscellaneous _ Antennae _ Exterior Alteration-Public Facility WORK TYPES New _ interior Improvement _ Siding _ Demolish Building* Addition _ Exterior Improvement Reroof _ Demolish Interior _ Alteration _ Repair _ Windows _ Demolish Foundation _ Replace Water Damage _ Fire Repair Salon Owner Change _ Retaining Wall Vemolition of entire building - give PCA handout to applicant DESCRIPTION Valuation 0 as Occupancy 2 MCES System Plan Review Code Edition ~Qd~1 _pL SAC knits (25% 9000/.__j Zoning City Water Census Code ----r Stories Booster Pump # of Units Square Feet a PRV # of Buildings Length Fire Sprinklers Type of Construction c.. e ' Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final I C_O_ Required Footings (Addition) Final 1 No C,0, 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 Insulation Erosion Control Meter Size: Final CIO Inspection: Schedule Fire Marshal to be present: Yes 4No Reviewed By: Building Inspector Reviewed Plannin l 9 BY= 9 COMMERCIAL FEES Base Fee 76. 75- Water Quality Surcharge 40.00 Water Supply & Storage (WAC) Plan Review Storm Sewer Trunk MC'ES SAC Sewer Trunk City SAC Water Trunk S&W Permit & Surcharge Street Lateral Treatment Plant Street Treatment Plant (irrigation) Water Lateral Park Dedication Other: Trail Dedication j Water Quality TOTAL I fo • 7.5' Page 2 of 3 Use BLUE or BLACK Ink For Office Use ~ I Permit Z41 City of Eapn Y 15 I Permit Fee: 3830 Pilot Knob Road I I Eagan MN 55122 I Date Received: Phone: (651) 675-5675 j I Fax: (651) 675-5694 Staff: 2010 COMMERCIAL PLUMBING PERMIT APPLICATION Date: 5/ 14/ 10 Site Address: 655 Lone Oak drive Tenant: Ecolab Suite PROPERTY OWNER Name: Ecolab Phone: 651-795-5552 CONTRACTOR Name: Spriggs Plumbing & Heating Inc. License 063029-PM 124 Eva Street St-Paul Mn 55107 Address: City: State: Zip: Phone: 651-224-5616 Email: jokirlin@spriggsph.com TYPE OF - New _ Replacement - Repair XX Rebuild -Modify Space -Work in R.O.W. WORK Description of work: rebuild 5 RPZ PERMIT TYPE COMMERCIAL New Construction _ Modify Space - Irrigation System yes / _ no) RPZ PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? -Yes _No Flushometers -Yes No COMMERCIAL FEES: 2,300.00 $50.50 Minimum (includes State Surcharge) OR Contract value $ X1% 50.00 Permit Fee Required on ALL new buildings and boulevard irrigation systems 4 = $ Radio Meter Read If Permit Fee is less than $1,000, surcharge is $.50 Meter(s) If Permit Fee is > $1,000, surcharge increases by $.50 for each $1,000 $1,000 Permit Fee i.e. a Permit Fee requires 1. = .50 ( $1,001-$2,000 a $ 00 surcharge). $ State Surcharge i Following fees aPP1Y when installing a new lawn irrigation system. $ Water Permit Call the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge TOTAL FEES $ 50.00 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 l 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 a da with the approved plan in the case of work which requires a review and approval of plans. X Michael R. Lenahan x Applicant's Printed Name Appli is Signature FOR OFFICE USE Approved By: Date: Required Inspections: -Under Ground Rough-In Air Test _Gas Test Final PRY Required: Yes No Page 1 of 3 CITY OF EAGAN : 5' .• 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 ' - PHONE:454-8100 BUILDING PERMIT Receipt # To be used for Est. Value Date Site Address L')";F CiAK DR Lot Block I SecJSub. GRAY Parcel Na. W Name 'rtG 3 Address t<OR'!`iti.ANl7 i!P - 0 City - ` Phone , o Name ';•=0?1GN CUli5TR'S?G1'IUt+I ?? Address ? 3T 2? PAIRVIF?i ? City Phone 6 13- lio SQ WW Name A1.:,.IANCE - - --- W Address 1?'? <W Citv Phone 6:1-5703 I hereby acknowlege that I have read this application and state that the information is correct and. agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Permitee ?S.°;(??; ?(;(a C'f??`??'?,?'?' ?!• A Building Permit is issued to: •on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and Ciry of Eagan Ordinances. 8uilding Official OFFlCE USE ONLY Occupancy - FEES Zoning _ (Actuaq Const - Bldg. Permit ' `_ `- k (Allowabie) - Surcharge # of Stories - Lengih _ Plan Review Depth - SAC, City S.F. Total SAC. MCWCC S.F. Footprints - On Site Sewage - Water Conn On Site Well - Water Meter MWCC System _ City Water Acct. Deposit PRV Required _ SrW Permit Booster Pump - S1W Surcharge Treatment PI APPROVALS Road Unit Planner Park Ded. Council BIdg.OH. _ Copies Vanance - TOTAL ??'('•?•? - Permit No. Permit Holder Date Telephone # WATI;i SEWEF?r? PLUMBING H.V.A.C. ?- - ? s ? ? ELECTRIC Inspsctfon Date Insp. Comments Footings I Foundation Framing Raofing Rough Plbg. - D-? Rough Ht9• 6242- If Isul. Freplace Fnal Htg. Final Plbg. Const. Meter Plbg. Inspector - Notily Plumber EngclPlan Bldg. Final Deck Ftg. Dedc Final wen Pr. Disp. ? .. 'G' R 41/ ;?n?? C'v010 BUILDING PERMIT To be used for f`fG ? ...- _ , • , ... CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 Receipt # Site Address &55 '0 1-4h1E OAK DR Lot t Block ? Sec/Sub. OFF ICE USE ONLY P8fC81 NO. Occupancy - FEES Zoning - W Name (Actual) Const - Bidg. Permit Z AddCeSS (Allowable) - h S o urc arge City Phone -+:1407 # of Srories - Plan Review Length p Natl'IE Oepth - SAC City Z ?¢ Address S.F.Total - , SAC,MCWCC ? Clty Phone S.F. Footprints - Water Conn On Site Sewage _ F W Name On Site Well Water Meter ; Address MWCC System - 0 < W Clty Phone City Water Acct. Depasit S;W Pe mit PRV Required _ r I hereby acknowlege that I have read this appiication and state that the Booster Pump S/W Surcharge information is correct and agree to comply with all appiicable State of Mi l S f C nnesota tatu es and ity o Eagan Ordinances. Treatment PI Signature of Permitee APPROYALS Road Unit A Building Permit is issued to: Planner Park Ded. on the express condition that all work shall be done in accordance wiih all Council - applicable State of Minnesota Statutes and City of Eagan Ordinances. Bldg. Off. _ Copies Building Officiai Variance TOTAL . PermR No. Permit Holder Oate Telephone # 41it1TER SEWER PLi1MBING H.V.A.C. ELECTRIC inspection Date Inap. eomments Footings I D. Foundation 2 Framing -z /A- 05FL X-i ROOfin9 ?? ,? G i '?•' ?: ?p dse ! Rouyn Piby. Rough Htg. l5ul. Fireplace ? Fnal Htg. Fnal Plbg. (,?)j Const. Meter FL / . _/O ..,, EngrJPlan I Bidg: Final I Dedc Ftg. Deck Flnal well Pr. Disp. ?. CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 G PERMIT Receipt # To be used for FOMtiATIC'?' Est. Value Site Address Lot I Block 1 Sec/Sub. CRAY Parcel No. ¢ Name C_:A), :?.;:SIA.RCH, It+iC w Phone Phone Date 19 k 9 I OFFICE USE ONLY Occupancy - FEES 2oning - (Actual) Const - Bidg. Permit (Allowable) - Surcharge I # of Stories Length _ Plan Review I Depth - SAG City S.F. Totai - SAC, MCWCC S.F. Footprints On Sife Sewage - Water Gonn On Site Well Water Meter MWCC System _ City Water Acct. Depasit 3 PRV Required Booster Pum - S,W Permit , p SrW Surcharge Treatment PI APPROVALS Road Unit Planner - park Ded. Council _ Bk1g.0Ef. _ Copies Variance TOTAL ; .16 116 Building Ofticial Permit No. Permit Holder Date Telephone # WATER SEWER PLUMBING H.V.A.C. ELECTRIC InspeCtion Dete Insp. Comments FOOtiJ1gs I /7/?y Foundation ? ?? - v. " 1-- ? • ;' z i:3 ._, p : Framin9 Roofing J ?1', 4 /.r ' -•%-',?; ? - /.rj Rough Pibg. Yq?? wC.O Rou h Ht 9 9. isui. .' ? L1J? ? f Fireplace 61 Fnal Htg. X?/' T?q Fnal Plbg. Const. Meler Plbg. Inspector - Notify Plumber EngrJPlan Bldg. Final Deck Ftg. Deqc Final We11 Pr. Disp. , . , . CITY OF EAGAN 3830 Pilot Knob Raad, P.O. Box 21-199, Eagan, MN 55121 PHONE: 4548100 BUIL?JING PERMIT To be used for ' Est. Site Address - Lot Block SeclSub. Parcel No. ? Name W 3 Address 0 City - Phone , o Name ? •_ ! _ , c?rS z ?- 00 Q Address fz ? City Phone ? W WW Name i?. ,? n: cr ? ; Address . .``?. a? City Phone •"71- +212 I hereby acknowiege that I have reatl this application and state that the information is correct and agree to compiy with all applicabie State of Minnesota Statutes and City of Eagan Ordinances. Signature of Permitee A Building Permit is issued to: on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. 1G?57 ;? ? . 19uy OFFICE USE ONLY ' Occupancy b" " t - - ` FEES Zoning P=J RU (Actuaq Cor;rrjt Srix (Allowable; I-Fk SPIZ # of Stories -? Lengtn 25C?` Depth 143' S.F. Total 64s ?? S.F. Footprints 424 . jjv On Site Sewage On Site Well MWGC System •' - City water X X PRV Required _ Booster Pump _ Bidg. Permit Surcharge ?? ? • Plan Review SAC, City SAC,MCWCC Wafer Conn Water Meter Acct. Deposii SNV Permii SIW Surcharge Treatment PI APPROVALS Road Unit Planner - park Ded. Council Bidg.Off. _ Copies Bu'rklrng Qff'rc+al I Variance TOTAL . i' r ? J ? ?°.??a?? ?3?o7si ?. ??.?,?,? ?/s/8%?i1 ... VM?? -' .•_ . .i . _ , ' . _ . 'y'?-. .•• 7{?(!Yl7f^.:v'?,.'f. . M'+.w,•y-..r-- _ . . , , yu. •""?"""' CITY OF EAGAN A0 17314 ? 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 ' PHONE:454-8100 BUILDING PEI?I,?l ,? Receipt # 1 RIOA Tobeusedfor IHPROYElSEIdT Est.Value ;I1,000 ,000 Date EnY 1 7 , 1989- Site Address 655-1111 LONE OAK DR Lot 2 Block 1 Sec/Sub. CRAY 2HD OFFICE U SE ONLY PefCel N0. Occupancy ?Z FEES Zoning ? W Name C?Y nSEARCH. INC (Actual) Const 1?Pit eld9. Permit ?Qp Address 1440 LONE aAK DR (auowable) L$P1t g0111 1 ? ? Surcharge ? ' City 1"?NDOTA IiTS Phone 681-2902 # ot stones 4 47 77n-? Plan Review i l Length y ? Name ?Youth Con`truttioe Depth -209 SAC Cit _ O OC Address Z737 1r1 FairvigN S.F.Total 1n+000 , y U ??- City St Paul Phone 633-5050 S.F.Footprints 44000 SAC,MCWCC Wat r Conn On Site Sewage ^ e ? F W Name T?e Al l iance On Site Well W M - ater eter 'x= ? Address 400 Cllf COn AVe MwCC System XX W xx < City t'1Q1• PhOne 87 -S7 CayWater PRV Required _ S/W Permit I hereby acknowlege that I have read [his application and state that the infortnation is correct and agree to comply with all appJ?able State of Booster Pump - SMI SurCharge Minnesota Statutes and City of Eagan Ordinances. Treaiment PI Signature of Permitee ?" f APPROYALS Road Unit ??!?(; A Buildmg Permit is issued to: McGouab CUms=tuCt i011 Planner - Park Ded. on the express condition that all work shall be done in accordance with all Council applicable State of Minnesota Statutes and City of Eagan Ordinances. Bldg. 01f, _ Copies Building Ofticial Variance - TOTAL 1c7 ? ? I??? Permit No. Permit Holder Date Telephone # W*A 1 SEWER PIUMBING D ?^ o?tJ O v0 H.V.A.C. ELECTRIC ??/?I C• "C n.? / 'd. . ?a? Y ? /? ? i Inapection Date Insp. Commenis Footings I Foundation framing Roofing Rough Plbg. Rough Hlg. Isul. Fireplace Fnal Htg. Final Plbg. Const. Meter Plbg. Inspector - Noti(y Plumber Ergr./Plan s? f,(Ae? Bldg. Fnal Deck Ftg. ? Dedc Final Well Pr. Disp. S3 D 4.w..4NN01,111h -+. , . .• . -.;r? . F*9? i??AJi??;.s'Sf' .. . , . ... . . CITY OF EAGAN 42 17520 3830 Piiot Knob Road, P.O. Sox 21-199, Eagan, MN 55121 P H O N E: 454-8100 BUILDING PERMIT Receipt # To be used for SI{Y4dAY Est. Value $132,000 Date Fk8 15 Site Address 653-D L0NE OAK nR N.p Lot I Block 1 Sec/Sub. C?Y X OFFICE USE ONLY P8fC81 N0. Occupancy - FEFS Zoning _ W Name ?'?Y ?S??H• I? (ActuaqConst BIdg.Permit 752•? ; Address 14? HORTHWIND DR _ (Allowable) - b 00 0 Surcharge Cit ?`1EN?Tw HTs Phon 6$8-8321 y # ot Stories _ 488 00 Plan Review . Length _ F Name MCGUIIGN CONS'[RUCTIUN Deam - sac City i , oO a Address 2737 N gAIRyIES+? S.F.Total - ? ? Gity sT PAUL Phone 633-5050 S.F. Footprints _ SAC, MCWCC Water Conn On 5ife Sewage _ ?¢ Name 'r1?H ALLIANCE on sita weii - ter Meter W F W U? Address ?0 GLIP?dAl AVE MwCC 5ystem - a <W City MjNHEAPULI?+hone 871-3703 CityWaler _ Acct.Deposit W P PRV Required - ermit S/ I hereby acknowlege that I have read this applicatior.) and state that the Booster Pump - SiW Surcharge in(ormation is correct and agree to compiy with all applica )e State of Minnesota Statutes and City of Eag?n Ordinances. Treatment PI Signature of Permitee APPROVALS Road Unit A Building Permit is issued to: MCCOUCH CONSTRUCTION Planner - park Ded. on the express condition that a4l work shafl be done in accordance with a11 Councii -- applicable State of Minnesota Statutes and City oi Eagan Ordinances. Bldg. O1f. _ Copies Building Official Variance - TOTAL 1+ 3Q6. ?Q Permit No. Permit Holder Date Telephorte # WATEF SEWER PLUMBING H.V.A.C. ELECTRiC Inspection date Insp. Comments Footings I Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Final Plbg. Consl. Meter Pibg. Inspector - Notify Piumber Engr./Plan Bldg. Final 7 Q LfJ Deck Ftg. Deck Final Well Pr. Di$p. CITY OF EAGAN ._-'?• ?•=; ` 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 ' ' • PHONE:454-8100 BUILDING PERMIT Receipt # LEVEL 2 To be used fior FgAME Est. Value •Oate , 19 Site Address Lot 2 Block Sec+Sub. - , ?-" QFFICE USE ONLY Parcel No. occupancy ? FEEs Zoning ? W Name z Address O ...C '1(11 City Phone , o Name zr Address U¢ ? City Phone ' r W W Name ? ; Address a W City Phone ? 7 I hereby acknowlege that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Permitee A Building Permit is issued to: on tfie express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Buiiding Official (Actuai) Const - Bldg. Permit (Allowahle) - Surcharge # of Stories ? Length - Plan Review Depth ? SAC. City S.F. Total - SF F SAC, MCWCG . ootpnnts ? On Site Sewage ? Water Conn On Site Well Meter MWCC System City Water -44 Acct. Depos PRV Required / 75T? S,NV Permit Booster Pump&,. S/W Surcharge APPROVALS Treatment PI ? Road Unit Pianner ? Council BIdg.Off. ? Variance - Park Ded. Copies TOTAL /? '?/??1q ?'.P?.cI. /7'4ry l J/?X9 Tn O/ati ?.?No 9 d/ 17/fI9 Permit No. Permit Holder Date Telephone # WA7ESi ? fl' ? Ic%7 741 If9 SEWER PLUMBING H.V.A.C. ELECTRIC Mapect}on a3te 0 Insp_ aegd ?? ? Commen sv `9vi? - Footings I Foundation Framing RooNng Rough Plbg. / Rough Hig. Isul. Fireplace Final Htg. Fnal Pibg. Const. Meter Plbg. Inspector - Nodfy Plumber Engr.lPlan Bldg. Final Deck Ftg. Deck Final Well Pr. Disp. aOTIVAI LiV CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 • PHONE:454-8100 Bl?'il_DING PERMIT Receipt # To be used for COHMRrIAL Est. value $13,703.000 Date JULI Site Address 655-0 LONZ OAK DR Lot 1 Block 1 Sec/Sub. CRAY Parcel Na _ ¢ Name U•u.i RZaaeuc?,n. . ? Address 1440 WORTHIAND I ° HEI1DOrPA ?iTS City Phone o Name ??H CON32[tIfCTIOl1 00 s Address 2737 N FAIRVIEY ? City ST PAUL Phone 633-5030 W W Name (Wiiif THE ALLIAI3CE ? ; Address ? CLIFTd1?1 AVB a W City M IMdEAPOLIS Phone ?------- .- --- I hereby acknowlege Ihat I have read this intormation is correct and agree to compl Minnesota Statutes anC City o( ?jltgan Ordfr Signatureof Permitee 'A Bwlding Permit is issued to: WUM on the express condition lhat all work shall applicable Staie oi Minnesota Statutes and Buildmg Oiticial that ihe State of one in accordance with all ol Eagan Ordinances. 42 16? 50 , OFFICE USE ONLY Occupancy ?2 FEES Zoning l i Sn 28,9"'00 ` (Actua ) Const I SPR Bldg. Permit (Altowaqle) -? Surcharge ? 93S ? • • # ot stories 474 Plan Review 14 473 .00 • Length Depth -7% SAC Ci 4? ??.00 I S F T f 20o ?0 . ty ? o al . . Z- SAC MCWCC 271OZS•00 S.F. Footprints M.LO-W , On Sile Sewage _ Water Conn On Site Well ? Water Meler MWCC System - Acct' Deposil City Waler 20 ?? PRV Required S1W Permit Booster Pump - $lyy Surcharge 1'00 Treatment PI 102 7 16 - 00 ? APPROVALS Road Unit Planner - Park Ded. Councif Bldg. atf. _ Copies I 8? ? $16 • ? I Variance - TOTAL J Permit No. Permit Holder Date Telephone # WATFA SEM?LP? Ul:? i. : /• °(dGCr?- / ? /?n ?y ? ? ? PLUMBING Ihw /19 H.V.A.C. ELECTRIC Inspection Date Insp. Comments Footings I Foundation Fr9ming /114 W ?'?? S ?L} Gvi !L) Roofin9 ?l Rough Plbg. Rough HIg. Isul. FireplaCe Fnal Htg. Final PI6g. Const. Meter Plbg. Inspector - Notify Plumber Engr.lPlan Bldg. Fnal ?.? 7 QQ 1 Deck Ftg. G'!,Z v CB? l ? Deck Final Well ?/Q7 Pr. Disp. - , - _ ...., , z ._,... ?-. . _ ?.. - - 7 AR8 TRAiNI?G " . CITY OF EAGAN 1760' 3830 Rilot ICnob Road, P.O. Box 21-199, Eagan, MN 55121 ' PHONE: 454-8100 • BUILDING PERMIT Receipt # ? To be used tor 3RD 3rL00R Est Site Address 655-!1 I.0NE UAK DR 000 Date MA'R lb , 19 90 Lot 1 Block I Sec/Sub. CRAY a ryO Parcel No. ¢ Name CRAY RBSEARCFt. INC ? Address 1440 I?OR'CEiLANI3 DFt ° City ?NDOTA HTS Phone Address F City aa rnvs. Phone vj_T-xrjv W W Name THE ALLIANCE Address 400 CLIFTON aW Citv ?P? Phone 871-5703 I hereby acknowlege that I have read this applicatibn and state that the informatian is correct and agree io comply witfi ail applicable State of Signature of Permitee A Building Permit is is on the express conditi with ail Building Official ? OFFICE USE ONLY i a Occupancy I B"`2 FEFS ; Zoning - ? q i?340•00 i jActual) Const Bldg. Permit (Allowable) - Surcharge 300•00 ' i # of Stories Lenglh _ Plan Review 1,521.00 ? Depth - SAC, City ? i S.F. Total _ sAC, Mcwcc ? S.F. Footpnnts - ? On Site 5ewage _ Water Conn On Site Well - Water Meter ? MWCC System - ? City Water _ AccL Deposit PRV Required S/W Permit ? Booster Pump - g1W Surcharge ? Treatmem PI 1 APPROYALS Road Unit ? ? Planner - Park Oed. ? Council BIdg.Otf. _ Copies ; 4,161.00 ? Vanance - TOTAL Permit No. Permii Holder Date Telephone # WATER SEWER PLUMBING H.V.A.C. ELECTFiIC ' Inspection Date Insp. Comments Footings I Foundation Framing Roofing Fiough Pibg. Rough Hig. Isul. Fireplace Final Htg. Final Pibg. Const. Meter Pibg. Inspector - Notify Plumber Engr./Plan Bldg. Final Deck Ftg. Deck Final Well Pr. Disp. r I • ••?-?-' , '? ? CITY OF EAGAN •': = ? ' 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILOING PERMIT Receipt # ? To be used for Est. Value 1_ faa.,?, .(;t?: Date 19 Site Address 65 y La Al E- 2 r- Lot _I_ Block Sec/Sub. OFFICE USE ONLY Parcel No. occupancy ?, A-3 FE ES Zoning - cc Name (Actual) Const 1 S pF' gidg. Permit w Z 3 Address (Allowable) S 0 urcharge Clty Phone # ot Stories Plan Review Length _ o NBmB Depth City SAC ??-'• ` Z , ? Address S.F. Total U SAC,MCWCC 1•: ~ CItY Phone S.F.Footprints Water Conn On Site Sewage _ ? ? W Name On Site Well - Water Meter AddfBSS MWCCSystem _ a W City PhOne ' Ciry Water _ Acct. Peposit it S 'W p PFV Required ) erm _ I hereby acknowlege that I have read this application and state that the Booster Pump S,MI Surcharge information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Trearment P1 Signature of Permitee APPROVALS Road Unit A Building Permit is issued to: Planner - park Ded. on the express condition that all work shall be done in accordance with all Council applicabie Stale of Minnesota Statutes and City of Eagan Ordinances. Bldg. Off. Copies Building Official Variance - TOTAL ?Y r ? ' Permit No. Permit Holder Date Telephone # WATER SENER PLUMBING H.V.A.C. ELECTRIC Inapection Date Insp. Comments Footings I Foundation Frarrtrrrg Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Hig. Final Plbg. Const. Meter Pibg. Inspector - Notiiy Plumber Engr./Plan Bldg. Final Deck Flg. 'Deck Final weu Pr. Disp. ..... . ', . ?: ; - .- . • BUILDING To be used for CITY OF EAGAN 3830 Pllot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PH O N E: 454-8100 ? tMIT Receipt -- ; Est. Value Date Site Address ' - - ' • Lot Block Sec/Sub. uRA'' Parcel No. a Name W z Address ° City Phone x1^2902 o Name uGh , o U Address AVE U ? City Phone ' 1-3"'5050 ?W Name _F Address 5 W City Phone I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature ot Permittee -? A Building Permit is issued to:_--" ?` ' `•' '_?? ?°`w??_? i?'F` on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official OFFICE USE ONLY On Site Sewage Occupancy MWCC System Zoning On S+te Well (Actual) Const City Water (Allowable) PRV Required # of Stories Booster Pump Length Depth S.F. Total Footprint S.F. APPROVALS FEES Engr./Assess. -? Permit Planner Surcharge Council _ Plan Review Bldg. Off. SAC, City VarianCe SAC, MWCC Water Conn. Water Meter Road Unit Treatment Pt Parks TOTAL - Permft No. Permit Holdsr Date Telephono # Plumping /'?7 ?/ H:vac. , Electric swwnel- Inspection Date Insp. Comment8 Footings I Footings II j•??. 'u /•iaqQ Foundation ;Q`a Framin9 ?I??PY ?l SC Gv„d ?c/??u1? ?719? Roofing 7d,/r-F w Rough Pibg. `? ? Rough Htg. 045 ISUl. Fireplace Final Htg. Final Pibg. ? 6y - • ? /n x` OQ " ??O Bldg. Final 41/ ?: 01, Cert. Occ. -' y0'? ? Temp. LP SJs? 4 ? Deck Ftg. Deck Final Well Pr. Disp. Ci:AY Li.ix G . FACIL'LT'Y CITY OF EAGAN ?Q ???g? . ,3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 ? '. PI-!ON E: 454-8100 BUILDING PERMIT ,°:.? f To be used for ?`? ???_ Site Address 02-7 ")a Lot I Block 1 Parcel No. W Name o Addre; Name - Address Clty _ Est. Value $_. g3d. 000 I hereby acknowlege that I have read this application and state that the intormation is correct and agree to compiy with all applicable State oi Minnasota Statutes and City of Eagan Ordinances. Signature ol Permitee A euilding Permit is issued to: "CCA)UCH COIa1ST on the express condition that all work shall be done in accordance wiih all applicable 5fate of Minnesoia Statutes and City of Eagan Ordinances. Building Ofiicial Receipt # G 3967 ' 1CE U5E ONLY Occupancy A2%1 aZ FEFS ? Zoning 1% (Actual) Const IY ? 81dg.Permit 7?400•00 (Allowabie) 2 Surcharge 1,179.00 # of Slories Plan Revi w 3,700.00 Lenglh e DePth 1??1 SAC City 1,200.00 ? 3?? , S.F. Total OW Zd sAC, nncwcc (? ? Q(?? (? j S.F. Footprints i- On Site Sewage ? Water Conn ? On Site Well ? Water Meter ? MWCC System City Water ? Acct. Deposit PRV Required ? S/W Permit 20+01D Booster Pump - S/W Surcharge 1•00 Treatment PI 2,736.60 APPROVALS Road Unit ! Pianner ? park Ded. Councii ? BIdg.Otf. ? Copies Variance ? TOTAL 23.135.00 /N - 1- / zl}ll_ s// eob • PermR No. Permit Holder Date Telephone # NIAT.ER ,A2 " ?.F? c? •yVy? ? (L'/? SEInLER PCUMBING " 6,4' H.V.A.C. ELECTRIC ??CL'? n ' ? ? ? ? It?. / ,}f/?jL? •? 3 ?5 Inapection Oate (nsp. Commehts Faotings I Fountlation Framing Roo(ing Rough Plbg. ; f ?E tY?r" ..? /? Rough Ntg. fsul. Fireplace Final Htg. Final Plbg. Const. Meter Plbg. Mspector - Notify Plumbet Engr./Plan 81dg. Final Deck Ftg. Deck Finat Well Pr. Oisp. O -&-d?` ,4 • _ ? ? .U ? ?? S/ lR i? , MECHAMICAL PERMIT CITY OF EAGAN 3030 PILOT KNOB ROAD, EAGAN, MN 55122 PHONE: 454-8100 Site Addrqss Lot ! ? Neme m ? Address .: E : y ; r„ ?o rcti C C11y BLDG. TYPE ieC/Sub Res, Mult ? F_ ,< /?•l ?' r? :r/A Y Comm. _r, •//nr? Other PERMIT # RECEIPT # DATE: WORK DESCRIPTION New x Add-on Repeir Name - " e` ? s E ; Address ` • ` 'NE . O City TYPE OF WORK Forced Air Boiler Unit Heater M BTU M BTU M BTU Air Cond. M BTU Vent ? CFM Gas Pipiqg OuUets # Oo18f PERMIT FEE: S/C: FEES RES. HVAC 0-100 M BTU AODITIONAL 50 M BTU (RES. HYAC INCLUDES AJC ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM -1 PER PERMIn COMM/IND FEE -19L OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES TOWNFIOUSE & CONDOS - RES. RATE APPIIES MINIIAUAA RESIDENTIAL FEE - ALL AQD-ON dc REMODELS $24.00 6.00 1.50 EA. 12.00 MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 (ADD a50 S/C PER EACH $1000.00 OF PERMIT FEE) ?f 5" . B •. .. , 51GNATURE OF PEAMfTTEE 9'r ' s' I FOR: CITY OF if'T_' CONTRACT PRICE: 4)" Site Address Lot Block _ m Name .g Address c Ciry PERMIT # MECHANICAL PERMIT RECEIPT # CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE PHONE: 454-8100 For Office Use Only: ' - BLDG. TYPE ' WORK DESgftIPT10N ;ec/Sub Res. New Mult Add-on .P , Comm. Repair ?neOther ? Name - ? Address p City Phone TYPE OF WORK Forced Air M BTU Boiler M BTU Unit Heater M BTU Air Cond. M BTU Vent CFM Gas Piping Outlets # Other FEE: $/C: TOTAL• FEES RES. HVAC 0-100 M BTU - $24.00 ADDtTIONAL 50 M BTU - 6.00 (RE3. HYAC iNCL[iDES A/E ON NEW GAS OUTLETS (MINIMUM - 1 PER PERMIT) - 1.50 EA. ' ,vrvvva - ? =NTIAL FEE • ERCIAL FEE tGE PER PEf PERMIT PR4 FOR: CITY aF EAGAN APPLIES ?-ON & - 12.00 - 20.00 - .50 PERMIT # MECHANICAL PERMIT ? CITY OF EAGAN RECEIPT # t = ? 3830 PtLOT KNOB ROAD, EAGAN, MN 55122 DATE: CONTRACT PRICE: PHONE: 454-8100 For Office Use Only: Site Address BLDG. TYPE WaRK DESCRIPTION Lot Block ' Sec/Sub Res. Mew ? Name -? ? •? ? ' ? • '- .>l., Muft Add-on 2 , Comm. ' Rp?air "r' Address Other c City Phone "2a??- FEES ? Name ? RES. HVAC 0-100 M BTU - S24.00 c Address ADDITIONAL 50 M BTU - 6.00 p City Phone (RES. HVAC INCLUOES A/C ON NEW CONSTRUCTION) GAS OUTLETS MINIMUM 50 EA 1 PER PERMI 1 . . ( - n - TYPE OF WORK COMM/IND FEE - 1% OF CONTRACT FEE ForCed Air M BTU APT BLDGS. - COMM. RATE APPLIES TOWNHOUSE & CONDOS - RES. RATE APPLJES Boiler M BTU MINIMUM RESIDENTIAL FEE - ALL ADD-ON & Unit Heater M BTU $ REMODELS - 12.00 Air Cond. M BTU MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 Vent CFM (ADD $.50 S/C IF PERMIT PRICE GOES Gas Piping OuUets # $ BEYaND $1,000) Other $ . . . FEE SIGNATURE OF PERMITTEE S/C: . TOTAL- FOR: CITY OF EAGAN . .'? . 4' , MECHANIi ' • VI1 f 0 3830 PfLOT KNOB RC CONTRACT PRICE: PHANE; Site Address +` ?- •? Lot Block ? Sec/Sub ? Name . , ; 2' m ?o Address c City Phone 44•?? I ? Name c Address E1i-u f:.?4,a.!?,' T:; ?.vt 0 Gity Phone ' TYPE OF WORK Forced Air M BTU Boiler M BTU $ Unit Heater M BTU $ Air Cond, M BTU $ Vent CFM $ Gas Piping Outlets # Other .?`?. FEE S/C: PERMIT # ;ERMIT RECEIPT # 40, EAGAIY, MN 55122 ""' C. 454-8100 For Office Use Only: BLDG. TYPE WORK DESCRIPTION Res. New ? Mult Add-on Comm. Repair Other FEFS RES. HVAC 0-100 M BTU ADDITIONAL 50 M BTU (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM - 1 PER PERMIT) COMM/IND FEE - 196 OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE & CONDOS - RES. RATE APPLIES MINIMUM RESIDENTIAL FEE - ALL ADD-ON & REMODELS M((VIMUM COMMERCIAL FEE STATE SURCHARGE PER PERMIT (ADO $.50 S/C IF PERMIT PRICE GOES FOR: CITY OF EAGAN $24.00 6.00 1.50 EA. .j - 12.00 - 20.00 - .50 ?i Site ? Name .g Addre c City _ Name '-- ,c r+ ,., c ?• e;,? 3 Address ' p City TYPE OF WORK Forced Air Boiler Unit Heater Air Cond. Vent Gas Piping OuUets # Other MECHANICAL PERMIT CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN. MN 55122 '- `"'' _ BLDG. TYPE Sec/Sub Res Mult ? Comm. r ?- Cr.t ?-•?. Other M BTU M BTU M BTU M BTU C F M PERMIT # _ RECEIPT # - DATE: For Office Use WORK DE-qCRIPTION New Add-on Repair FEES RES. HVAC 0-100 M BTU ADDITIONAL 50 M BTU (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM - 1 PER PERMIn COMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE & CONDOS - RES. RATE APPLIES MINIMUM RESIDENTIAL FEE - ALL ADD-ON 8 REMODELS MINIMUM COMMERCIAL FEE STATE SURCHARGE PER PERMIT (ADD $.50 S/C IF PERMIT PRICE GOES - $24.00 - 6.00 1.50 EA. - 12.00 - 20.00 - .50 FEE -?" .. T??,. SIGNATURE OF PERAIH'('TEE S/C: '' TOTAL• FOR: CITY OF EAGAN c PERMIT # ' . • MECHANICAL PERMIT RECEIPT # CITY OF EAGAN 3630 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: INTRACT PRICE: PHONE: 454-8100 For Office Use Oniy Site ? Name m m Address • .. c Ciry ? Name c Address " O CitY TYPE OF WORK Forced Air BOiler Unit Heater Air Cond, Vent Gas Piping Outlets # Dther BLDG.TYPE Res. Mult Comm. Other WORK DESCRIPTION i New Add-on Repair FEES RES. HVAC 0-100 M BTU -$24.00 ADDITIONAL 50 M BTU - 6.00 M 8TU M BTU M BTU M BTU yr • - > CFM (RES.-HVAC iNCLUDES AfC ON NEW CONSTRUCTION) GAS QUTLETS (MINIMUM - 1 PER PERMIT) - 1.50 EA. CaMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE & CONDOS - RES. RATE APPLIES I MINIMUM RESIDENTIAL FEE - ALL ADD-ON & REMaDELS - 12.00 I MINIMUM COMMERCIAL FEE STATE SURCHARGE PER PERM (ADD $.50 S/C IF PERMIT PRICE FEE: SIGNATURE OF PERMITTEE S/C: TOTAL• FOR: CITY OF EAGAN - 20.00 - .50 ?/, ?. ? ? -? ? - ? ?? • y ? - fe ? -Y G ,c(l? I 44( ..?.? . j •?- - ? ?`?-? "?- `, ?/?.:.J??•?;?-4-? ? ,..3-0 "O.s/ .. , ?..?- f ??- ...... ?? , , . • MECHANICAL PERMIT ' ' - CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, IIAN 55122 NTRACT PRICE_ PFIANE 454-8100 Site Address Lot Block ? Name ' ? Address c City P PERMIT # RECEIPT # C DATE: For Office Use Only: - BLDG. TYPE WORK DESCRIPTION Sec/Sub Res New M ult Add-on Comm. Repair ? •. ?1 ? 11.I Other ione ? Name c Addre: O CitY - TYPE OF WORK Forced Air Boiler Unit Heater Air Cond. Vent Gas Piping Outlets # Other M BTU M BTU M BTU M BTU CFM FEE ='?! S/C: _ ''• TOTAL• ? FEES RES. HVAC 0-100 M BTU -$24.00 ADDITIONAL 50 M BTU - 6.00 (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM - 1 PER PERMIT) - 1.50 EA. COMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE 8 CONDOS - RES. RATE APPUES MINIMUM RESIDENTIAL FEE - ALL ADD-ON 8 REMODELS - 12.00 MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES BEYOND $1,000) SIGNATURE OF FOR: CITY OF EAGAN ? MECHANICAL PERMIT RECEIPT N CITY OF EAGAN , 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: PHONE: 454-8100 For Office Use Only: ' Sec/Sub ? Name m ? Address ' c City - ? Phone Name c Address O CttY ? TYPE OF WORK Forced Air Boiler Unit Heater Air Cond. Vent Gas Piping Outlets # Other M BTU M BTU M BTU M 8TU CFM FEE S/C: TOTAL• BLDG. TYPE WORK DES?RIPTION Res. New ?'? ? f Mult ? Add-on Comm. Repair Other FEES - RES. HVAC 0-100 M BTU - fi24.00 ADDITIONAL 50 M BTU - 6.00 (RES. HVAC INCLUDES A/C ON NEW GAS OUTLETS (MINIMUM - 1 PER PERMIT) - 1.50 EA. COMM/IND FEE - 19b OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE & CONDOS - RES. RATE APPUES MINIMUM RESIDENTIAL FEE - ALL ADD-ON 8 REMODELS - 12.00 MINIMUM COMMERCIAL FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $ 50 S/C IF PERMIT PRICE GOES . BEYOND $1,000) f ?4 . . .l . % .. SIGNATU RE OF PEftMITTEE ?"' FOR: CITY OF EAGAN 41 aQr 4x.e2 a Go??' -7- ? ? ?1 ?`?( • .?v,?-?.?c ?, - o? ? ? ,?1 • /',SU ?5'/ • 6" U-G'.,cu?i,/,?IQ?w 4f -G u-?le-,Ctw- .? t7-i3 - rq ?.?u ?L?.L.4?/? `?_'`"J ,. << ' c - 141-Q0 ? ?y.t • ? • ?, CONTRACT PRICE: Site Address Lot Block m Name .g Address c City ? Name ? Addre: 0 City - PERMIT # PLUMBING PERMIT CITY OF EAGAN RECEiPT # 3830 PILQT KN08 ROAD, EAGAN, MN 55122 DATE: ?? ?? _ Sec/Sub COMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS - COMM RATE APPLIES TOWNHOUSE 8 CONDO - RES. RATE APPLIES MINIMUM - RESIDtNTIAL FEE - $12.00 MINIMUM - COMti'/IND FEE - $20.00 STATE SURCHARG PER PERMIT - .50 BLDG. TYPE WORK DE3CRIPTION Res. New Mult Add-on Comm. Repair Other RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTURES TOTAL Water Closet - $3.00 $ Bath Tubs - $3.00 Shower - $3.00 Kitchen Sink - $3.00 Urinal/Bidet - $3.00 laundry Tray - $3.00 Floor Drains - $1.56 Water Heater - $1.50 Whirlpool - $3.00 Gas Piping Outlets - $1.50 (MINIMUM - 1 PEii PERMIT) Softener - $5.00 BEYOND $1,000.00) weu - ,$io.oo PrivatB Disp. - $10.00 - Fough Openings - $1.50 SIGNATURE OF PERW fTEE FEE: - ? STATE S/C: - FOR: CITY QF EAGAN GHAND TOTAL: ; ? - - - _ _ ? CONTRACT PRICE Site Address Lot ? - Name S? Addre ? Cay 1 Name ? ? Addre ? City t rL.uMesinu rersMi I For Offlce Usa Only CITY OF EAGAN PERMIT # 3830 PILOT KNOB ROAD, EAGAN, MN 55122 RECEIPT# ? PH4NE 4548100 DATE: ? , tU11c CAIC BLDG. TYPE WORK DESGRIPTION ? Block Sec/Sub Res. New Muh. Add-on T- ''?t S Com m. Repair ? ,.. ,. , „ r, -_ Other FEES COMM./IND. FEE - 1% OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES TOWNNOUSE & CONDO - RES. RATE APLUES MINIMUM - RESIDENTIAL FEE $12.00 MINIMUM - COMM.IND.IFEE $20.00 STATE SURCHARGE PER PERMIT .50 (ADD,$.50-$?C PER EACH $1,000 OF PERMIT FEE) RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTURES TOTAL Water Closet - $3.00 $ Bath Tubs - $3.00 Lavatcry - $3.00 Shower - $3.00 Kitchen Sink - $3.00 UrinaUBidet - $3.00 Laundry Tray - $3.00 Floor Drains - $1.50 Water Heater - $1.50 Whirlpool - $3.00 Gas Piping Oudets - $1.50 (MINIMUM -1 PER PER1AIn Soitener - $5.00 Well - $10.00 Private Disp. - $10.00 fiough Openings - $1.50 ? U. G. Sprinkler System - .00 PERMIT FEE: STATES S/C: , ? ? GRAND TOTAL: ??C%• ? v ;_ _.• . __ _ _ ?. ???, . _ _ ;._? _ . . . . s. . , . ? . .. . ,. . . °•?--?.-? _. ,;.i,. PERMIT # ,? ? • . _ ?-> ': ! .? ? r = PLUMBING PERMIT pECEIPT # x/ CITY OF EAGAN / J ? 3630 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: ' CONTRACT PRICE: PHDNE: 454•8100 Site Address I-f4f Nsy Lot Block Z Sec/Sub m Name ro Address 60 171 c City l Z J; L'? N' ?? Phone ? Name L?( - ` 3 Address p City .'i7, 19t? ?"•? kar-,":. Phone FEES COMM/IND FEE - 1% OF CONTRACT FEE APT BLDGS - COMM RATE APPLtES TOWNHOUSE & CONDO - RES. RATE APPLIES MIIVIMUM - RES4DEIVTIAL FEE - $12.Q0 MINIMUM - COMM/IND FEE - $20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES BLDG. TYPE WORK QESCFiIPTION Res. New Mult. Add-on Y Comm. ? Repair Other RES, PLBG. ONLY - CaMPLETE THE FOLLOWING: NO. FIXTURES TOTAL Water Closet - $3.00 $ Bath Tubs - $3.00 Lavatory - $3.00 Shower - $3.00 Ki?.chen Sink - $3.00 Urinal/Bidet - $3.00 ? Laundry Tray - $3.00 Floor Drains - $1.50 Water Heater - $1.50 Whiripool - $3.00 Gas Piping Outlets - $1.50 (MINIMUM - 1 PER PERMIT) Softener - $5.00 Well - $10.00 Priuate Disp. - $10.00 Rough Openings - $1.50 OF FEE: I , r lllkle STATE S/C: FOR: CITY OF EAGAN GRAND TOTAL: PERMIT # Site Addressw? Lot ? m L Name ' _.f 1.:.. . -., t_ •, ,. . g Address i r._ . r41 C.. , i. : yt- y '.7:' c c City ' ! Phone _ ? Name ? 3 Address o City - COMM/IND FEE -1% C?F GONTRACT FEE APT. BLDGS - COMM RATE APPLIES TOWNHOUSE & CONDO - RES. RATE APPLIES MINIMUM - RESIDENTIAL FEE - $12.00 MINIMUM - COMM/IND FEE - $20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES BEYOND $1,000.00) 4 J a PERMIT RECEIPT 4t EAGAN ?D, EAGAN, MN 55122 DATE: _ BLDG. TYPE WORK DESCRIPTION Res. New Mult. ' Add-on Comm. ? Aepair Other RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTURES TOTAL Water Closet - $3.00 $ Bath Tubs - $3.00 Lavatory - $100 Shower - $100 Kitchen Sink - $3.00 Urinal/Bidet - $3.00 Laundry Tray - $3.00 Floor Drains - $1.50 Water Heater - $1.50 Whiripool - $3.00 Gas Piping Outlets - $1.50 (MINIMUM - 1 PER PERMIT) Softener - $5.00 Well - $10.00 Private Disp. - $10.00 Rough Openings - $1.50 FEE: ?;??'??•-- STATE S/C: / ° GRAND TOl l `/-?o - ? y ?? • .?"•?. G! - ? G? ?? ,?_?. as ? N-gq Ou, (?L?. 0?•2' Wa.sYre ?)(('?? I ST FL oc?/L TD/L?T ?1'S l?. ?.? • c?...,c?a?a? t U??' o? i r7-- 10 _t? tF-'? ?'u't'i?', ( ? l .'?cG ? ,•. k A _L . ? - /3-?y .?? ? aca PS( !,!?lQ2aST?37/G D ? G!-G W4125e O (r_ ?p g q pL? a`2?i /? S e ?? t?^'? /QrOP"CU?bn , 41 ?,,?tiQ'1????"^'?-- ?kt-J• ? . ' PLUMBING PERMIT ' • CITY OF EAGAN 3830 PILOT KN08 ROAD, EAGAN, MH 55122 NTRACT PRICE r-1 71. -^ PHONE: 454-8100 Site Addr9s: Lot ' ? Name ? Addrp c City 4 d c 3 O Name _ Address Ciry SeciSub FEES COMM/IND FEE - 1% OF CONTRACT FEE APT. BLDGS - COMM RATE APPLIES TOWNHOUSE & CONDO - RES. RATE APPLIES MINIMUM - RESIDENTIAL FEE - $12.00 MINIMUM - COMM/IND FEE - $20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S1C IF PERMIT PRICE GOES BEYOND $1,000.00) PERMIT # FiECEIPT 3i DATE: BIDG. TYPE WORK DESCRIPTION Res. New Mult. Add-on Comm. Repair Other RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTURES TOTAL Water Closet - $3.00 $ Bath Tubs - $3.00 Lavatory - $3.00 Shower - $3.00 Kitchen Sink - $3.00 Urinal/Bidet - $3.00 Laundry Tray - $100 Floor Drains - $1.50 Water Heater - $t 50 Whirlpool - $3.00 Gas Piping Outlets - $1.50 (MINIMUM - 1 PER PERMIn Softener - $5.00 Well - $10.00 Private Oisp. - $10.00 Rough Openings - $1.50 FEE X ?? ' ? f! FOR: CITY OF STATE S/C: AS ? GRAND TOTA'L• ' ra.vmaIna r&nml I Fof C ., CITY OF EAGIIN PERMIT# _ NTRACT 3830 PILOT KNOB ROAD, EAGAN, MN 55122 RECEIPT # PRICE? ?Zr pHONE 4548100 DATE: _ Lot Block L IYQIIIQ ? Address :Qrt,n ?l? c City ?A(.`1? IrY1?t ? Add?eSS - t;?'filr ?uc2 O;i i Phone FEES COMM./IND. FEE -1°b OF CONTRACT FEE APT. BLDGS. - COMM. RATE APPLIES TOWNHOUSE & CONDO - RES. RATE APLLIES MINIMUM - RESIDENTIAL FEE $12.00 MINIMUM - COMM.IND./FEE $20.00 STATE SURCHARGE PER PERMIT .50 (ADD $.50 S/C PER EACH $1,000'OF PERMIT FEE) BLDG. TYPE WORK DESCRIPTION Res. New ?!4 Mult. Add-on Comm. Repair . O[her RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTURES TOTAL Water Closet - $3.00 $ Bath Tubs - $3.00 Lavatory - $3.00 Shower - $3.00 Kitcharr Sink - $3.00 UrinaVBidet - $3.00 Laundry Tray - $3.00 Floor Drains - $1.50 Water Heater - $1_50 Whirlpool - $3.00 Gas Piping OuUets - $1.50 (MINIMUM -1 pER PERMIT) Saftener - $5.00 Well - $10.00 Private Disp. - $10.00 Rough Openings - $1.50 a Q PERMIT FEE? ' -- - STATES SIC: FOR: CIN dF EAGAN GRAND TOTI ?? . .. .. . INSPECTIO CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 PERMIT TYPE: Permit Number: Date Issued: 11 1 N+, N.'?..? 1 .t ? SITE ADDRESS: l 0 -i t 1 litat 0) A M" f1 fr PERMIT SUBTYPE: ., !A! It.Rfii I(:t M f{ ] 1' I 1 iJM (I f'AY ftl- '-i Af0'll i INSPECTION D. • .• f? r?P1 i???. : i??il ??f?? 1 YJ ?ill ji i t 4 ri; !. 11 t N f f ft t IN<<i (il"MAFK>: %'1"t'AFtAFF Nf11M11S Akf .Ht.W111tt I+ f[ik ANY 4'1_11MNIMii O!r F 1 t( 117Lt'A1 11-11441 APPLICANT: TYPE OF WORK: Permft No. Permit Holder Uate Telephone # ELECTRIC 0 ;f 95 497 PLUM8ING HVAC •? 9Jr 04 ' 9?3 Inapecdon Date Insp. Comments FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEAT'ING J GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL l BSMT R.I. BSMT FINAL DECK FTG OECK FiNAL CITY OF EAGAN 3830 Pilat Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: ! 11Mt iiA t. PERMIT SUBTYPE: .. TYPE OF WORK: tiF '•:C.fi I I' I I UN a? ?r (f kAY NF',1' Akl tt l . .• . .. . . c?u?y /?: 1 ??kn??t c?nFra?i? w t 1 ?t ? r???I ? Nr? I??trE: h?. ?EF'A{tq 11' PF F:iq! I'. ltht? I4F Cti1110 0 i 01c AF1Y 1'1 i1MES I N1.1 fiii t I i? 1 ir 1 0 NI Ililiel ? I LL -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - INSPECTION RECORD PERMIT TYPE: Permit Number: Date Issued: APPLICANT: Permft No. Permit Holder Date Telephone N S/VN PLUMBING HVAC ELECTRIC ELECTRiC Inspectlon Date Insp. Commsnts Footings I " / l ! ? Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Flreplace Final Htg. Orsat Test Final Plbg. Plbg. Inspector - Notify Plumber Const. Meter EngrJPlan Bidg. Ffnal Deck Ftg. Deck Final Well Pr. Disp. , ,. . SEWER & WATER PERMIT CITY OF EAGAN 3830 Pilot Knob Rd. Eagan, M N 55122-1897 DATE METER # CHIP # METER SIZE ISSUE DATE SITE?7DDRES LOT BLOCK I_SEC/SUB , 1 ? ADDRESS: I CITY, STAT PLUMBER: ADDRESS: CITY, STATE v1 if PHONE: %Ia-La- OWNER: ADQRESS: CITY, STATE 21P PHONE: PERMIT DATE 8j' ' PERMIT # 10700 B.P. RECEIPT #' 3132 B.P. RECEIPT DATE 7 2f? 89 - PRV _. BOOSTER PUMP PERMIT REQUESTED ? SEWER WATER _ TAPS' ? COMM/IND ____ RESIDENTIAL? X NEW , EXlSTING Sprinkler Meters are to be Ins I of Domestic Meters on Water WILL NOT be qiven for Deduct M i AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES SIGNATURE WHEN METER ISSUED PLEASE ALLOW 1W0 WORKING DAYS FOR PROCESSING. CALL 454-5220 FOR INSPECTIONS. FOR STORM SEWER PERMRS, CONTACT ENGINEERING DEPT. aATE JiMB 26. 1990 -- - --- --- ----• r?/37/90 METER # PERMIT OATE CHIP # PERMIT # i i-478 (WAT3r'} METER SIZE 14*XRECEIPT # C8555 ISSUE DATE 9.04REGEIPT OATE 6LI 2- 61 40 ? PRV _ BOO5TER PUMP SITE ADDRESS $55 ?? OAK DgIXV LOT ! BLOCK 1 SEG/SUB CRAYyADD ZIP .1. SAKE ZIP OWNER: - ADDRESS:_ PERMIT REQUESTED ??pA??,SFRl xi!'J,L? R _ SEWER - WATER _ TAPS _ COMM/IND - RESIDENTIAL NEW _ EXISTING Lawn Sprinkler Meters are to be Ahead of Domestic Meters on W Credit WILL NOT be given for Dedui EAGAN TO OF GITY, STATE ZIp 5:i12 1 PHONE: SIGMATURE WHEN METER ISSUED PLEASE ALLOW TWO WORKING OAYS FUR PROCESSING. CALL 454-5220 FOR INSPECTIONS. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. CRAY RESEA1tCR 1 i? CiTY OF EAGANy, ermit o: ? 5 b 1?. / 6/ 88 3830 PilotKno6 oa"ad Date: Meter No: ? C/ </o Size: c P.f3. 8ox 217 99 Reader No: ??+ ?'.G_ .?? Eagan, i{+IN 55121 Date: ? Z- ;7- n,.,.,e.. Chg: Zoning: - - No. of Units: rmit Fee: - S t n ?n ?d rcharge: 1 agree fo comply with the City ot Plant Ordirtances, ter. f, 7. 00 IR'TEMpoRt WATER SERVICE PERMIT , .. CITY OF EAGAN Permit No: Daie: 3830 Pilot Knob Road Meter No: P.O. Box "1199 ` Size: Reader No: Date: Ea,gan, IIf?V 55121 Conn. Chg: 2oning: Acct Dep: No. ot tJnits: Permit Fee: Surcharge: Tr. I agree to comply with the City of Eagan Plant Meter. ., Ordlnances. ,- ~Teieft"Am-, WATER SERVICE PERMIT no ".1 1 SEWER b WATER PERMIT CITY OF EAGAN 3830 Pilot Knob Rd. P.O. Boit 21199 Eagan, MN 55121 9.-A OFFICE PERMIT DATE 616E,"WATER PERMIT # SEWER PERMIT # METER # B.P. RECEIPT # READER # B.P. RECEIPT DATE METER SIZE ISSUE OATE _ PRV - BOOSTER PUMP SITE ADDRESS PERMIT REQUESTED LOT -1-BLOCK -i-SEC/SUB ..1? SEWER ?. WATER _ TAPS APPLICANT: ?/ ADDRESS: ? ? ??-? yti1 X CpMM/IND - RESIDENTIAL CITY,STATE ?` ' ZIP PHONE: NEW - EXISTING ABER: 4ESS: ' - , STATE ZIP ? NE: IER: - t STATE ZIP ALLOW TWO WORKING DAYS FOR PROCESSING. FOR STORIA SEWEFi PERMITS, CONTACT :RING DEPT. SEWER`& WATER PERMIT CIVt OF EAGAW 3830 Pilot Knob Rd. P.O. Box 21199 Eagan, MN 55121 OFFICE USE ONLY PERM(T DATE 6f '- / ', WATER PERMIT # t`i498 SEWER PERMIT #_ METER # - . READEA # _ METER SIZE ISSUE DATE I AGREE TO COMPLY WITH CfTY OF EAGAN ORDINANCES: SIGNATURE WHEN METER ISSUED B.P. RECEIPT # YUysj P.P. RECEIPT DATE 2/6 /89 _ PRV - BOOSTER PUMP SITE ADDRESS ?? ??SL?'"n • a PERMIT REQUE3TED LOT --"LOCK T_SF[:lSl1R cJ?RY 17 _C?l 41 D/7' __- APPLICANT: ?.?? XSEWER _,?(_WATER - TAPS ADDRESS: ? )LO AAJ210Y'] ? uk- ', V • X COMM/IND - RESIDENTIAL CITY, STATE '" ? M Yl ZIP L?'4' Z',_ PHONE: Gi4o?L'A I I J 9 NEW - EXISTING PLUMBER: ?&Ad T 6? ? ADDRESS: 7' CK-2 WfZtLylE. KUL CITY, STATE `mvva ? mv" ZIP _:: %Z` ? j PHONE: `44 q' ,?->j OWNER: ADDRESS: CITY, STATE ZIP PHONE: I4GREE TO COMPLY WRH CITY OF E.AGIAIV ORDINANCES: ----- .? ? , If &Ir?dG wIor wucwflmo Ae" cl iRn PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. FOR STORY SEWER PERIIITS, CONTACT ENGINEERING DEPT. EWER & WATER PERMIT ITY OF EAGAN < <.?; ? C 4)) 630 Pilot Knob Rd. .O. Box 21199 aQan. MN 55121 OFFICE USE ONLY PERMIT DATE -7 / r' / WATER PERMIT # 10599 SEWER PERMIT # METER # B.P. RECEIPT #E READER # B.P. RECEIPT DATE 3/ 15 89 METER SIZE ISSUE DATE - PRV - BOOSTER PUMP : AqDRESS vC- -LBLOCK _j___SEC/SUB =? ?'? h y , STATE L, tL-*2 Vv i r' ZIP ZIP _ F: I--( ? kAl_"tLC.' 1 I STATE ZI P PERMIT REGIUESTED ? SEWER _4 WATER - TAPS ^ COMM/IND - RESIOENTIAL X NEW I AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES: - SIGNATURE WHEN METER ISSUED PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. FOR STORM SEWER PERMITS, CONTACT ENGiNEERING DEPT. 4 ? .? ? ?Q `??,?"? IM lOFTYt1U DIV CITY OF EAGAN 158 5O ,3830 Pilot Kn<rb Aoad, P.O. Box 21-199, Eagan, MN 55121 - ' ,PHONE:454-8100 _ BUILDING PERMIT Receipt u i To be used tor COMMRCI" Est. value $13,703 ,DOb Date .TU1.1' 26 1989 i Site Address 655-0 1.ONS QA1C 9It LOt 1 BIOCk 1 SCGSIIb. _ CRAX OFFICE USE ONLY PBrCeI N0. OompancY ?2 FEES zoning . 6.00 i m Name C1tAY RS&EARCB. IbFC I 6Pi YE•94 [L4 ; W t,?cc?a?, co?s? eiag. rermn o Addreu 1440 1?1BTNI.AND DR (awwacie) I BPY . sumnarge 1.4330 ? CiTy ???A M Phone "1-2903 r oi stoa? l4.473.00 Le?? ?14 Plan Rewew C o Name ?WUGH COZIBTBUCT0lI oe?n sncay .4.700.00 Qi Address 2737 N BAIR1/IfiW SF.tmai ?L? 27.025.00 ? City ST pw1A. Phone - 6'3-?? S.F. Footprinis }6?000 ?'c. Mcwcc On Sile Sewage water Conn 10city Name T? ?I?$ a, sae waii W?r Meler 1 Address 400 CLIFT'ali A{B Mwccsystem ? lRIiNEAPOLIS Phone caywa?r ^?.?vose 20.00 j PRV Required - SNJ Permit r, I hereby acknowlege that I have read this app?' ation and state ihat the Baoster Fump - gryy Surcnarga 1•00 mformauon is correct aotl agree to compty fh atl ap hcable State of Minnesota SlaWtes ar?City of E gan Ordma es. Trealmenl PI 10. 7ib.? I Signalure of Permitee AP7NOVALS qoatl Unil ? j lIC?DUGH COINSTRUCY'ION ? A Budding Permit is tssued So:_ Pla""ef - Park Ded. I On tlre expfe55 condilion thatell work Shall be done m eCCOManCe wilh all ?npl - , applicable State ol MmnesWd Statutes and Ciry of Eagan Ordinances. gyg, pff, Copies i euiw„y aiwiai varianca _ roraL 87!816.co a ? ,2 /? r- - _ ?. -? ., ,, .. ., n -- _ -- -, -? ? s ?? • - D 1. ??11 ??' ° • _ •• ? 1 ? ' ? ! ? • . . i • ? .,, . . . i i •' s?? .. , - ???'? ' 1!i 441b w• . ?! ? •• ' • -^?... ? ' , ? ?#• x.s? .. _..? y? rrii?.:st, . , ? a?• ? r * ? X SE}IIER &' WATER PERMIT • • ChTY OF EAGAN 3830 Pilot Knob Rd. Eagan, MN 55122-1897 DATE / l81 PJ ? /or C 1. ? OC Ci 4: ? 0 4D ( ( f' ? a ( c ADDRESS: 144<:; N Nl.i4H? VQl CITY, STATE OleylVOTA W$4 ZIP PHONE: OFFICE USE ONLY MEfER # PERMITDATE CHIP # PERMIT # METER SIZE B.P. RECEIPT # ISSUE DATE B.P. RECEIPT DATE I PRV _ BOOSTER PUMP SITE ADDRESS ( ?" G I.C.W16 f*I L 2d.IUE PERMR REQUESTED LOT ?LOCK _SEC/SUB X K SEWER WATER _ TAPS _ APPLICANT: ? ii?4l7Ylf7 ADDRESS: f'z1C7[? N161?t('a,V1 Fs (, h\C.r=s gQ - COMM/IND _ RESIDENTIAL CITY, STATE ???, W1 ?1 T - ZIP __ NEW _ EXISTING 413 PHONE: 52 LaWn Sprinkler Meters are to be Installed ??n T?ti1G? PLUMBER: Ahead of Domestic Meters on Water Line. ADDRESS: ?IL70 iMc'DiC.INE l ,Od.L.E Cr ' WILLNOTbegiven eductMeters. CITY, STATE ZIP ?' PHONE: ? M ? AGREE TO CO Y WITWCITY OF OWNER: CZPe"t L'CN EAGAN ORDIN CES SIGNATURE WHEN METER ISSUED PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALI 454-5220 FOR INSPECTIONS. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. '7 ?ID y,?? : ???:.•P. J.,,? ?iL -L?;?C-cf? ? ? ?? ? ,l/ - H_. eME p? ?%? ?OM ) tGj 41??tlzl? ?/ 'I ! i .? ? _ • • 0-- .6• 1' 1• • f • 0 t• o ? ?. .- " ? - ^ • . ? :..w /?_L, LL;,:xr,I/ ? ?-w 4019-?R 1 '? ?'S _ ?Lv.«6.r¢ AI ay d v,d oe e IVoa L • c )?! so p ! O • c" • ID g • c > ? 6 , ,. ?? ??nf? • ? ?? CBAT 8E$EAS H <.:: CITY OF EAGAN DLDG B(CCti? 3830 PiIM Knob Roed P O 80 21 199 Ea MN 5512 6 . x - ? 9an, 7 . BUILDING PERMIT PHONE: 45q-6100 ?!W?`? . . ... .-,'iieceipt# ? Tobeusedtor ?.?t LJ Est Value? '415"s OOQ -? - Oate HAM iS ?ga9_ Sde Address 653-B 3A11£ OAS 0$ ' Lot - 1 Block 1 $ec/Sub. Parcel No. _ W I Name CRAY RESEAYCEt. INC ? Address 1440 tWPY? DR City ?? M Phone 681-2902 g Name ??CN C81ffi?Y'I $a Address _ 2737 N PAIRVIEfi ^ ?. City ST !`Al1L phpne 633-3030 Name 1'HE A1.L1A19CE Address ? CI.IPiON AYB City !(INNfiAPOLISphoneETl-5705 I hetgpy adcnowlege thaz 1 have reatl this aPplica(qn gM stete that the information is correa arid agree to mmply? vrith atl applicable State of Mmnesota Statules a?f1 -"?? ? of Ea9an,O?.r/dIn?9?n5gnature of PermitcewY[a . .- a suikfirg aarmn is ixwed w: ?UM CONSTRUC7IQ11 on ihe exwess condl6on ihat all wak shall hn Mm in wrmrrlarvv, WNh a11 :OFFICE USE ONLY - ? . . Ocapency FEES - , Zoning {Aduaq Cwst ? :8qg. ae(mn . 2,340, (abwable) . .- -.---surd harge $00J00, rasmres -- - 00 R 1,170, a ? W evin,, D&pM `... - -snc:car i.800.00 S.F.TOiel ?.?SAC.MCWCC10•330.00 $F. FyoWiltls - . . . _ - ' on sae sewa9e watw conn '- ; an sae weli - : ' wateraeter ? Mwcc syaiam - " 3 ? cah,wmm 0. ? ,nca..flea?srt .PRVReQUirBA '"ANPertnil 200 ?'?BooSlBrPumG ? - .Sws-Charge 1.? ? . _. - ? . 7reatrnenl PI i• 104•DO `APPROVALS - " ? ,: . floed Writ ? Pmnner- " ? . ' .COUncil ' - - Park oed. _ . . ? . CRAY sLDG B , CITY OF EAGAN N? 16116 (CCN BLIYG) Q830 Pilat Knob Road, P.O. 8ox 21-199, Eagan, MN 55121 " PHONE:454-8100 BUILDING PERMIT Receipt # 7o be used for FOl7NDATION Est. Value Date , 19$9- Site Address U" S S -& Lot 1 Block 1 SeGSub. CRAY ;? Nn OFFICE USE ONLY PBtC@I N0. Oaupancy - FEES Zoning - w Name CRAY RESEARCH. INC (ACNap Const _ eldg. Permrt 250.00 ; AddreSS 1440 NORTHLAND DR (A1lowable) - ° Surchar e 9 City ?NDOTA HTS Phone 681-2092 (ERIC aoisrories - Plan Feviaw Length _ a Name MC(:OTIGH CONSTRIi(:TTON Depth - SAQ City i 0 a Address 2737 N FAIRVIEW sP.rotal _ ' ? City ST PAUL Phone 633- O 0 (.TiM S F. Faotpnnts _ SAC, MCWCC Water Cqnn On SRe Sewa9e _ ?? w Name THE ALLIANCE On Sne Well - water Meter w ?X-- zz Address 400 CLIFTON AVE MwcCSystem _ aw Cj(y MPLS PhOne 871-7212 (SCOT City Water _ Accl Deposit ? SNV P l PRV Reqwred _ ermi I hereby acknowlege ihat I have read this application and state ihat the Boosler Pump - SnN Surcharge information is correct and agree to comply with phcable State of Mmnesota Statutes and C oi Eag Ordinance . V Treatment PI ./,,?? Signature of Permitee '?'? '? -"l 4 APPNOVALS Road Unit ABuiltlingPermRisiss edto: M('C:(1Uf:H C(1NSTRli(`TTON wanner - parkDed on Ihe express condition that all work shall be done m accordance wrth ail Council applicable State of Minnesota Statutes and Crty of Eagan Ortlinances. gidy. pff _ Copies BuildingOflicial n?ltwffU?Qi4?-i Variance - TOTAL 250.00 CxnY SOFTWARE DIV CITY OF EAGAN BLDG D 3830 Pilot Kno6 Road, P.O. Box 21-799, Eagan, MN 55121 k PHONE: 454-8100 BUILDING PERMIT Receipt # C To be used for COMMERCIAL Est. VaWe $13, 703, 000 Date JUL3 Site Address 655-D LONE OAK DR Lot i Block I SeclSub. CRAY Parcel No. g Name CRAY RESEARCH. INC o Address 1440 NORTHLAND DR City MENDOTA HTS phone 681-2905 a Name MCGOU('H ON TRIf TTON AddrBSS--2737 N FAIRVIF.W City ST PAIrL. Phone 633-5050 WWIName TAE ALLIANCE ?? Address 400 CLIFTON AVE aW City MINNEAPOLIS phone I hereby acknowlege intormauon is correct Minnesota Statutes an Signature ot Permitee A Building Permit is is: on the express Condiii apphcable State of Mir Building Otficial P I have read this apation and state Ihat the -agree to compty h all apBlicable State of work shall 6e done in accordance with atutes antl Ciry of Eagan Ordinances. iV2 16850 at?a 6 , s 89 OFFICE USE ONLY Occupancy B-2 FEFS Zoning PD (ACtual)COnsl I SPR gldg.Permit 28,946.00 (Nlowahle) I SPR Surcharge 1.935. iJ0 N of Stones 5 Len9th 474 PlanReview 14.473.00 DePth 294 snc, cay 0 4,700.0 S.f.7otal 200 OQO MCWCC Z1.925.00 SAC S.F Foolprinis 56+QQ0 , On Sile Sewage _ Water Conn On Sile Well Water Me1er MWCCSystem XX City Waler ](]{ Accl. Deposit PRV Requvetl - S!W Permif 20.00 Boosler Pump - S/W Surcharga 1.0 ? 7reatmem PI 10a 716 00 AVPRO4ALS Road Uni[ Planner - park Detl. Council BIdg.Olt _ Capies - Variance - TOTAL 87,816.00 N? 16157 CxnY SoFTwnK TxnINING CITY OF EAGAN BLDG A y 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE:454-8100 /I BUILDING PERMIT To be used for COMMERCIAL Est.value $2,852,000 Receipt # ? 1989 SiteAddress 655-A LONE OAK DR ? Lot -2? Block _I Sec/Sub. ?R?1Y 1 Parcel No. Im IName CRAY RESEARCH. INC o Address 1440 NORTHLAND DR City MENDOTA HTS Phone 681-2902 o Name McGough Construction g? Address 2737 N Fairview Ave City St Paul Phone 633-5050 gw Name The Alliance s? Address_400 Cliftnn Ava aw City MinnPannlicphone 871-7212 I hereby acknowlege that I have read this aqplication and state that the informa0on is correcl and agree to comply/with all applicable State of Mmnesota Statutes of Ea `an Ordidf ces. ?6?0 ? ? Sgnature ot Permitee A Building Permit is issu MCGOUGH CONSTRIICTION on the express condition tall work shall be done in accordance with all applicable State ot Minnesota Statutes an.dy ?Ciry?{of Eagan Ordinances. Bwltling Oflicial ..OU/1 ?1 I I11J OFFICE USE ONLY Occupancy B-2 -A-3 FEES Zaning PD RSC (ACtuap ConTt-FR SPR Bldg. Permn 79956 - On (AllowaEle?i-FR SPR Surcharge 1.155.60 # of Stories 3_ Lengih 25-4 ? Plan Review 3; 628. 00 Depih _IA3 ' SAG Ctly S.FTOtaI 64,700 S.F Foolprinfs 24_75(1 SAC,MCWCC On Sile Sewage _ Water Conn On Sne Well - Water Meter MWCC System xx City Water AccL Deposit PRV Required - SW Permit Baoster Pump - S/W Surcharge TrealmeN PI APPfiOVALS Roatl Unit Planner - park Ded. COUnCiI BIdg.Ofl Copies Variance - TOTAqYr2?,03?9. 60 MW DOFTWARE DNISION CITY OF EAGAN N? 16369 3880 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Receipt # ? To be used for FOUNDATION Est. Value Date APR 27 , 7989 Sde Address 655-D LONE OAK DR Lot 1 Block 1 Sec/Sub. CRAY a? OFFICE USE ONLY PdfCel r10. OCCUpancy _ FEES Zoning - w Name CRAY RESEARCH, INC lACWaI)COnst Bldg Permit 300.00 o AddreSS 1440 NORTHLAND DR _ (Allowable) - Surcharge Cih, MENDOTA HTS phone 681-2902 #orsrories - Plan Review Length _ o Name MC(;Oli(:N CONSTRIICTTON Depth - SAQ Ctly i AddrOSS 9737 N FATRVTFW S.F.TOtal u SAC,MCWCC ? City ST PAIli. PhOne 67a-5(150 S.F Footpnrns _ Water Conn kitm On Site Sewage _ ww Name THE ALLIANCE On Site Well - W t M te er r a e z3 Address 444 CLIFTON AVE MwCCSystem _ <W City MINNEAPOL•IS Phone 871-5703 City Water _ AcctOeposit W P S PRV Reqmred _ t ermil I hereby acknowlege Ihat I have read this apphcanon and sta[e thal [he Booster Pump - SiW Surcharge mformahon is correct and agree to comply with all applicable State of Minnesota Statut¢s and C tM.pf Eagan Ordinances.1 Treatment PI ) / Signature of Permitee ?l-`d- ??, ? t a-? .CZ?.FC1t?-? APPHOVALS Road Uml A ewidmg Permn is issued to: MCGOUGH CONSTRU&ION Pianner - park oed. on the express condition that all work shall be done in accordance with all Coumil .rilicable State of Mmnesota Statutes antl City ol Eagan Ordmances. Bldg. Oft. _ Copies , ding Official ??.Apid, 1 `M ? Vanance - TOTAL 300•00 CitAY CITY OF EAGAN NQ 16286 COMMONS BL*? ` 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 i " PHONE: 454-8100 ? I CJ ` Q BUILDING PERMIT Aeceipt # To be used for FTG & FOUNDATIONESt. Value Date APR 13 , ?g 89 SiteAddress 655-C LONE OAK DR Lot 1 Block 1 Sec/Sub. CRAY OFFICE USE ON?Y P91C81 N0. Occupancy _ FEES Zomng - m Name CRAY RESEARCH, INC (ActuaqConst - Bldg Permd 156.00 W o AddreSS 1440 NORTHLAND DR (Allowable) - Surchar e City MENDOTA NTS Phone 681-2902 # af $tories g - Plan Peview Lengih _ o Name MCGOIIGH CONSTRUCTION Deplh - SAQ Qly , ?a Address 2737 FAIRVIEW AVE N S.FTOtaI - S C MCWCC m A , 1- City ST PAUL Phone 633-5050 SF Footprints - Waler Conn On Sne Sewage _ Name THE ALLIANCE OnSileWell - WalerMater ww ?9 Address 400 CLIFTON AVE S MwCCSystem - <w City MINNEAPOLIS Phone 871-5703 arywater qcct oaposn - W Permn S PRV Reqmred r _ I hereby acknowlege that I have read this a hcanon and state that the Booster Pump - SnN Surcharge mlormation is corre ic? agree to comply wRh all pplica6le State of Minnesota StaNt and Cit) o Eagan Ordid incesw Treatment PI Signature ot Permitee L? APPHOVALS Road Unit A Builtlmg Permit is issu d MCGOIIrH CONSTRIICT70N Planner - park Ded. on the express conditi0 t Iall work shall be done in accordance with all Council applicable State of Minnesota Stalutes and City of Eagan Ordmances. Bmg Off _ CoPies ? 1w? 'ry 61 I "M A Building Official Variance - TOTAL 156.00 CRAY BLDG C COMMONS FACILITY BUILDING P 4RMIT': To be used for COMM$R CITY OF EAGAN NO 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55721 PHONE: 454-8700 Receipt # C 3967 17093 Est.Value $2,930,000 Date SEP 22 , 19.89 Site Address 655 LONE OA D Lot 1 81ock 1 Sec/Sub. CRAY ?. ? OFFICE USE ONIV ParCel No. Occupancy A9.1_ B2 FEFS PD Zomng W Name CRAY RESEARCH INC (qctuap const IV SPR gldg. Permit 7 400.00 o AddresS 1440 NORTHLAND DR (Allowable) - 1 179 00 Surcharge , . City MENDOTA HTS Phon 681-2902 :v of Smnes z 3 7 263' Plan Review + 00• ?? Length o Name MCGOUGH CONST Deplh 132' SAC CRy 1.200.00 $a Address 2737 N FA7RVTF.W S.F.TOIaI 36?000 , 6 900 00 SAC, MCWCC , . ? Cit ST PAIIT y Phone 6-43-S050 S.F.FOOlprinls ZQ.tQQO Water Conn On Site Sewage _ ?W Name THE ALLIANCE OnSileWell - Wat rMet r e e z? Address 400 CLIFTON AVE MWCCSystem xx aW City MINNEAPOLIS Phone 971-9919 Crty Watar XF Acct. Deposn 20 no PRV Reqmred _ ShV Permit - I hereby acknowlege that I have read this application and state tha[ the 8ooster Pump - SMI Surcharge 1- n0 informatwn is cortect and agree to comply wRh all applicable State of Minnesota Stalute5 and CZty of Eagan Ordinances Treatment PI 2,736, 00 Signatura of Permitee t APPROVALS qoatl Unit A Buimin9 Permit is issued t: MCGOUGH CONST Planner - park Ded. on ihe express conddion that all work shall be done in accordance with ali Counai apphcable Slafe of M innesola Stalu tes and C ity of Eaqan Ordinances. Bidg. Ofl. _ Copies n / ?f IIMiT?lDill.l mCJ , 8miding Oflicial Variance - 70TnL 23.136.00 (?-,vt? Y? t6 p=?` CITY OF EAGAN ? NQ 17520 ? 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 / BUILDING PERMIT PHONE:454-8100 Receipt # ?% /1 l9 •Zt' To6eusedfor SKYWAY Est vawe $132,000 Date FEB 15 Site Address 655-D LONE OAK DR LOt 1 BIOCk 1 SeC/SUb. CRAY ;z (0 OFFICE USE ONLY PBfCBI NO. Occupancy - FEFS Zoning - w Name CRAY RESEARCH. INC (ACtual) Consl _ Bltlg Permrt 752.00 ? Address 1440 NORTHLAND DR (Allowa6le) - 65 nn 0 Surcharge _ City ?NDOTA HTS Phone 688-8321 8 of Slones _ Plan Review 488.00 Length _ F Name MC(:OIiGN CONSTRiICTTON Depth - SAG Ciry } ga Address 2737 N FAIRVIEW sF.'rotei _ SAQ MCWCC F City ST PA L Phone 633-5050 S.F Footprints - Water Conn On Ste Sewage _ ?w Name THF ALLIANCE onsaawen - W t M t Fw er a e er s? Addfess 400 CL.IFTON AVE MwCCSystem _ iW Clty MTNNF.ppOi.iPhOfl@ 871-5703 CtlyWater _ Acci Deposit N PRV Reqmred - J Permit S I hereby acknowlege that I have reatl this applicatio and state that the Booster Pump - SiW Surcharge inlormation is correcl an g ee to compty with al apphcat?e Stale of Minnesota Slatutes and ity ol g? O/rdinances?? O // / Treatment PI ?, ? jaLlf,?f y(/?Ll Signature of Permrtee APPROVALS Road Und A Buildmg Permil is issuetl to: CGOUGH CONSTRUCTION Planner - park Dea. on [he ezpress condrtion Ihat a work shall be done in accordance wdh all Councd applicable State of Mi nnesota StaNtes and C ity of Eaqan Ordmances. Bldg. Ofl. _ Copies . y ? BmldingOtficial ,(?J...l?g ??D7(? ?11-? L Variance - TOTAL 1. 306.00 CRAY SOFTWARE TRAINING } CITY OF EAGAN NO 17607 " 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 BUILDING PERMIT PHONE:454-8100 Receipt # 0"., lp VO Tobeusedfor 3RD FLOOR Est.Value $600,000 Oate MAR 16 , 7g 90 SiteAddress 655-A LONE OAK DR Lot 1 Block 1 Sec/Sub. CR1Y a Parcel No. w Name CRAY RESEARCH. INC 3 Address 1440 NORTHLAND DR ° City MENDOTA HTS phone o Name MCGOUGH CONSTRUCTION , ga Address 2737 N FAIRVIEW ? City ST PAUL Phone 633-5050 ? ?w Name THR AT,T TANCF. Addf@SS 4n0 C.T.TFTON <w City MPi S Phone _ 871-5703 I hereby acknowleqe that I have read this applica lon and stale that the inlormation is correcl a ree lo comply with II applicable State of Mmnesota Statutes an City of agan Ordirsanc9dj Signature of Permitee A Budding Permit is issued t: on Ihe express condition iha all ork shall be dona in accordance with all apphcable State of Minnesota atutes and Ciry ol Eaqan Ordinances. Building ONicial OFFICE USE ONLY Occupancy B-2 FEFS Zoninq - (AC[ual)Consl _ Bldq Permrt 2,340.00 (Allowa6le) - Surcharge '+on_ no F ol Stories - lenglh _ Plan Review 1.52 -1-QO Depth - SAQ City S.f.Total - SAC,MCWCC S.F Foolpnnis - On Siie Sewage _ Water Conn On Sile Well - Waler Meter MWCCSyslem _ Ciry Water _ Acct Deposn PRV Reqwred _ 5/W Permit Booster Pump - SiW Surcharge Trealment PI APPROVALS Road Unit Plannar - park Ded. Council BIdg.Ofl. _ Copies Variance - TOTAL 4,161. Qn TRAINING BLDG , CITY OF EAGAN 15950 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 No . BUILDING PERMIT PHONE:454-8100 Receipt # ? Yg 7? J To be used for FOOTING & FOUNDATION Est. Value Date DEC 8 ,1988 SiteAddress 655 LONE OAK DR Lot 1 BlockI_Sec/Sub. CRAY Parcel No. a Name CRAY RRSEARCH, INC w 3 Address1440 NORTHT.AND DR ° City14ENDQTA HTSphOne 681-2902 , o 4am?"`9 ?4'1G66VLTRN CONSTRUCTION CO --r,'? ?a Address 2737 W FAIRVIEW AVE ? City ST PAUL Phone 633-5050 ? Ww Name THE ALLIANCE W i? Address 400 CLIFTON AVE a w City MPLS Phone 871-5703 I hereby acknowledge that I have read this application and state Ihat the information is correc[ and agree to comply wrth all applicable State of Minnesota Statutes and Citybf Eagan Ordinances Signature of Permittee_ A Building Permit is issued o?-M_C6_0_VE$N_S.QNSTBllCTIQLL ontheexpressCOndrtiont atallworkshallbedoneinacCOrdanCewtlhall appLCable Stale of Minnc1sota Statutes and City of Eagan Ortlinances Building OFFICE USE ONLY On Site Sawage _ OcCUpancy MWCCSystem _ Zoning On Site Weil _ (ACtuap Const City Water _ (Allowable) PRV Requved _ # ol Storiea Booster Pump _ Len9th Depth S.F.TOtal Footpnnl5 F. APPROVALS FEES Engr./ASSess Permit 17$.00 Planner Surcharge CouncJ Plan Review Bldg Off. _ SAQ City Vanance SAC, MWCC Waler Conn. Water Meter Roatl Unit Treatment P1 Parks TOTAL _ 175.00 CRAY xsSEARCH CITY OF EAGAN ND 16203 BLDG B(CCN) 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 "4% j^(n.tPHONE:454-8100 ? ?/(7 ? BUILZONG PERMIT ('Receipt te .a LEVEL ? J? I To be used for FRAME Est. Value $600, 000 Date MARCH 19 , 19-8.9- Site Address 655-B LONE OAK Lot ..,2- Block 1 SedSub. Parcel No. I w I Name CRAY RESEARCH, INC I o Address 1440 NORTHLAND DR City MENDOTA HTS Phone 681-2902 ;,o I Name MCGOI7GH CONSTRIICT70N a AddreSS 2737 N FAIRVIF.W City ST PAIIT. PhOf12 613-5050 ww Name THE ALLIANCE ?5 Address 400 CLIFTON AVE aw cj{y MINNEAPOt.TSphone ,_R77-57n3 _ I hereby acknowlege that I have read this a phcahon and state that the informanon is conect and agree to comp wrth all apphcable State ot Mmnesota Statutes an of Eagan Or?d'/f nces./- Sgnature oi Permrtee/??? a`•"l?`rL(? A Building Permit is issuefl tl: MCGOUGH CONSTRUCTION on Ihe ezpress condition that all work shall be done in accordance with all apphcable State of MinnesolaStalutes and City of Eagan Ordinances. BwldingOflicial,t?74i14 Ui,4 1 ?T? L OFFICE USE ONLV Occupancy - FEES Zoning - (Actual) Const - Bldg Permil 2,340_ 00 (Aliowable) - Surcharge 300•00 N of stones - 0 Plan Review 1.170.0 Lengm _ Depth - 0 SAQ City 1,800.0 S.F Total - SAC, MCWGGl Q. 3 0. 00 5 F. Footprims - On Site Sewage - Water Conn On Sde Well - Waler Meter MWCCSystem - / AatDeposil =? City Water ? PRV Reqmred (}.y?.-.,,n ' ??N Permit Boosler Pump n SiW Surcharge 1-0 TC? ? .?- LL ? 0 Treatmenl PI 4,104.0 APPHOVALS Pl FioatlUnil anner Council park Detl. Bldg. Olf. C ?vOPies ? Vananca ?? 20,115.00 - TOTAL CRAY CCN . : - ?. BUILDING PERMIT INTERIOR To 6e used tor TMPROVF.M CITY OF EAGAN 3836 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 . Receipt # -jo, ' Est Value $11,000,000 Site Address 655-B LONE OAK DR Lot 2 Block 1 SeGSub. CRAY 2ND Parcel No. wlName CRAY RESEARCH INC 0 ? Address 1440 LONE OAK DR City MENDOTA HTS Phone 681-2902 iF Name blcGough Construction $? Address 2737 W Fairview City St Paul Phone 633-5050 ?w Name - The All?ance Vy ? x? Address 400 Clifton Ave aw City mplc Phone 871-5703 I hereby acknowlege ihat I have read this aqqplicauon and state that the information is correct and agree to comptyµrth all ap 1'cable State of Mmnesota StaWtes d( Ry o Ea /a,n Ordia ces. Signa[ure of Permrte w'? ABuildingPermi?isissuedt: McGough Construction on the express conddion th t all work shall be done in accordance with all applica6le Slate ol Mi?nnesola StatutesIand City ol Eagan Ordinances. ,J-lSf? 1 rAJ Buildmg Olficial s ? 1982_ OFFICE USE ONLY Occupancy B-2 FEES Zoning PD (Actual) Const I SPR Bldg. Permit 23 9 40.00 (AlIOwable) I SPR 1,800.0 0 Su2harge # of Stones ?! Length 247 PlanReview 11,770.00 Depih 209 SAG City SF.Tolal 17_000 S F. Footprinis 41,000 SAC,MCWCC On Sde Sewage _ Water Conn On Ste Well Water Meter MWCCSystem ? ((1 l'P QtyWaler ]LY o4n -30_00 Rccf.zr PRV Required _ SNJ Permit Booster Pump - SNJ Surcharge Treatment PI APPROVALS Road Unil e?rwj Planner - park0ed. 7Qyg4t.9Q' Council Bldg. Off _ Copies Vanance - TOTAL 107.971.00 N°_ 17314 ? sal-TwR?Gr? CITYOFEAGAN N? I6105 • ?K' 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 ry?7 2-3 BUILDING PERMIT PHONE:454-8100 Receipt # ?7Ct?•--J STRUCTURAL To be used br r.nuca&mF Fuee,tF EsL Value $7 _ G4R _ nf10 Date FEBRIIARY 6 , 19 89 SileAddreSS 6J? LUNE UAK llK1VE ?2 N" - - 1 OFFICE USE ONLV Block 1 Sec/Sub. CRAY ADDITION Lot Parcel No. occupancy R-2/A-3 FEES Zoning _ w Name CRAY RESEARCH INC. (qcwal) Const LSPR Bldg Permit 4 4 .01 o Address 1440 WORTHLAND DRIVE (nllowabie) - S h 679,2( MEN?OTA HTS. City Phone 681-2092 uorstories arge urc - 2,218.01 Plan Review Lenqth _ F Name A7CGOiIGH I:ONST. Deplh - SAQCiry 3,0.0 Q.0( i AddfBSS 9737 N_ FATRVTF.W S.F.TOtal - 250 17 SAC,MCWCC .0( • • Clly ST_ PGiTi PhOne 633-5O50 SF.FOOtprmis _ Water Conn On Sne Sewage _ r? F Ndme On Site well - water Meter w z? Addl@55 MWCCSystem - ui Acct. Deposit in.0( a W City Phone ciry water _ SIW Permit 20.0( PRV Requirad _ I hereby acknowlege that I have read this application and state that the 0ooster Pump - SMl Surcharge 1.0C mlormaaon is correct and agree ro comply wi h all apphcable State of Minnesota Statutes and Ciry ot Eagan Or ,? s Treatment PI ?Q. OC Signature of Permite _ ? A APPROVALS Road Unit 17 198.0( I?CCOj7GI? ST. A Building Permit is issued to: Planner - pazkDad 79?.20-7.. 8C on the express condition that all work shall 6e done in accordance with all Counctl _ apphCable State of Min ta Statutes gld City Eagan Ordinances. gla9 pff, Copies BuildingOffiCial '?/? Variance - TOTAL $150,810.0( BLDG. PERMIT NO. I( D 2S J O >+- I .+-?? oc? l L/\c«-? 01-3210 Bldg. Permit 01-3422 Plan Check ? 01-3445 5urch./Adm. 01-3446 SAC/Adm. O 07-2155. Surcharge ? 75-3860 Road Unit ? 20-2275 SAC 20-3865 Water Conn. n 20-3868 Water Trmt. i 20-3716 Water Meter ? 20-2252 Acct. Dep. Ln 20-3773 Water Permit ? 20-3743 Sewer Permit 79-3866 Sewer Conn. 28-3855 Park Ded. TOTAL ?Z "7 0 1,;)` als , -754 1 --):? I O ICa I D oD - l00 OD 6 . CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DA:E /v 19 ?cerveo r? C rnw _.I'?'?- •?" JCr?7?? 0 AMOUNT $ ?:? a 3 G 8 DOLLARS ?,? ?m ? CASH LJ CMECK ss-- 67 X- l FUND OBJECT AMOUNT .?e .? S-0 Thank You? C 2482 Whi,e-P"w=C? Yel?PosbN Capy Nnk-Rle Copy s?9 ? ' 2 Ll L) ;? . 20 a 7 ? ? . . ? .. , , , . : .. . . CASH RECEi'r7 . " ? ' . . Cu BTY O9F EEAGA94; 3L30 °ILO7 KNOB ROAD EAuAN, M'iNNESUfA 55122 - ; . Dr, fE _...._ 6 'J / ? • • ? ', . ? nMOUNT ? 9 _j . ' i GOllARS ! . ID CAShI ! j ?UiVG i OFJtC7 I ? . ' ? , ? .1MGUN1' ? i L1??? ---?-----?-? --I----- !-----?_ , . -?---- - ; - ----i- , . _____?------- ?--; -- i ? ? ? --? ---?-? ---' I --; ?-- ? --?-----.-?__ ? _ i F.? y u C'a 4^N Y •• JS?J ' ? • . YFiIiOw? d'(,:riinp CopY . . , ' ?.^?r.??.k'.t'?=?q?8'Y9a5ttkawnMnw.......?,.,..wawn?Y?:h1Aro:'xkt:• ' .. . ., ' , _ CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE / ?g ` / r? :??w/?(/?J A UNT CJ LYo 8 DOLLARS ?m ? CASH ?j2'6HECK (; 3905 Wnne-Payers CoOY vauow--vosoreCoav Pmk-file G,PY Thank You ? ?f??? 4 ' ? C?± L December 3, 2008 Fran Doherty Planning Department City of Eagan 3830 Pilot Knob Road Eagan, MN. 55122 Dear Fran: BRUCE NETTLETON Director of Engineering 8 Property Global Supply Chain T 651.293.2578 F 651.204.7375 Thank you for your letter of October 17, 2008 to McGough Construction regarding the $7,500 landscape security deposit that was submitted to the City of Eagan in conjunction with issuance of the building permit at Ecolab's facility located at 655 Lone ,Oak Drive in Eagan. After discussions with Jim Frisell, McGough Construction's project manager, he suggested Ecolab request the deposit be refunded directly, rather than having a check sent to McGough Construction and having them issue a check to Ecolab. Please initiate the refund request, with the check being issued to Ecofab Inc., and sent to my attention at Ecolab Inc., EUC-10, 370 Wabasha St. N., St. Paul, MN. 55102. Thank you for your assistance with this request. Sincerely, ? Bruce Nettleton CC: Jim Frisell/ McGough Construction Dale Alexander/ Ecolab Schuman Campus D??? !??T m III DEC 08 2008 Message Nettleton, Bruce Page 1 of 1 From: Jim Frisell [JFrisell@mcgough.com] Sent: Friday, November 21, 2008 2:34 PM To: Nettleton, Bruce Subject: RE: NOV172008_110016.pdf-Adobe Reader Bruce, I received the letter which you have attached. We have checked our records (late 2004) and are not sure whether we paid this deposit as part of the overall Building Permit or if this Landscape Security Deposit was paid directly by Ecolab. If we paid for it, it was charged to the job as a"job cosY' and bilted to Ecolab as part of the overall Project Costs. Therefore, any refund or "release to the depositor" should be credited to Ecolab. To speed things up 1 would suggest that Ecolab call the City of Eagan and request that the City refund the deposit directly to you. If you encounter any problems, or need our help, please call. Jim Frisell McGough Construction Office 651.633.5050 Direct 651.634.4631 Fax 651.633.5673 Cell 612270.5694 i frisell(a)mcgoueh.com -----Original Message----- From: Nettleton, Bruce [mailto:bruce.nettleton@ecolab.com] Sent: Monday, November 17, 2008 9:40 AM To: ]im Frisell Subject: NOV172008_110016.pdf - Adobe Reader «NOV172008_110016. pdf» Please review the attached letter and call me to discuss. I am not certain who within the McGough team would have received this notice. Thanks, Bruce CONFIDENTIALITY NOTICE: This e-mail communication and any attachments may contain proprietary and privi Any unauthorized review, use, disclosure or distribution is prohibited. Zf you are not the intended recipient, please contact the sender by reply e-mai 12/3/2008 05-09-08;13,34 ; City of EaiaIl 3830 Pibt Knob Roed Eagsn MN 55122 Phone: (651) 675.5675 Fax: (551) 675-5694 165'.6755694-110 , # 2/ 7 i--?.--------------? ? Fn ORkB UbE / ? . I Permft lk lP POMn r-ee: SEP lD 9 2008 U ? oate RwAtved: C? ? i i "n"`-.- _T.... 1 ------ --- 2008 COMMERCIAL BUILDING PERMIT APPUCaTION d q Ij 7 oaa: ll/og smaaa.e%e: G55 Lnn.c D«k qc renam wma: GLO 1-AZ? RenWa is: - riew Exdsong) sueee: ? PROPERTYOWNER Neme: F-c0Wzl Phone: Address / City / TiP: __1Ja `&Q* z ?.7 ??. p'PPlicaM iS: _OWfIBf > ` COMISCtor TYPE OF wQRK Descripuon pf wark: _ K2 - lZSilT O T `I-i * wnN CUm f?+p f1 q Construdion Cost: i Jr?, ev OONTRAC70R Name: SGt'IWICC07'v+ Licanse? qI7? ,naemsg: 37D? Com ?ner?c? af Dc 5 lJ cm: KOr°l?e?-fec -- stme: ^) zip: S3"'?Oa -- Phone: S?-aeI-0611 Contact Person: _Ktl)C TO ? fl$ei'"! ARCMRECT / Namo: . ---° ReSlstretlon #: ENOINEER Atldress: City: Stata: Zp: Phone: CaitgCt Person: Licensed plumber Instelling new sewedwater service: Phons 8: NOTE: Pfans and supporifng documertts thst yow submit are consMemd ro be pub/!c NMarmation. PorNons of the intormaNon may ba classfNed as non-pnblic if yau pnovide apeclAe ressons rhat wau/d permlt " CIly to conclude tha? they ave tiade aecrefs. I hereby acknowledge MSt tlus igovmalion "s campeoe and dccaaLa• tlat Me wak will De in canlom?anca with the ordloancE6 ard codea d the (Sly d eaqen: ulat I uaberstend n,is is ?rot a pem?ir, a?t my an ? tor a permft sra wMc is n« m stan Mdthan e pem* mm me wonc wm be m accordBnce wi1Ft the approved Wan in the case at wak WdCh requpp9 fl leview and apprwsl af pl8ns. x /?@'? ,rQj7f14c,Y1 Applitant's Printed Name x ? Applkanfs SIgm ? Page 1 of 3 09-09-08;13:34 ; 16516755694-110 , # 3/ 7 DO NOT WR{TE BELOW THI$ LINE 3U6 T1fPES• ? Faundalbn ? Pu611C FaCility ? Acce6sory Bulimng o npsroneMa X'Canmaromi I iriduWal ? ext. a"tioj"aP.nmems ? Ladging ? Greenhouse ? Ext Aftemtlon-Cammerclal ? Mlacelbnomm ? Mtenr" ? Ext AMeraUomPUblic FaCilily ? Nail Salon WOMtK TYPES: ? NBw Q AddNfon O NteraUon ? ReplacemeM ? IMeAorlmprWrement O Movs Bulldlng DESCRIP710N:n`t' ?QO °U ? Yalwtbn ? --a---- OcaupancY PHdI H9Yl9W ?lO LOA9 FAll10f1 (25%_ 10096 ? Zaning Cenw9 Cade Stolfa. A of Eln[ts `-' 8quare Fect S of Bulldings ? L.en9o Type of Const Footlngs (new bld8) Footings {deck} T Footings (additbn) Founderion Dmin Tlle ? Aoof: _ DeCkinp _ Insuledon r•u+al _ kdWasx Fram{ng ------ FlreplaCO_-R.1. AirTest -Final Insulelbn ? Slmne ? DamWish &ulding' ,W'S6+oof Q Demdish 6roerWr ? Fire qepsir ? D6mWish Founda11on ? windows D Water Dmnape ' Demdltlon (aitlre bullmng) -giw PCA IoxbW to ayWkaM ? NCES ryrotem .--? SAC Unlla aqf W8t6t ? ? Booster Pufftp PRV ? Flre Sprlndclen / Sheetrodc Meter Slne: ? FnaUC.O. ? ? F'inalMo C.O. MVAC Otl?er. -------•- ? Pool: _Foolirps AlrlGaS Tests -Firei ? Sidiny: _Stuwo Lath Srone Letlh _Bridc WbWoara iletalning 1N89 Final C!O Inspepftn: 5chedule Fire Marshal W be present. - Yes Reviawed gr. Bkkj?,- , Buliding Inspector CONMlERCIAI. FEES: Base F6e su?cnarge Plan Review SAC-MCES SAGCity S/W Permit S/W SurCharge Tfestrn9rrt Plant Treptrnertt Plarrt (Img8lion) Park DetliCation Trail Dedication Waler Quality weier suppiy a soaage (wnc) / 01 .5 V'I, SO Financial Guarantee Storm Sewer Trunk Street Wffier Lateral Other $- NO pevlawed By: Planning SewerTrunk Water Trunk Total Ps9e 2 0d 3 October 17, 2008 Mike Maguire MAVOR Paul 8akken Cyndee Fields Meg Tilley COUNCIL MEMBERS Thomas Hedges CRY P16MINISTHATOF MUNIdPAL CENTER 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012fax 651.454.8535 TDD MAINTENANCE FACILITY 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360fax 651.454.8535 TDD www.cityofeagan.com THE LONE OAK TREE The symbol of strength and growth in our commundy. McGough Construction 2737 Fairview Ave N St Paul, MN 55113 Ecolab, Inc 370 N Wabasha St St Paul, MiV 55101 Re: Landscape Inspection 655 Lone Oak Dr, Eagan, MN 55121 In November of 2004 a$7,SOO landscape security deposit was submitted to the City of Eagan in conjuncrion with issuance of the building permit for construction of the building at the above referenced location. These fixnds are eligible for release to the depositor at this time. Please note that the property owner conrinues to be responsible for maintaining the health of all plantings on the property. In accordance with section 11.70 of the Eagan City Code, the property owner must maintain all landscaped areas, and install healthy replacement plants for any plants that die or are removed due to disease. Maintenance shall include removal of litter, dead plant materials, unhealthy or diseased trees, and necessary prurung. An inspection will be conducted by city staff next spring/summer to verify that the condition of the landscaping is acceptable under city code. Thank you for your attention to this matter. If you have any questions, please call me at 651-675-5684 or Planner Sarah Thomas at 651-675-5696. Sincerely, Fran Doherty Planning Department cc: Sarah Thomas, City Planner b? 63 A / 2004 C OMMERCIAL BUILDING PE RMIT A PPLICATION City OfEagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 . d.. • . g -. Im provement Strudural Plans (2) seGS • Arohiteclural Plans (2) sets • Architectural Plans (2) sets • CivilPlans (2) . SiructuralPlans (2) • CodeAnalysis (1) • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • CodeAnalysis (1) "` . Landscaping Plans (2) • Key Plan (i) • Project Specs (1) . Code Analysis (1) " • Master Exit Plan (1) • Spec. Insp. 8 Testing Schedule " • Certificate of Survey (1) • Energy Calculations (t) not always'" • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lightin g Fortn (1) not always" . Meter size must be established • Meter size must be established • Meter size must be established-if applicable 1 • Prqect5pecs (1) l • EnergyCalculations (1) 1 . Electnc Power & Lighting Form (1) 1 • Master Exit Plan (1) ! 1 • Emergency Response Site Plan (1) 1 1 • Soils Report (1) 1 • SAC detennination - call 651-602-1 000 • SAC determination - call 651-602-1000 SAC detertnination - cal l 651-602-1000 Call MN Dept of Health at 651-215-0700 for delails regarding food & beverage or lodging facilities '• Con[act Ruilding Inspections for samplt and if required when it s[ates "not always". **• Permit for new building or addition will not be processed without Gmergency Response Site Plan. Date ?-'? L?? • ?? Construction Cost ? Site Address O;eao?v SS (1',a?L? y? ysvv UniUSte # ?+ Tenant Name Ci? ,Q Former Tenant Name zi z / Description of Work n" o a?, e. e ? Property Owner ?fb 040 Telephane # ( ) Contracror t % Address o ? ,5,J ?G',P//pf/C+'oV 49 w tiMeT/-/ City 5V A-G y ? State Zip jj?// Telephone #eav) ?33 ?O s0 s?,left- so s Arch/Engr (i f 2- ?'?il ' j?00 Cl Registratioo # Address C State Zip Telephone PR ' 4 20Q4 Licensed plumber installing new sewer/water service: Ph Liu e#: I hereby apply for a Commercial Building 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 the State of MN Statutes; 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. 6?z/6S% /4Xi Applicant's Printed Name Applicant's Sign e 4- i ,a) \? cl ? -a wbJ ? 2004 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 n^? ? •_x?-_q.x - -7- • SWCWraI Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • StrucWrel Plans (2) • Code Malysis (1) " • Certificate of Survey (1) • CivilPlans (2) • ProjectSpecs (1) . Code Malysis ('I) • Landscaping Plans (2) • Key Plan (1) • ProjeclSpecs (1) • CodeAnalysis (1) " • Master Exit Plan (1) . Spec. Insp. & Testlng Schedule " • Certificate of Survey (1) • Energy Calculations (1) not always" • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lighting Fortn (1) not always" • Meter size must be established • Meter size must be established • Meter size must be established-if applicable 1 • ProjectSpecs (1) d • EnergyCalculations (1) L • ElecVic Power & Lighting Fortn (1) " y 1 • Master E)cit Plan (1) .l d • Emergency Response Site Plan (1) 1 • Soils RepoR (1) y • SAC detertnination - call 651-602-1 000 • SAC determinafion - call 651-602-1 000 SAC determinaUon - call 651-602-1000 Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging facilities •• Contact Building Inspections for sample and if required when it states "wt always". '"• Pemvt for new building or addi[ion will not be processed without Emergency Response Site Plan. Date /09( Construction C ost [1! (9" OZ)o _ Site Address n UniUSte # / Tenant Name r ?C DI Qki Former Tenant Name Description of Work f? ?-ir li t /? rt7 ? Property Owner ?(P? CLG-? - ? 5 S'tl'? Telephone #(/6/1 Contractor ?1/lil ?Dl?? LO YVI? / Address J ' 1M IX V-Z N City [lLC I V1VLP(?l?0 (? State M !) Zip elephone # (&/,)-) 977' ?O? d JI Y i S4LRi.,_5?,.. Arch/Engr 6C4&t ' ? l/?L.NI?.Y[.tr..Registration # -- d ( Address 1 S K City State Zip S-SVO/ Telephone lumber installing new sewerlwater service: Licensed Phone #: D 2 p 1 1fli Ail" Z 1 1 ? u I hereby apply for a Commercial Building Permit and acknowledge that the informati n is complete and acc ate; that the work will be in conformance with the ordinances and codes of the City of lBtiiznp MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Applicant's Signature Sub Types ? Ol Foundation ? 14 Apartments 0 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement OFFICE U5E ONLY 0 26 Public Facility 9,'27 Commercial/Industrial ? 28 Greenhouse ? 29 Antennae ff'?35 Int Improvement ? 38 ? 36 Move Bldg. ? 42 ? 37 Demolish (Bldg)" ? 43 "Damolition (EMire Bldg only) - Give P ? 30 Accessory Building ? 32 Ext Alt-Apazhnents ? 34 Ext Alt-Commercial ? 35 Ext Alt-Public Facility ? 37 Nail Salon Demalish (Interior) ? 44 Siding Oemolish (Foundation) ? 45 Fire Repair Reroof ? 46 Windows/Doore CA handout to applicant Valuation 60, o00 °- Occupancy MCES System ?e s Census Code Zoning ?D City Water vcs T SAC Units - Stories ` Booster Pump ^ Nbr. of Units Sq. Ft. - PRV - Nbr. of Bldgs -" Length - Fire Sprinklered _V C_ s Type of Const Width Required Inspections _ Footings (new bldg) Insulation _ Footings (deck) FinaUC.O. _ Footings (addition) FinaUNo C.O. _ Foundation pther Drain Tile Roof Ice Pr _ Decking _ Insul _ Final _ Pool _ Ftgs _ AirlGas Tests _ Final i/' Framing Siding Smcco Stone _ Fueplace _ R.I. _ Air Test _ _ Final _ Windows _ Approved By: Planning ------ -------------- - -- - --- -- - - ---- - --- - - -- YIA L _ Building Inspector -- - - - ------- --- - ------------ - -- - ------ - -- - -- - - ----------- - - - ----- - - - Base Fee 13.17 S Surcharge 80.00 Plan Review 463. qq- MCES SAC - City SAC - Water Supply & Storage (WAC) `- S/W Permit - S/W Surcharge - Treatment Plant -- Park Dedication - Trails Dedication - Water Quality - Copies - Water Trunk ? Sewer Trunk ? Other - Total 2004 COMMERC7AL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 9 D Telephone # 651-675-5675 FAX # 651-675-5694 71`7 S,t?-b • Structural Plans (2) sets • Civil Plans (2) • Certifidte of Survey (1) • CodeMalysis (i) " • PrqectSpecs (1) • Spec. Insp. & Testing Schedule " • SoilsReport (1) • Meter size must be established L 1 1 d 1 1 . SAC delertninadon - call 651-602-1 000 • Hrcn¢eccurai rians • Strucfu2l Plans . Civil Plans . Landscaping Plans • Code Malysis . Certificate of Survey • Spec. Insp. & Tes6ng Schedule • Meter size must be established . ProjectSpecs . Energy Calculations • Electric Pawer & LighNng Fortn • Master Euit Plan . Emergency Response Site Plan • Soils Report Call MN Deot of Health at 651-215-0700 for (2) sets • Architectu2l Plans (2) sets (2) • CodeAnalysis (t) " (2) • ProjeclSpecs (1) (2) • Key Plan (1) (1) " • Master Exit Plan (1) (1) • Energy Calculations (1) not ahvays•' (1) '• • Elec. Power & Lighting Fortn (1) not always" • Meter size must be esta6lished-if applicable (?) (? 1 ???.. (?) 1 1 1 1 1 - call 651-602-1000 or lodging facilities. Contact Building Inspections for sample and if required when it states "not always". «•• permi[ for new building or addition will not be processed wi[hout Emergency Response Site Plan. Date -4_ Site Address 6Ont D? k ? Tenant Name L c.o ?? ruction Cost Y?^? C25610 UniUSte # Former Tenant Name DescriptianofWork vew-0 l.cJe? ??5 e?-nJ L?'<<"'? KD s/70-f/G7UAU-D661 Property Owner Telephone # ( ) Contractor N^- `J v 1? 1? ? a Address ?? ? State ?VL ? Znc1 ?.?.?-? '/?o Zip S s `?v5 City Nvt I wrt, 2" fAO>>1 Telephone # ( C/Z ) -?17 7 'FO 6 C> Arch/Engr Address State Zip Registration # CitY Telephooe # ( ) Licensed plumber installing new sewerlwater service: Phone #: (_) ? I hereby apply for a Commercial Building 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 the State of MN Statutes; I understand this is not a pemut, but only an applicarion for a pernut, and work is not to start without a pemut; that the work will be in accordance with the approved plan in the case of work which requires a revi ! and approval of plans. /11-? Z/ x ? Applicant's Printed Name Sub Types ? Ol Foundation ? 14 Aparhnents ? 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement OFFICE USE ONLY D 26 Public Facility A 27 Commercial/Industrial ? 28 Greenhouse ? 29 Antennae ? 35 Int Improvement ? 38 ? 36 Move Bldg. ? 42 ? 37 Demolish (Bldg)* ? 43 'Demolition (Entire Bldg only) - Give P Valuation Occupancy Census Code e-7_ Zoning SAC Units Stories Nbr. of Units Sq. Ft. Nbr. of Bldgs ? Length Type of Const 13 Width Required Inspections _ Footings (new bldg) _ Footings(deck) _ Footings (addition) _ Foundarion Drain Tile ? 30 Accessory Building 0 32 Ext Alt-Apartments ? 34 Ext Alt-Commercial ? 35 Ext Alt-Public Facility 0 37 Nai] Salon Demolish (Interior) ? 44 Siding Demolish (Foundation) ? 45 Fire Repair Reroof ? 46 Windows/Doors CA handout to applicant ? MCES System I/ City Water ?- Booster Pump PRV ? Fire Sprinklered _ Roof Ice Pr _ Dec}ang _ Insul _ Final _ Framing _ Fireplace _ R.I. _ Air Test _ Final Approved By: Pianning Base Fee Surcharge Plan Review Insulation FinaUC.O. ? FinaUNo C.O Other _ Pool _ Ftgs _ Air/Gas Tests _ Final _ Siding _ Stucco _ Stone _ Windows 15aL4?uilding Inspector MCES SAC City SAC Water Supply & Storage (WAC) SNV Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Water Trunk Sewer Trunk Other Total (?, 59a(J 2004 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 . Strucfurai Plans (2) sets • ArchitecWrei Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Malysis (1) " • CertifirateofSurvey (t) • CivilPlans (2) • ProjedSpecs (1) • Code Analysis (1) " • Landscaping Plans (2) • Key Plan (1) • ProjecfSpecs (1) • CodeAnatysis (1) " • MasterExitPlan (1) " . Spec. Insp. & Testing Schedule " • Certiflpte of Survey (1) • Energy Calculations (t) not always " • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lighting Forzn (t) not always • Meter size must be esfabiished • Meter size must be established • Meter size must be eslablished-if applicable l • PrqectSpecs (1) 1 . Energy Calculations (1) 1 • Electric Power & Lighting Form ('I) " L j . • Master Exit Plan (1) l ! . Emergency Response Slte Plan (1) "' 1 L • Soiis Report (1) SAC d te m' ation - call 651E02-1 000 SAC determination - call 651-602-1000 • SAC detertninaGon - call 651-602-1000 e rtn Call MN Dept of Health az 651-215-0700 for details regazding food & beverage or lodging facili[ies. •* Contact Building inspections for sample and if required when it states "not always". •*' pertnit for new building or addition will not be processed without Emergency Response Si[e Plan. Date g loci l 04( Construction Cost ? EO, co o _ Site Address kss % Br(E BV ? D Y I f 2 Unit/Ste # Tenant Name f/omR Former Tenant Name rAY Description of Work 147-91uM //k (/LL S inG- ?F Property Owner F/DI AP, Telephone #(6s/ ) 293 'Z/ 0 2 Contractor ry°uoh nAdku0701?1 Address 2737 f:riiQJ1E11 AUG P? City 5T• 104NL State MN Zip 97?23 Telephone #((rSl )633 - SoSo ArchlEngr Bw 4 z Registration # 43 S% Address 44 rAm,MprJ y? 3ie ST &Ta ?. S a? fC Gao City 0.941. State MN Zip4,t702'1996 Telephone#(Lsi ) i -- AU J G1 0 2004 ervice: l t lli Phone #: er s ng new sewer wa Licensed plumber insta B -°? Y I hereby apply for a Commercial Building Permit and acknowledge that the information is comp e e an accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; 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. ?Tw ApplicanYs Printed Name Applicant's Sigiature (o t ot. - 4y / - / l, 0 9 @-e? Sub Types ? 01 Foundation D 14 Apartments ? 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addition B' 33 Alteration ? 34 Replacement OFFICE USE ONLY ? 26 Public Facility 8-?27 CommerciaUIndustrial 0 28 Greenhouse 0 29 Antennae ? 35 Int Improvement ? 38 ? 36 Move Bldg. ? 42 ? 37 Demolish (Bldg)' ? 43 'DemoliUon (Entire Bldg only) - Give P Valuation SB b?Y> Occupancy Census Code ?f37 Zoning SAC Units Stories Nbr. of Units - Sq. Ft. Nbr. of Bldgs '- Length Type of Const ` Width Required Inspections _ Footings (new bldg) _ Footings(deck) _ Footings(addition) Foundarion Drain Tile Roof Ice Pr _ Decldng _ Insul _ ? Framing - _ Fueplace _ R.I. _ Air Test _ Final Approved By: ? • Planning ? 30 Accessory Building ? 32 Ext Alt-Apartments ? 34 Ext Alt-Commercial ? 35 Ext Alt-Public Facility ? 37 Nail Salon Demolish (Interior) ? 44 Siding Demolish (Foundatlon) O 45 Fire Repair Reroof ? 46 Windows/Doors CA handout to applicant ?- MCES System y?s it- D« - City water Ya?s '- Booster Pump - - PRV - - Fire Sprinklered ?t 5 InsuJarion FinaUC.O. .-FinallNo C.O. Other Final _ Pool _ Ftgs _ Air/Gas Tests _ Fiaal _ Siding _ Stucco _ Stone _ Windows JrWge_ Building Inspector Base Fee LW, aE- Surcharge aS.aa Plan Review MCES SAC - City SAC ?- Water Supply & Storage (WAC) - S/W Permit - S/W Surcharge - Treatment Plant - Park Dedication '-- Trails Dedication ?---- Water Quality - Copies ? Water Trunk - Sewer Trunk - Other - Total ??,? O / L s ?93 2004 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 • Structural Plans (2) sets I- Architectural Plans (2) sets • Civil Plans • Certificate of Survey • Code Analysis • ProJect Spew • Spec. Insp. & Testing Schedule • Soils Report • Meter size must be established L 1 1 L 1 d (2) • Structural Plans (1) • Civil Plans (1) " • LandscapingPlans (1) • CodeAnalysis • Certificate of Survey (1) • Spec. Insp. & Testing Schedule • Meter size must be established , • Prqect Specs • Energy Calculations • ElecVic Power & Lighting Fortn . Master Exil Plan • Emergency Response Site Plan . Soils Report f100 . SAC detertnination - call 651-60 (Z) (z) (Z) ??) .. (?) ??? .. (?) (?? .. (?? .. (? ) Call MN Dept of Health at 651-215-0700 for details regarding foad & beverage or lodging facilit ** Contact Building Inspections for sample and if required when it states "nof always". "'** Permit for new building or addition will not be processed without Emcrgency Responsc Site Plan. 1 1 L 1 1 - call 651-602-1000 Date ___a-_ /?? Construction Cost Pb L' SiteAddress ?o9-s LQnE DRK 021k16 Unit/Ste # Tenan[ Name &CO(,Ag / Former Tenant Name (,@i4y /SESfA.ec/1 Description of Work //VTEK/Oif TrID1,6QOJEryIE1?T //r ?B? ?/? ?E?GG ¢ 3 fRAC Q6,4M?'? 1 i Yroperty Owner coL Telephone #(USI ) z 93 - 23 b7 AU 1 3 2004 contractor c, -ow ? Coas?kkc?-!al Address Zti 3 7 R id AuE. ; City State AtN Telep6one # ce%J" , z -y? - be Arch/Engr A rdQ/( Registration# 1099 Address /.a..+sor cvmflfal5 3u Sf.pcTER 121-, orTE ?toa City 5%.O,qe[ State /11d. Zip 53-101-'/9`J?Telephone#(/?Si ) Z27,"3701 Licensed plumber installing new sewer/water service: Phone #: U I hereby apply for a Commercial Building 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 the State of MN Statutes; 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. • Architectural Plans (2) se • Code Analysis • PrqectSpecs (1) . Key Plan (1) • Master Exit Plan (1) • Energy Calculations (1) not always" • Elec. Power & Lighting Form (1) not always" • Meter size must be established-if applicable PSoG fRbl h-? ApplicanYs Printed Name Applicant's Signature Sub Types ? 01 Foundation ? 14 Aparhnents ?J 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement OFFICE USE ONLY ? 26 Public Facility K 27 Commercial/Industrial ? 28 Greenhouse ? 29 Antennae ? 35 Int Improvement ? 38 ? 36 Move Bldg. ? 42 ? 37 Demolish (Bldg)• ? 43 'Demolitlon (Entire Bldg only) • Give P Valuation 12-5,eo0 0 t:? Occupancy Census Code 407_ Zoning SAC Units - o ^ Stories Nbr. of Units v Sq. Ft. Nbr. of Bidgs I Length Type of Const Width Required Inspections _ Footings (new bldg) _ Footings (deck) _ Footings (addition) _ Foundation _ Drain Tile ? 30 Accessory Building ? 32 Ext Alt-Apardnents ? 34 Ext Alt-Commercial ? 35 Ext Alt-Public Facility ? 37 Nail Salon Demolish (Interior) ? 44 Siding Demolish (Foundation) ? 45 Fire Repair Reroof ? 46 Windows/Doors CA handout to apptlcant ? MCES System ? City Water Booster Pump PRV ? Fire Sprinklered Insulation FinaUC.O. FinaUNo C.O. Other oof _ Ice Pr _ Decking _ Insul _ Final _ Pool _ Framing _ Siding _ Fireplace _ R.I. _ Air Test _ Final Windows Approved By: X, Planning _ Building Inspector Base Fee Surcharge Plan Review MCES SAC - City SAC Water Supply & Storage (WAC) S/W Permit S/VU Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Water Trunk Sewer Trunk Other Total 3 31 ZS? 73 - ? t 93 3 1 _ F[gs Air/Gas Tests _ Final Stucco Stone ('a 5 9 aG • SVUCtural Plans • Civil Plans • Certifcate of Survey • Code Analysis . Praject Specs • Spec. Insp. 8 TesGng Schedule • Soils Report • Meter size must be established 1 ! L 1 a 1 • SAC determination - call 651-6C 2004 COMMERCIAL BUII,DING PERMIT APPLICATION City OF Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 (2) sets • Architecfural Plans (2) • Structural Plans (1) . Civll Plans (1) " . Landscaping Plans (1) • Code Analysis ' • Certifcate of Survey (t) • Spec. Insp. & Testing Schedule . Meter size must be established • PrqectSpecs • Energy Calculations • Electric Power & Lighting Form . Master Exit Plan • Emergency Response Site Plan . Soils Report ?-1000 • SAC determination - call 651-60 7sn af? WA X7? (2) sets • Architectural Plans (2) sets (2) . CodeAnalysis (1)" (2) • ProjectSpecs (1) (2) • Key Plan (1) (1) " • Master Exit Plan (1) (1) . EnergyCalculations (1)notalways" (1) " • Elec. Power & Lighting Fortn (1) nol always" • Meter size must be established-if applicable (1) ('} ^^ Fn?2? SAC det l ?651-60200-1'0( Call MN Depf of Heal[h at 651-215-0700 for dctails regarding food & beverage or lodging (acilil Contac[ Building Inspections for sample and if required when it sta[es "not always". "** Pertnit for new building or addition will not bc processed without Emergency Response Site Plan. Date 9 /J?_ /64_ Construction Cost PE1-! OL-1T1Di Site Address {aS?_LOntE ii Il2.i JE Unit/S[e # Tenant Name EcoufR6 Former Tenant Name (QfFN 12ES6R&4 Description of Work 4tir,f 01, nE/y0 Q?`! ?lu/[.ii/V - _ ? Property Owner Telephone #(6r>-1 ) 2 93 - 2y?? l qU? .. 2 3 uc e Contracror /,?5 Address z RdI vj VG . 14. B itY S%.?uL- State Zip ? Teleph e # ((e1 L ) 8/-/d °% Arch/Engr C , /'n • Registration # Address 7 i? 3ftj ?}Il? ?rj ? ?'? 3S0 City /wlyplf State /y??) • ZiP SSy0 ? Telephone tt ((F/Z ) 961/- 13 37" Licensed plumber Installing new sewer/water service: Phone #: L_) I hereby apply for a Commercial Building 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 the State of MN Statutes; 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. 9nP FRt-, ( ApplicanYs Printed Name /? ApplicanYs ignature OFFICE USE ONLY Sub Types ? 01 Foundarion ? 14 Apartments ? 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement ? 26 Public Facility X 27 CommerciaUIndustrial ? 28 Greenhouse ? 29 Antennae ? 35 Int Improvement ? 38 ? 36 Move Bldg. ? 42 ? 37 Demolish (Bldg)* ? 43 'Demolition (Entire Bldg only) - Give P Valuation Occupancy _ CensusCode 43? Zoning _ SAC Units Stories Nbr. of Units o Sq. Ft. _ Nbr. of Bldgs Length _ Type of Const _72T_ Width _ Required Inspections _ Foorings (new bldg) _ Footings (deck) _ Footings (addition) _ Foundation _ Drain Tile _ Roof Ice Pr _ Decking _ Insul _ Final _ Framing _ Fireplace _ R.I. _ Air Test _ Final Approved By: Planning Base Fee 75. a-0 Surcharge • T 'e Plan Review MCES SAC City SAC Water Supply & Storage (WAC) S/W Permit S/VV Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Water Trunk Sewer Trunk Other Total ? 30 Accessory Building ? 32 Ext Alt Apartments ? 34 Ext Alt-Commercial ? 35 Ext Alt-Public Facility ? 37 Nail Salon Demolish (Inte(or) ? 44 Siding Demolish (Foundation) ? 45 Fire Repair Reroof ? 46 Windows/Doors CA handout to applicant MCES System City Water Booster Pump PRV Fire Sprinklered _ Insulation FinaVC.O. ? FinaUNo C.O. Other _ Pool _ Ftgs _ Air/Gas Tests _ Final _ Siding _ Stucco _ Stone _ Windows Building Inspector . i (S to ?41 I 2004 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 • SW ctural Plans (2) sets • Civil PIanS (2) . Certificate of Survey (1) • CodeAnalysis (1) " • ProjectSpecs (1) • Spec. Insp. & TesGng Schedule • SoilsReport (1) • Meter size must be established L 1 1 1 1 . Sar. ?PrPm,?n?f?nn _ ?au Fs?_Fm_? nno • v,rcmwcmrai rians • Structurel Plans • Ciwl Plans • Landscaping Plans . Code Analysis . Certlficate of Survey • Spec. Insp. & Testing Schedule • Meter size must be established . Prqect Specs • Energy Calculations . Electric Power 8 Lighting Fortn • Master Exi lan • Emergeponse Site Plar • Soils Re 95'(-?4S SI(o.L4` > Q l? e/ Q 1u.&-(J (2) sets . Architectural Plans (2) sets (2) • CodeAnalysis (1) " (2) • ProjectSpecs (1) (2) • Key Plan (1) (1) • Master Exit Plan (1) (1) • Energy Calculations (1) not always" (1) " • Elec. Power & Lighting Form (1) not always" - Meter size must be established-if applicable (1) 0) (?) " y ? (1) • ' 1 D SAC determination - call 651-602-1000 Call MN Dep[ of Health at 651-215-0700 for details regarding food & beverage or lodgmg facilities. "'• Contact Building Inspecnons for sample and if required when ifsta[es "not always". ••• Pennit for new building or addi[ion will not be processed without Emcrgency Response Site Plan. ? Date /0 /oq Construction Cost dOD Site Address (? S?'- C.e? e ?.? l J r% ?e U niUSte # Tenant Name ?e p/cv 10 ? Former Tenant Name ?y R / ?1?i4/1Gft • • ?'? ,- > r ? / g ? ? Description of Work ?..Yt?e?i(?? p }?'ct /xr.r/ ?j! i (`b !? r?[doCf D?,S ProperTy Owner o /a ._I ?.t. L . Telephone # (( 5/ ) ?2S3?S;;V ' ._ . Cantractor ? (20Np !?! C4 'K3 j??.reTio•i ' Address ? 2 ,37 /-nirvi ?? /5?ai ? City ,?' ?/ O" State /`7/? Zip SS` 1/3 Telephone # (GS'h G3.3 ?f?YJs?D Arch/Engr 44'? Registration # Address 4:56 7L 'eae rce-7?1- City Sf 5tate IA? Zip -SISlU _?L Telephone # ( 6SI) _2'5"4 .12V 194 4 Licensed plumber Installing new sewedwa : Phone #: ( _) ?? - e cuUµ I hereby apply for a Commercial B'lding Permit and a wledge that the information is complete and accurate that the work will be in conform IL4 ordinance and codes of the City of Eagan and the State of W Statutes; I understand this is not a permit, but o y a ication for a permit, and work is not to start without ; permit; that the work will be in accordance with the approved plan in the case of work which requires a review anc approval of plans. R. FRez 6& ' &.1-O/-L?T- ApplicanYs Printed Name Applicant's Signature ?eB FRdl OFFICE USE ONLY Sub Types ? Ol Foundation ? 26 Public Facility ? 30 Accessory Building ? 14 Apaztments X 27 CommerciaUlndustrial G 32 Ext Alt-Apartments ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt-Commercial ? 25 Miscellaneous ? 29 Antennae C 35 Ext Alt-Public Facihty ? 37 Nail Salon Work Types ? 31 New 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)* ? 43 Reroof ? 46 Windows/Doors ? 34 ReplaCement •Demolition (Entire Bldg only) - Give PCA handout to applicant 4t. Valuation ?1 gQO, 000 --- p Occupancy ?G MCES System ? Census Code 437 Zoning ? City Water ? SAC Units 3 Stories Jr Booster Pump Nbr. of Units Sq. Ft. Z/-840/Z PRV Nbr, of Bldgs I Length Fire Sprinklered ? Type of Const Width Required Inspections Footings (new bldg) ? Insularion _ _ Footings(deck)' FinaUC.O. _ Footings (addition) Foundarion FinaUNo C.O. Other 14011111111116- F106 a'A"d"N(' Drain Tile Roof Ice Pr Decking Insul Final Pool Ftgs Au/Gas Tests Final ? Framing _ _ _ _ Siding _ Stucco _ Stone _ F'ueplace R.I. AirTest Final Windows - _ , ?rr; ?' Approved By: !• ?Planninj 4XAW ildin Ins ctor B _ ? g pe u Base Fee a 3. 1'3-$ Surcharge }0, c) (? Plan Review ? 5, p 3'3 .(o `) MCES SAC '?G050 . .-o City SAC 300 . .-? Water Supply & Storage S!W Permit S/W Surcharge Treatment Plant 17l. Park Dedication Trails Dedication Water Quality Copies Other Total 4 ? ?E5 I ? .'4 L? Metropolitan Council Building communities tha[ urork September 14, 2004 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: °?0 z u Environmentai Seruices SEP 1 6 2004 ? The Metropolitan Council Environmental Services Division has deternvned SAC for the EcoL,ab to be located at 655 Lone Oak Drive within the City of Eagan. This project should be charged 3 SAC Units, as determined below. Charges: Lab (fixture units) 46 f.u. @ 17 f.u./SAC Unit SAC Units 2.71 or 3 lt is the Council's understanding that the remainder ofthis project, is the remodeling of existing office space. Ifyou have any questions, call me at 651-602-1113. Sincerely, Jodirds Staff Specialist Mnnicipal Services Section JLE: (300) 04091457 cc S. Selby, MCES Carolyn Krech, Finance Department, Eagan Jill Redmond, McGough Construction www.metrocountll.org Metro Info Line 602-1888 230 Eas[ Fifth Street • St. Paul, MinnesoG 55 3 0 1-1626 • (6511602-1005 • Fax 602-1138 • 7"fY 291-0904 An Equat OppoRUnily Employer ?-o k-? - CY,10.1-6 (?j?1 o& ? 2004 COMMERCIAL BUILDING PERMiT APPLICATION City Of Eagan ? ? Q ? ? ? 3830 P?'1 t Kn b R d E an M. 55122 ?'"""-"''`r' o 0 oa , ag Telephone # 651-675-5675 FAX # 651-675-5694 CA C? ? lo (o (d "I • SWctural Plans (2) sets • Architectural Plans (2) sels • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Malysis (1) • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Malysis (1) " . Landscaping Plans (2) • Key Plan (1) • Project Specs (1) • Code Analysis (t) " • Master Exit Plan (1) • Spec. Insp. 8 Testing Schedule " • CertiFlCate of Survey (1) • Energy Calcula4ons (1) not always" . Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lighting Fortn (1) not always" • Meter size must be established • Meter size must be established • Meter size must be established-if applicable L • ProjectSpecs (1) ! • EnergyCalculations (1) 1 • Eledric Power & Lighting Form (1) 1 • Master Ewt Plan (1) 1 1 • Emergency Response Site Plan (1) 1 • SoilsReport (1) 1 . SAC determination - call 651-602-1 000 . SAC detertnination - call 651•602-1 000 SAC detertnination - rall 651_602-1000 Call MN Dep[ of Health at 651-215-0700 for details re¢ardina food & bevera¢e or •"' Contact Building Inspections for sample and if required when it states "not always". *•' Pevnit for new building or addition will not be processed withou[ Emergency Response Site Plan. c• Q y Date 12y / Construction Cost Qs n? ? ` Site Address 6 + L C:? p p ? u V` J n ? uniUSte # T Tenant Name Former Tenant Name Description of Work T?7`G•?% d? tl? CP rKf?O(i T/C2 7'l0C45 • l E ??L• I ProperTy Owner 4-CG ?Rk7 1 rr ? Telephone #?S?) Contractor AGbOc! G G/ 3u?? Address 2 ?.j ?G) ftti ? • !? . City Sta[e Zip ? Telephone # rp_V i1 Arch/Engr GY P Chr 1.4 rfft* Registration# & / / / j Address 7 ?/ C_ Cdl,?.- ?4'v' S, Cih' State Zip Telephone # (tll ad Licensed plumber installing new sewerlwater service: Phone #: ?EP 2 7 2004 I hereby apply for a Commercial Building Permit and acknowledge that the informati luns-oa )?>k1=:?rLe that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of W Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without ? permit; that the work will be in accordance with the approved plan in the case of work which requires a review anc approval ofplans. Applicant's Printed Name ApplicanYs Signature CuQR. ?._sa t5,ackmr (? 65l •(o34. 4d0l lo W " ?erw••-? i5 re&dy . / OFFICE USE ONLY Sub Types ? Ol Foundation ? 14 Apartments ? 15 Lodging ? 25 Miscellaneous ? 26 Public Facility E'--?27 Commercial/Industrial ? 28 Greenhouse ? 29 Antennae C 30 Accessory Building ? 32 Ext Alt-Aparhnents ? 34 Ext Alt-Commercial ? 35 Ext Alt-Public Facility ? 37 Nail Salon Work Types ? ? 31 New L9` 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (FOUndation) ? 45 Fire Repair ? 33 Atteration ? 37 Demolish (Bldg)* ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement *Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation 7+?? 600 Occupancy 13 MCES System M=F Census Code 43*7 Zoning ?? City Water a? SAC Units Stories Booster Pump ^ Nbr. of Units `- Sq. Ft. PRV ? Nbr. of Bldgs ? Length - Fire Sprinklered ye S Type of Const Sk Width ? Required Inspections _ Footings (new bldg) Insulation _ Footings (deck) Final/C.O. _ Footings(addiGon) ? FinaUNo C.O. Foundation Other Drain Tile _ ?Roof _ Ice Pr _ Decking _ Insul _ Final _ Pool _ Ftgs _ Air/Gas Tests _ Final Framing Siding Stucco Stone _ Fireplace _ R.I. _ Au Test _ Final _ _ _ _ Windows Approved By: ?• Planning Bu ilding Inspector Base Fee Surcharge Plan Review MCES SAC Ciiy SAC Water Supply & Storage S/W Permit 5?3. a.s ao . o0 353, ? f ? S/VU Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Other Total r / ? a 1 1 l ? 2004 COMMERCIAL BUII.DING PERMIT APPLICATION C, A. k5 ` O 0 Cx- City Of Eagan C vo- . _-a- i,,? 3830 Pilot Knob Road, Eagan Mn 55122 ' 5694 s Telephone # 651-675-5675 FAX # 651-675- 1 \?f . ? ? ? C. L l - ? , U w, •. • • • Structural Plans a a t (2) seis • Architectural Plans • (2) sets • Architectural Plans e a (2) sets . Civil Plans (2) • Structural Plans (2) • Code Analysis (1) . Certificate of Survey ' (1) • Civil Plans (2) • Projed Specs (t) • Code Analysis (1) • Landscaping Plans (2) • Key Plan Ewt Plan t M " (1) (1) . Projec[ Specs . Spec. Insp. & Testing Schedule " as er • (1) • Code Malysis (1) • Certificate of Survey (1) • Energy Calculations (1) not always" " • Soils RepoR (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lightin g Form (1) not always • Meter size must be established • Meter size must be esta6lished • Meter size must be established-if applicable I • ProJeclSpecs (1) y . EnergyCalculations (1) y y • Electnc Power & Lighting Form (1) " y 1 . Master Exi lan (1) l l • Emergen ponse Site Plan (1) y • SAC detertnination • cali 651-602- • SoilsRep (1) L 1 OOD • SAC dete tion • ca11651 -602-1000 SAC determinafion - call 651-602-1000 Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging facilities. ** Contact Building Inspections for sample and if required when it states "not always". `** Pertnit for new building or addition will not be processed without Emergency Response Site Ptan. Date9 / A ConstructionCost ? lG 000.°O Site Address e, nxe 00JS ? UniUSte # Tenant Name / Former Tenant Name v? I/07 'rn Descriplion of Work ??%CIh 9?Y ?r? ?/- ? 'X Four1L40..4-iOn On(y / / ? e?? Telephone # (? SJ )-2lr•l? -ZS/? Property Owne r ? r Cf b a y Contractor L? Address City State Zip ScJ ???? Telephone #(({ S/S ?;33 5?-S;V Arch/Engr W/2-5 Registration i/ Address CiTy State 2 ?7 i? ?? Z- Telephone # (?S? ) ?Q?1?? ?•. 7\? .?'' : , ;; , Licensed plumber installing new sewerl,wate(.. sernceF -?J? ? f? ? \ Phone #: , I hereby apply for a Commercial Buriqing Permit acliowledge that the information is complete and accurate that the work will be in conformanc?'with the;drdinances and codes of the City of Eagan and the State of Nlr Statutes; I understand this is not a permn;??t only an application for a permit, and work is not to start witliout ; pertnit; that the work will be in accordance with the approved plan in the case of work which requires a review anc approval of plans. / J -r?? /? f ??1 / / ?P? /t v ? Applicant's Printed Name Applicant's Signature OFFICE USE ONLY Sub Types ? 01 Foundation ? 14 Apartments ? 15 Lodging ? 25 Miscellaneous Work Types El'31 New ) ' 32 Addition ? 33 Alteration ? 34 Replacement ? 26 Public Facility K 27 CornmerciaUIndustrial ? 28 Greenhouse ? 29 Antennae ? 30 Accessory Building ? 32 Ext Alt-Apartments ? 34 Ext Alt-Commercial ? 35 Ext Alt-Public Facility ? 37 Nail Salon ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 37 Demolish (Bldg)" ? 43 Reroof ? 46 Windows/Doors `Demolitfon (Entire Bldg only) - Give PCA handout to applicant Valuation IOlooo Census Code ??2 4 SAC Units Nbr. of Units - Nbr. of Bldgs r Type of Const I([? 2-o60 5/3G Occupancy F H-2 fi- Zoning Stories Sq. Ft. a 36 0 Length Width Required Inspections ? Footings(new bldg) _ Footings(deck) Footings(addition) ? Foundation Drain Tile _ Roof Ice Pr _ Declang _ Insul _ Final _ Framing _ Fireplace _ R.I. _ Air Test _ Final ? _ Pool _ Ftgs _ Air/Gas Tests _ Final _ Siding _ Stucco _ Stone _ Windows Approved By: Planning Mike L• Building Inspector Base Fee I 81. 25- Surcharge Plan Review MCES SAC DO City SAC ?i Water Supply & Storage -' S/W Permit S/W 5urcharge -- Treatment Plant / ? ?f, Q?0,00 - ? . ?` Park Dedication T Trails Dedication waterQuafity ?,37?• oo / cop;es LA,IDSCAt_?e Spvu„•? 7, s00 . 00 ? Other wnTEa LpTewr? _ aq. 4q7; 04k / MCES System cY s r- City Water Booster Pump - PRV - Fire Sprinklered eJ;_ Insulation FinaUC.O. FinaUNo C.O. Other Total ? a?B j j 7. a 9 T- • CV CA.k?i- c?- 2004 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX 4 651-675-5694 • Structural Plans . Civil Plans • Certificate of Survey . Code Malysis • Project Specs • Spec. Insp. 8 Testing Schedule • Soils Report • Meter size must be established 1 d l 1 1 i • RAC detartninafinn - rall 851-13( (2) sets • Architectural Plans (2) • Struclural Plans (1) • Civil Plans (1) • Landscaping Plans (1) • CodeAnalysls • • Certificate of Survey (1) • Spec. Insp. & Testing Schedule . Meter size must be established • Project Specs • Energy Calculatlons • Electric Power 8 Lighting Form . Master Exn . Emergen ponse Site Plan iff • SOils l l3urldin / e.a.L ??Gdy. ? 1 (., 11'? `-1 1 (2) sets • Architectural Plans (2) sets (2) • CodeMalysis (1)" (2) • ProjectSpecs (1) (2) • Key Plan (t) (1) • MasterEtiitPlan (1) (1) • Energy CalculaUons (1) not always" (1) " • Elec. Power & Lighdng Form (1) not always" • Meter size must be eslablished-if applicable (1) (?) " y (U ? (?? ... y n SAC determination - call 651-602-1000 Call MN Dept of Health at 651-215-0700 for details regardmg food & beverage or lodging [acilities. ** Contact Building Inspections for sample and if required when it states "not always". ••' Pertnit for new building or addition will nat be processed without Emergency Response Si[e Plan. r? Date _9- / _v;?Q / 05( ?9 O,?• Construction Cost ? Site Address ?/,S? ?rSxP QmJ( ? UniUSte # Tenant Name r Former Tenant Name Description of Work Property Owner Telephone # Contractor ? J Address L7 3 P 1`'?y;r ? ??.•- ib'+? ? itY -5 C' State ? / ?/'?? Zip Telephone #((? SA ,?/.3,3 SQS?O Arch/Engr Regis[ratiou # Address City State S Z Telephone # (?Sf ) .o?22 1 /??G Licensed lum6er installin new sewe ic Phone #: ( ) p g _ ? S?-• I hereby apply for a Commercial Bu g Permit acknowledge that the information is complete and accurate that the work will be in conformance with t rdinances and codes of the City of Eagan and the State of MP Statutes; I understand this is not a pe y t only an application for a permit, and work is not to start without ? permit; that the work will be in accordance with the approved plan in the case of work which `quires a review anc approval of plans. 1:6;n.hr- 74-4 ? ApplicanYs Printed Name Applicant's Signature OFFICE USE ONLY Sub Types ? 01 Foundation ? 14 Apartments ? 15 Lodging ? 25 Miscellaneous Work Types ' 31 12'? New ? 32 Addition ? 33 Alteration ? 34 Replacement ? 26 Public Facility C?27 Commercial/Industrial ? 28 Greenhouse ? 29 Antennae ? 35 Int Improvement ? 38 ? 36 Move Bldg. 0 42 ? 37 Demolish (Bldg)' ? 43 `Demolition (Entire 81dg only) - Give P Valuation ? ?a99o, 000 '`' occupancy Census Code 3a $I Zoning SAC Units - Stories Nbr. of Units "- Sq. Ft. Nbr. of Bldgs ? Length Type of Const 1? 6 200D S&xG Width ? 30 Accessory Building ? 32 Ext Alt-Apartments ? 34 Ext A1FCommercial ? 35 Ext Alt-Public Facility ? 37 Nail Salon Demolish (Interior) ? 44 Siding Demolish (Foundation) ? 45 Fire Repair Reroof ? 46 WindowslDoors CA handout to appliwnt F-l H-z F1•3 P D MCESSystem x e S'_ _ ? City Water ?3 Booster Pump - 36 o PRV ! Fire Sprinklered ? Required Inspections _ Footings (new bldg) _ Footings (deck) _ Footings (addition) Foundation Drain Tile ' Roof Ice Pr _ Decking _ Insul _ Final ? Framing _ Ficeplace _ R.I. _ Air Test _ Final ? Insulation ? FinaUC.O. FinaUNo C.O Other _ Pool Ftgs Air/Gas Tests _ Final _ Siding _ Stucco _ Stone _ Windows Approved By: --------- ------------------------- - Planning Building Inspector ------- ----------------------------------------------------------- BaseFee Q?222• 25 Surcharge $ R ?_ 0 O Plan Review S, qci'-(-, '-F(o MCES SAC City SAC Water Supply & Storage S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Other Total ?(n, II?z . '71 f?ldc.k_I • Structural Plans • Civil Plans • Certificate of Survey • Code Analysis • Projecl Specs • Spec. Insp. 8 Testing Schedule • Soils Report • Meter size must be established 1 1 i 1 d 1 J;,l, d I c 38v ? 2004 COMMERCIAL BUILDING PERMIT APPLICATION W, ) bS5 ) L City Of Eagan l p- a9 .C)(j 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 (2) sets • ArchitecWrel Plans (2) • Structural Plans (1) • Civil Plans (1) " • Landspping Plans (1) • CodeAnalysis " • Certificate of Survey (1) • Spec. Insp. & Testing Schedule • Meter size must be established • Project Specs . Energy Calculatlons • Electric Power & Lighting Fortn . Master Exit Plan sponse Site Plan • Emargenc ? • Soils Reoo (2) sets • Atchitectural Plans (2) se4s (2) . CodeMalysis (1) " (2) . ProjectSpecs (1) (2) . KeyPlan (1) (t)" • Master Exit Plan (1) (1) . EnergyCalculabons (1)notalways" (1 ) " . Elec. Power & Lighting Form (1) not always" • Meter size must be established-'rf applicable (1) ; (1) 1 n SAC determination - call 651-602-1000 Call MN Dept of Heaith at 651-215-0700 for details regarding food & beverage or bAging facilities. •* Contact Building Inspections for sample and if required whcn it sts[es "not always". '•• Permtt for new building or a dition will not 6e processed without Emergency Response Site Plan. Date 10 l_//_ l Q? Construction Cost ???Of SiteAddress S ?.c ct (? V?',/-P-- UniUSte ft U Tenant Name ,Zvr Former Tenant Name v, ? I , ? Description of Work nTCV'i l?,? rSy- 4G//dof tiGP G? 7 Property Owner b -{ nc Telephone #?l?;'1 ) 02 9 3 o;2 .S?:f Contractor (?V Address 2 '? j w City S't /Ye?rAL. State Zip ?'Telephone #l 33 So Arct?Engr Registration # f(Z Address 7 / G City State Zip5l?? Telephone # (612) ' ?Fq ? ?` ocr i r zooa Licensed plumber installing new sewer/water service: Phone #: _, i I hereby apply for a Commercial Building Permit and aclmowledge that the information is:ceaipki?-accurate that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of NIT Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without ; permit; that the work will be in accordance with the approved plan in the case of wark which requires a review anc approval of plans. Applicant's Printed Name ApplicanYs Signature OFFICE USE ONLY Sub Types ? 01 Foundation ? 14 Apartments ? 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement ? 26 Public Facility R<27 Commercial/Industrial ? 28 Greenhouse G 29 Antennae ff'?35 Int Improvement ? 38 ? 36 Move Bldg. ? 42 ? 37 Demolish (Bldg)* ? 43 `Demolition (Entire Bldg only) - Give P Valuation o??Sao I ooB Census Code ?'3 7 SAC Units - Nbr. of Units - Nbr. of Bldgs - Type of Const _T/} z eoa Sifc ? 30 Accessory Building ? 32 Ext Alt-Apartments ? 34 Ext Alt-Commercial D 35 Ext Alt-Public Facility ? 37 Nail Salon Demolish (Interior) ? 44 Siding Demolish (Foundation) ? 45 Fire Repair Reroof ? 46 Windows/Doors CA handout to applicant Occupancy ,6-MCES System n; 5-_ Zoning Ciry Water c? Stories Booster Pump - Sq.Ft. PRV Lengfh Fire Sprinklered S; W idth Required Inspections _ Footings (new bldg) _ Footings(deck) _ Footings (addirion) Foundation Drain Tile Roof Ice Pr _ Decking _ Insul ? Framing _ Fireplace _ R.I. _ Air Test _ Final Approved By: " ._ Planning Base Fee Surcharge Plan Review MCES SAC City SAC Water Supply & Storage S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Other Total Insulation FinallC.O. FinaUNo C.O. Other Final _ Pool _ Ftgs _ Air/Gas Tesu _ Final _ Siding _ Stucco _ Stone W indows k L Building Inspector t I?o$3.75 l,0S0.oa1,264.44 Ig+338, 19 ?? ? (.JlocI I va? 3??? C.oC2S 1 °I `j 2005 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3 a2- 3830 Pilot Knob Road, Eagan Mn 55122 ? Telephone # 651-675-5675 FAX # 651-675-5694 ? TI 1 C?. 3?S' . a[rucnrai rians kq sei . Ciwl Plans (2) . Cedifcate of Survey (1) . CodeAnalysis (i) " . ProjectSpecs (7) . Spec. Insp. 8 Testing Schedule " • SoilsReport (1) . Meter size must be established 1 1 1 1 i 1 . SACdetermination-ca11 651-602-7 000 i)eot of Health at 651-215-0700 . Architecturel Plans (2) set . Stmcturel Plans (2) . Civil Plans (2) . Landscaping Plans (2) • CodeAnalysis (1) • Certifcate of Survey (1) • Spec. Insp. 8 Tesling Schedule (1) " • Meter size must be esta6lished . Project5pecs (1) . EnergyCalculations (1) " • Electric Power & Lighting Form (1) " . Master Exit Plan (1) • Emergency Response SRe Plan (t) . Soils Report (1) . SACdetermination-ca11651-602-t ODO • Fire Stoooina Submittals ar details reRardinR food & beverage or lodgi . Architectural Plans (2) sets . CodeAnalysis (7) " . Project5pecs (1) . Key Plan (i) • Master Exit Plan (7) • Energy Calcuiations (i) not always" . Elec. Power & lighting Form (1) not always" . Meter size must be established-it applicable d 1 i 1 1 . SACdetermination-ca11651-602-1000 ** Contact Building Inspections for sample and if required *•' Pennit for new building or additian will not be processed without Emergency Response Site Plan J/ Date3 / l lC) S ConstructionCost a4'y??0100 _ Site Address 6 S? 9o 6Zt OQ A-/ ?%?-? UniUSte # Tenant Name FGnlQ 6-S Y« , Former Tenant Name CI'L G rG ? Description of Work r PropertyOwner 'GCO?K? alii4 trL Telephone#($S/ ) S r Contractor /X I" r d' ?' 6 L %GS E-' ?-S ? ifGLC , S' E Cit Address CS y State M N Zip Ssi i 5 Telephone #(..s/ );ii,17 65L?46 Arch/Engr ? ?G° Registration # 16 ,? Address O/ ? S e? City State /NLyt ' Zip Telephone#(b!a-) 9D? Licensed plumber installing new sewedwater service: ?-- - - Phone #. I hereby apply for a Commercial Building Permit and acknowledge that the informa#ion ?is?comAeWnd that the work will be in conformance with the ordinances and codes of the City oY Eagan an e a Statutes; I understand this is not a permit, but only an application for a permit, and 1- ork_is_n rt_ permit; that the work will be in accordance with the approved pJa?-i the e of rk hich requires a n approval of plans. ? Qe r 4 &r-r _ Applicant's Printed Name ApplicanYs Signature MN )ut a and Sub Types ? 01 Foundation ? 14 Apartments ? IS Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 AddRion 2'? 33 Alteretion ? 34 Replacement OFFICE USE ONLY ? 26 Public Facility P`?27 CommerciaUIndustrial ? 28 Greenhouse ? 29 Antennae ? 30 Accessory Building ? 32 Ext Alt-Apartments ? 34 E7ct Alt-Commercial ? 35 Ext Alt-Public Facility ? 37 Nail Salon ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 36 Move Bldg ? 42 Demolish (Foundation) ? 45 Fire Repair ? 37 Demolish (Bldg)" ? 43 Reroof ? 46 Windows/Doors "Demolition (Entire Bldg only) - Give PCA handout to applicant 00 Valuation I7 9?-l Occupancy MCES System y?s Census Code Zoning ? City Water SAC Units - Stories '- Booster Pump ' Nbr. of Units - Sq. Ft. `-PRV Nbr. of Bldgs ? Length -- Fire Sprinklered KS Type of Const Width ? Required Inspections _ Foohngs (new bldg) Insulation _ Footings (deck) FinaUC.O. _ Foohngs (addition) ? FinaUNo C.O. _ Foundauon Other Drain Tile - Roof _ Ice Pr Framing Decking _ Insul Final Pool Ftgs Air/Gas Tests Final Siding $tucco S[one _ Fireplace _ R.I. _ Air Tes[ _ Final Windows Approved By: Planning ? Building Inspector Base Fee Surcharge Plan Review MCES SAC City SAC Water 5upply & Storage (WAC) S/W Permit S/VV Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Water Trunk Sewer Trunk Other Total z Z.??.0?r- /? op 7/O, 38 ?93}? • Civil Plans • Certificate of Survey . CodeAnalysis . Projed Specs • Spec. Insp. & Testing Schedule " • Soils RepoA • Meter size must be established 1 d d 1 1 1 2005 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 (2) sets • Archftedural Plans (2) se (2) . Structural Plans (Z) (1) • Civil Plans (2) (1) . Landscaping Plans (2) (1) • CodeAnalysis (1) " • Certificate of Survey (1) (1) . Spec. Insp. & Testing Schedule (1) • Meter size musf be established • SAC detertnination - call 651-602-1000 ?Z?'C?4 . Architedural Plans (2) sets • CodeAnalysis (1) " • ProjeclSpecs (1) . Key Plan (1) . Master Exit Plan (7) • Energy Calculations (1) not always" • Elec. Power & Lighting Fortn (1) not always" • Meter size must be estabiished-if applicable • ProjectSpecs (1) • EnergyCalculations (1) ° 1 • Electric Power & Lighting Form (1) " 1 • Master Exit Plan (1) 1 • Emergency Response Site Plan (1) . Soils Report (1) d • SAC determination - ca11 651-602-1 00 0 • SAC detertnination - ca11 651-602-1 0 00 . Call MN Dept of Heal[h at 651-215-0700 for detaiis regazding food & 6everage or lodging facilities. ** Con[act Building Inspections for sample and if required •*+ Pecmit for new building or addition will not be processed without Emergency Response Site Plan. Date ( / / J / c2S-- Coostructioo Cost ? Site Address 695- 1 Dnx n2A /aS UniUSte # Tenant Namee;_;n I? Q? Former Tenant Name I? i.?,r !' r n p 17 n/ , , JU&i - ?Ill 3 Descriptioo of Work O Z JU/? Property Owner L,; " Telephone #(???_??r? 7 ? Contractor u.A Address Ob ?I • (? City P`3 ?L• State t`?{ i6 no5o? Zip E3E:RC?, Telephone # (LC(a) ?y ?3CR-'1(n[ •_lp Arch/Engr }--{ A-CkAeCQS Registration # Address 2 A/P A 1-?' ? ?p5D City M n/ ?• State ?M1 rlvi [Sotn? Zip ?elephone # ( ) Licensed plumber installing new sewerlwater service : Phone I hereby apply for a Commercial Building Permit and acknowledge that the information is complete and accurate; that the wark will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; 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. App1- i8a°nt's Printed Name - ` Applicalfts '? Signature 6 q S 0 2 2005 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone 9 651-675-5675 FAX 0 651-675-5694 • airuaurai rians kc) se • Civil Plans (2) • Certificate of Survey (1) • CodeAnalysis (7) " • ProjectSpecs (1) • Spec. Insp. & Testing Schedule " • Soils Report (1) . Meter size musl be established 1 1 1 d 1 1 • SAC determination - call 651-602-1 000 . Arohitec[urel Plans (2) sels • Structural Plans (2) • Civil Plans (2) • Landscaping Plens (2) • CodeAnaysis (1) • Certificate of Survey (1) • Spec. Insp. R Tesling Schedule (1) " • Meter size must be established • Project5pecs (1) . Energy Calculations (1) " • Eledric Power & Lighting Form (1) • Master Enit Plan (1) • Emergency Response Ske Plan (t) • Soils Report (1) • SAC delermination - call 651-602-1 000 • Fire Stonoina Submittals $ a gss. Y9 CA-1w 6,12Z . -m • Architectural Plans (2) sets • CodeAnaysis (1) " • PrqedSpecs (1) . Key Plan (1) • Master Exil Plan (1) • Energy Calculations (1) not always" • Elec. Power & Lighting Form (1) not always" • Meter size musl be established-if applicable 1 1 1 1 1 000 Call M1J Dept of Health az 651-215-0700 for details regarding food & beverage or lodging facilities.I j X •* Contact Building Inspections for sample and if required ? "\! 1 I' *•* Pevnit for new buiiding or addition will not be processed without Emergency Response Site Plan. 3 2??5 i Date _b-) cfs?_ .N L 1/ I Construction Cost dtCQCDf'-- Site Address lnSS L-n,-\e (??k C)- Unit/Ste # Tenaot Name F:"rL ri Af), Former Tenant Name Description of Work gwgwpik Tel.,.? '4 PropertyOwner t?xL¢d-nU..Ln,& r n_? Telephone#((.^?1) U Contractor V" R?. Idt,?q Ca• _ 2 ^°? ?? ? • Address U (..? CitY t-4 .04,; ' - State Zip ?'?L1 C7c? Telephone #(&(Q)RcY2-'7(c L(a Arch/Engr 4-K' ? AyC-k i-kc &S ? Registration # Address ? 3''a rP IJ 4li'32K) City ?...??2QS • State r..rN • Zip GiSLfDl Telephone #( ) Licensed plumber installing new sewerlwater service: Phone I hereby apply for a Commercial Building 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 the State of MN Statutes; 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. 3-06?l, -4," Applicant's Printed Name App4 t s Signature Sub Types ? 01 Foundation ? 14 Apartments 0 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addiiion ? 33 Alteration ? 34 Replacement Valuation -AI4 6, 6bCS Plan Rev 100% ? 25% ?'- Census Code Y-3 SAC Units '-' Nbr. of Units Nbr. of Bldgs ? Required Inspections _ Footings (new bldg) _ Footings (deck) _ Footings (addition) _ Foundation Drain Tile OFFICE USE ONLY ? 26 Public FaciliTy ? 30 Accessory Building Er'?27 Commerciallindustrial ? 32 Ext Alt-Apartments ? 28 Greenhouse ? 34 Ext Alt-Commercial ? 29 Antennae ? 35 Ext Alt-Public Facility ? 37 Nail Salon ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 WindowslDoors 'Demolition (Entlre Bldg oNy) • Give PCA handout to appllcant Type of Const ? Width Occupancy ?- MCES System Zoning City Water _4cr Stories i Booster Pump Sq. Ft. PRV -' Length ? Fire Sprinklered Insulation FinaVC.O. ? FinaVNo C.O. Other Roof Ice Pr _ Decking _ Insul ? Framing _ Fireplace _ R.I. _ Air Test _ Final Approved By: Z? , Planning Base Fee Surcharge Plan Review SAGMCES SAGCity SIW Permit SIUV Surcharge Treatment Plant Treatrnent Plant (ImgaGon) Park Dedication Trail Dedica6on Water Qualiry Water Supply & Storage (WAC) ? ? (? la.?, '7S IiD,?o I?089,74 Final _ Pool Ftgs Air/Gas Tests _ Final _ Siding _ Smcco _ Stone W indows W Building Inspector Financial Guarantee Storm Sewer Trunk Sewer Lateral Street Water Lateral Other Total 4- a 956', 4q Sewer Trunk Water Trunk ? O- 2005 COMMERCIAL BUILDING PERMIT APPLICATION ? (yq City Of Eagan 3$30 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 .$ 1 4a .-1 5 Ca,LLed 606 1I'I • Structural Plans (2) sets • Architedural Plans (2) sats • Civil Plans (2) • Strudural Plans (2) • CeAificate of Survey (1) • Civii Plans (2) • CodeAnalysis (7) . LandscapingPlans (2) • ProjectSpecs (1) • CodeAnalysis (1) " • Spec. Insp. 6 Testing Schedule • Cehificale of Survey (1) • Soils RepoA (1) • Spec. Insp. & Testing Schedule (1) " • Meter size must be esta6lished • Meter size must be established ! • ProjectSpecs (1) 1 • EnergyCalculations (1) 1 • Electric Power & Lighting Form (t) 1 • Mastar Exit Plan (1) 1 • Emergency Response Ske Plan (1) 1 • Soils RepoA (1) • SACdetertnination-ca11651-602-1 D00 • SACdeterminalion-ca11 651-602-1 0 0 0 . . Fire Stoooinn Su6mittals Call MN neni nf Healih ai 651015-0700 fnr detailc reaardinn fnnd Rr. beverane nr Ind¢in¢ • AfchileIXUral Plans (2) sets ? • CodeAnalysis (1) " . ProjectSpecs (1) . Key Plan (1) • Master Exit Plan (1) ? . Energy Calculations (1) not always"' • Elec. Power 8 Lighting Fortn (1) not always" • Meter size musl be established-if applicable 1 d 1 1 6 • SAC determination -ca11 6 51-602-1 00 0 •• Contact 6uilding Inspections for sample and if required «'* Permit for new building or addition will not be processed without Emergency Respanse Site Plan. Date Coostruction Cost Site Address UniUSte # / Tenant Name t5 la?J ?l lL. Fo er Tena nt Name ca ? ? , ' ?G/?/ ? ?i7 Description o f Work l. a S!LvG.? !?? T.1 rn ,P KG? Y•y? n? ti Property Owner 151d Telephone # ,6/ ) 29.-3 250 ? Contractor N Address !? ? C6 ?.? /S?C So i CiTy ? / ? CG State Myl i Zip Telephone # (,5/ Arch/Engr ` L21 Registration # 16 -366 Address City State Yv {(M? Zip .5 Sh`O/ Telephone #(6 Licensed plumber installing new sewer/water service: %V r ?y? Phon( .'.)(? ?'' 'S'?1 1 ,. ,? ??? I hereby apply for a Commercial Building Permit and acknowledge that the infi that the work will be in conformance with the ordinances and codes of the C Statutes; I understand this is not a permit, but only an application for a permit, permit; that the work will be in accordance with the approved?gt n i the se o1 approval o/'?? Applicant's Printed Name Applicant's n iation?i??'??pleteI'an accurate; of Eagan and the St te of MN not_w- ax?wimout a requires a review and Signature OFFICE USE ONLY Sub Types ? 01 Foundation ? 14 Apartments ? 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement ? 26 Public Facility B-?27 CommerciaUIndustrial ? 28 Greenhouse ? 29 Antennae Er?_35 Int Improvement ? 38 ? 36 Move Bldg. ? 42 ? 37 Demolish (Bldg)' ? 43 'Demolitlon (Entire Bldg only) - Give P 00 Valuation Doo Type of Const ?TJ-13 PlanRev100°/a 7W 25%? Occupancy Census Code ? Zoning SAC Units Stories -` Nbr. af Units Sq. Ft. Nbr. of Bldgs ? Length ` Required Inspections _ Footings (new bldg) _ Footings (deck) _ Footings (addition) Foundation Drain Tile Roaf Ice Pr _ Decking _ Insul ? Framing _ Fireplace _ R.I. _ Air Test _ Final Approved By: 05- Planning Base Fee ? 3Cl , ZS Surcharge 3• 5o Plan Review SAC-MCES SAGCity S!W Permit S/W Surcharge Treahnent Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Water Supply & Storage (WAC) ? 30 Accessory Building ? 32 Ext Alt-Apartments ? 34 Ext Alt-Commercial ? 35 Ext Alt-Public Facility ? 37 Nail Salon Demolish (Interior) ? 44 Siding Demolish (Foundation) ? 45 Fire Repair Reroof ? 46 Windows/Doors CA handout to applicant W idth MCES System QN 5 T- City Water lT . -e- ` ' Booster Pump r' PRV - Fire Sprinklered _ Insulation FinaUC.O. ? FinaUNo C.O. Othar Final _ Pool Ftgs Air/Gas Tesu _ Final _ Siding _ Stucco _ Stone W indows M L Building Inspector Financial Guarantee Storm Sewer Trunk Sewer Laterai Street Water Lateral Other Total Sewer Trunk Water Trunk 2005 COMMERCIAL BUILDING PERMIT APPLICATION City OfEagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 ='$ TS . s 11 • Slruclurei Plans (2) sets • Archkectural Plans (2) sets • ArchRectural Plans (2) sets • Civil Plans (2) . Strudurel Plans (2) • Code Analysis (1) " • Certificate of Survay (1) . Civil Plans (2) • Project Specs (1) • Code Analysis (1) • Landscaping Plans (2) • Key Plan (1) • Project Specs (1) • Code Anatysis (1) • Master Exit Plan (1) • Spec. Insp. 8 Testing Schedule " • Certificate of Survey (1) • Energy Calculations (1) not always" • Soils RepoA (1) • Spec. Insp. & Testing Schedule (1) • Elec. Power & Lighting Fortn (1) not always" . Meter size must be established • Meter size must be established • Meter size must be established-if applicable 1 • ProjectSpecs (1) 1 • Energy Calculations (1) 1 • Elettric Power & Lighting Form (1) l • Master Exit Plan (1) b 1 • Emergency Response Si[e Plan (1) 1 • Soils RepOrt (1) 1 . SACdetermination-ca11651-602-1000 • SACdetermination-ca11651-602-tODO • SACdetermination-ca11651-602-1000 . • Fire Stoooina SubmRtals Call MN Devt of Health at 65 L215•0700 for de[ails rezardinQ food & bevera¢e or *• Contact Building Inspcetions for sample and if required •*• Permit for new 6uilding or addition will not be processed wi[hou[ Emergency Response Site Plan. _!/ Date O?K 16S Dv- Construction Cost 21,?Ti? IS?00 Site Address 4n?? ?% /? ??? - Unit/Ste # E Tenant Name ? Former Tenant Name Description of Work Property Owner /J? hone # ?? J7 Jvl? (' •, ?I Contractor YCI ?1? JSSn?-- Address "f'G1-el- ? y S? 'J?City State /VIC/L Zip fTelepnhlone # (651 A 44 ti # R i t Arch/Engr Ci I ra on eg s Address o/ CitY State li1 Zip Telephone # 6(;L Licensed plumber installing new sewerlwater service: Phone #: c6.Si I hereby apply for a Commercial Building 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 the State of MN Statutes; I understand this is not a permit, but only an applicaf for a permit d work is not to start without a permit; that the work will be in accordance with the approv a in t s of ork which requires a review and ap roval of plans. ? ????d L6t?r Applicant's Printed Name Applicant's ` Signature Sub Types ? 01 Foundation ? 14 Apartments ? 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement OFFICE USE ONLY ? 26 Public FaciliTy ? 30 Accessory Buifding ,0'?2_7 CommerciaUlndustrial ? 32 Ext Alt-Aparhnents ? 28 Greenhouse ? 34 Ext Alt-Commercial ? 29 Antennae ? 35 Ext Alt-Public Facility ? 37 Nail Salon ? 35 Int Improvement S Demalish (Interiar) ? 44 Siding ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 37 Demolish (Bidg)' ? 43 Reroof ? 48 Windows/Doors "Demolition (Entire 81dg only) - Glve PCA handout to applicant Valuation Type of Const Plan Rev 100% _ 25°k _ Occupancy Census Code Zoning SAC Units Stories Nbr. of Units Sq. Ft. Nbr. of Bldgs Length Required Inspections _ Footings (new bldg) _ Footings (deck) _ Footings (addition) Foundation Drain Tile _ Roof Ice Pr _ Decking _ Insul _ Framing _ Fireplace _ R.I. _ Air Test _ Final Approved By: Base Fee Surcharge Plan Review SAC-MCES SAC-City S!W Permit S1W Surcharge Treatment Plant Treatment Plant (IrrigaUon) Park Dedication Trail Dedication Water Quality Water Suppty & Storage (WAC) Width MCES System City Water Booster Pump PRV Fire Sprinklered _ Insulation FinaVC.O. _ Final/No C.O. Other Final _ Pool _ Ftgs _ AidGas Tesu _ Final _ Siding _ Stucco _ Stone _ Windows Planning ???Iding Inspector Financial Guarantee Storm Sewer Trunk Sewer Lateral Street Water Lateral Other Total SewerTrunk Water Trunk i9 : rv ,Uqa ? --ro EVI c- -7I13 2005 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 $aQ5?. ?i ? e"Li, Ck -' b,-p - (4^ . Structurel Plans (2) sets • Archdedurel Plans (2) sets • ArchRectural Plans (2) sefs ? . Civil Plans (2) • Structurel Plans (2) • Code Anatysis (1) . CertificateofSurvey (1) • CivilPlans (2) • Project5pecs (1) ? • Code Analysis (1) • Landscaping Plans (Z) Plan (1) • Projecl5pecs (1) • CodeAnalysis (7) , Ms er Plan (1) ? • Spec. Insp. & Testing Schedule " • CertiFicate of Survey (1) • Energy Calculations (1) not always"' • Soils Report (1) • Spec. Insp. & Testing Schedula (1) " • Elec. Power & Lighting Form (1) not aiways" • Meter size must be established • Meter size must be established • Meter size must he established-if applicable 1 • ProjectSpecs (1) 1 • Energy Calculations (1) ° - l 1 • Eledric Power & Lighting Fortn (1) " . 1 • 1 . Master Exit Plan (1) d l • Emergency Response Site Plan (1) 1 • Soils Repart (1) 1 • SAC determination - ca11651-602-1000 • SAC deteimination - call 651-602-1000 • SAC detertnination = call 651-602-1000 . • Fire Slo in Submittals Call MN ?ept of Health a[ 651-215-0700 for details regarding food & beverage or lodging facilities. ** Contact Build'eng Inspections for sample and if required •'• permit for new building or addition will not be processed without Emergency Response Site Plan. Date 07 / 12 / 05 Coostruction Cost b? ?e? Site Address Tenant Name 655 I.one Oak Drive Innwation Center Bldg F 4 FL UniUSte # Er--olab Inc. Former Teoant Name DescripHon of Work Commercial office remodel as per print Property Owner Fcolab Inc. Telephooe #(651 ) 293-9578 Contractor Robert Carr & Associates Inc. Address State 6675 Warner Road m Cqty. St. Paul Zip 5511?5 Telephone #( 651) 779-0226 Arch/Engr Address State Hagenr Christensen & R?Ilwain Registratian# 16366 4201 Cedar Ave.nue South City '*mP'ignl?s, MN Zip 55407 Telephooe #( 612 ) 90./+-7i66 LicensedplumberinsWllingnewsewerlwaterservice: n - NA SpriY.QS Inc. -6 1?1 6 ormatio I hereby apply for a Commercial Building Permit and acknowledge that thil that the work will be in conformance with the ordinances and codes of tCity Statutes; I understand this is not a permit, but only an application for a pe permit; that the work will be in accordance with the approved pl?r;n the ?? ?w /} approval of plans. ? Robert A. CArr ApplicanYs Printed Name ApplicanYs 5mp and accurate; and th State of MN _ tart without a requires a review and Signature OFFICE USE ONLY Sub Types ? Ol Foundation ? 26 Public FaciliTy ? 30 Accessory Building 0 14 Aparhnents ,2--'?.27 CommercisUindustrial ? 32 Ext Alt-Aparhnents ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt-Commercial ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt-Public Facility 0 37 Nail Salon Work Types '*? ? 31 New R- 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundat ion) ? 45 Fire Repair ? 33 Aiteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement •Demolition (Entlre Bldg only) - Give PCA handout to applicant Valuation a?.? p? 8/ d" Type of Const JE - Ar Pian Rev 100% 25% Occupancy ? Census Code ?t3 7 Zoning ? SAC Units Stories Nbr. of Units ? Sq. Ft. Nbr. of Bldgs ! Length Required Inspections _ Footings (new bldg) _ Foo6ngs(deck) _ Footings (addition) _ Foundation _ Drain Tile Roof Ice Pr _ Decking _ Insul V/' Framing _ Fireplace _ R.I. _ Air Test _ Final Approved By: ?' Planning Base Fee Surcharge Plan Review SAGMCES SAGCity SNV Permit S1W Surcharye Treatment Plant Treatment Piant (Irrigation) Park Dedication Trail Dedication Water Qualiry Water Supply & Storage (WAC) Width MCES System City Water Booster Pump PRV Fire Sprinklered Insulation ? FinaUC.O. FinaUNo C.O. ? Other P19,E7 Final _ Pool Ftgs Air/Gas Tests _ Final _ Siding _ Stucco _ Stone _ Windows l.MnZ Building Inspector Financial Guarantee Storm Sewer Trunk Sewer Lateral Street Water Lateral Other Total * 2,Z.T-q . G/ Sewer Trunk Water Trunk r-? ; l3/ 8 . y"Y 71. a-o 8g"7•aG 2005 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 -)? \545 . 0?1 1Sa5.os I-, c"4 ? oq lr( cast. ? ?r SNS•09 , rA ir ,U A l1kr-- • Strudural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) " • Certificate of Survey (1) • CivilPlans (2) • ProjeclSpecs (1) . CodeAnalysis (1) • Landscaping Plans (2) • Key Plan ' (1) • ProjeGSpecs (1) • CodeAnalysis (1)" • Master Exit Plan (1) • Spec. Insp. & Testing Schedule ° • Certificale of Survey (1) • Energy Calculations (1) nol always" • Soils Report (1) • Spec. Insp. & Testing Schedule (1) • Elec. Power & Lighling Form (t) nol ahvays" • Meter size must be established • Meter size must be established • Meler size must be established-if applicable 1 • ProjectSpecs (t) i • EnergyCalculations (1) "" 1 1 • Electric Power 8 Ligdting Fortn (1) ° • . l i°' n L . Master Exit Plan (1) i, L• Emergency Response Sile Plan (1) l , • SoilsReport (1) • d • SACdetertnination-ca11651-602-7000 • SACdetertninalion-ca11651-602-1000 • SACdetertnination-ca11651-602-1000 • Fire Sto in Submittals ? Call MN Dept of Heal[h at 651-215-0700 for details regarding food & beverage or lodging facilities. Contact Building Inspections for sample and if required . Permit for new buildillg or addition will not be processed without Emergency Response Site Plan. Date 12- lC) S / 0 S ?.? SiteAddress ? ` Lwc ono,- Tenant Name LE?-8 LA'g Construction Cost G? , CF70 „ 02-?.,Jc' Unit/Ste #PU 6 Former Tenan[ Name Description of Work ?"r?"I? ?I-k5TIJ?11o jP02710rJ Ql Fn-L? k2t4z- TAA-W1,06 I@0? Property Owner Lkl(?) Telephone #(? ) 2Q 3 Z 3 U D Contractor 1+1),6 ?-? Address ,?1? ( z N'? ?c l?i ? State ?''? N Cib' Zip ?r'10f5 Telephone #( G.JI Z) 7?I ?J QQ C^6 Arch/Engr CH-a l $TIm 5rV Address ? -v )( 2 --d ?JC= N State M ?' G-rLt.iJ/110 Registration l# ?4? ` City Zip Telephone # ( (sI 7,) ? 133 2-- Licensed plumber installing new sewer/water service: Phone #: U k( I hereby apply for a Commercial Building 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 the State of MN Statutes; 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. i _ t,llA-`( MC-- ApplicanYsPrintedName Applican s ?--?n - Signature OFFICE USE ONLY Sub Types ? 01 Foundation ? 14 Apartrnents ? 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addkion ? 33 Alteration ? 34 Replacement ? 26 Public Facility -11?27 Commercial/Industrial ? 28 Greenhouse ? 29 Antennae .,ET' 35 Intlmprovement ? 36 ? 36 Move Bidg. ? 42 ? 37 Demolish (Bldg)` ? 43 'Demolition (Entire Bldg only) - Give P sb Valuation g6/ ?C30 ^ Plan Rev 100% ? 25°/a _ Census Code - d -' SAC Units -b ^' Nbr. of Units o Nbr. of Bldgs Required Inspections _ Footings (new bldg) _ Footings (deck) _ Footings (addition) Foundation Drain Tile _ Driveway Apron ? 30 Accessory Building ? 32 Ext Alt-Aparhnents ? 34 Ext Alt-Commercial ? 35 Ext Alt-Public Facility ? 37 Nail Salon Demolish (Interior) ? 44 Siding Demolish (Foundation) ? 45 Fire Repair Reroof ? 46 Windows/Doors CA handout to applicant Type of Const Width Occupancy MCES Sysiem ? Zoning ? CityWater ? Stories Booster Pump Sq. Ft. PRV Length Fire Sprinklered ? Roof Ice Pr Decking _ Insul ? Framing y?r Approved By: Planning Base Fee Surcharge Plan Review SAC-MCES SAC-City SIW Permit SIW Surcharge Treatment Plant Treatrnent Plant (Irrigation) Park Dedica6on Trail Dedica6on Water Quality Water Supply & Storege (WAC) _ Fireplace _ R.I. _ Air Test _ Final Insulation / FinaVC.O. V FinaVNo C.O. Other _ Pool _ Ftgs _ AirlGas Tests _ Final Final _ Siding _ Stucco _ Stone _ Windows fg?L4?Building Inspector Financial Guarantee Stortn Sewer Trunk Sewer Lateral Street Water Lateral Other Total Sewer Trunk Water Trunk rlaLio2. Z006 39Q5 COMMERCIAL BUILDING PERNIIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 • Structural Plans (2) sets I • Architectural Plans (2) sets • Civil Plans (2) . CeAificate of Survey (i) • CodeAnalysis (7) ° . Project Specs (t) • Spec. Insp. 8 Testing Schedule " (1) • Soils Report • Meter size must 6e established 1 d 1 1 1 1 • SAC determination -ca11 651-602-1 0 00 . Sirudural Plans (2) • Civil Plans (2) • Landscaping Plans (2) • CodeAnalysis (1) • Certificate of Survey (1) • Spec. Insp. 8 Testing Schedule (1) ° • Meter size musl be established . ProjectSpecs (1) . Energy Calculations (1) • Electric Power & Lighiing Fortn (1) ° . Master Exk Plan (1) • Emergency Response Ske'Plan (1) • Soils Report (1) • SAC determination -ca11 6 5 7-6 0 2-1 000 . ? 113, S • Architedural Plans (2) sels • CodeAnalysis (1) " . ProjeG Specs (1) • Key Plan (1) . Masler Exit Plan (1) • Energy Caiculations (1) nW always" • Elec. Power & Lighting Form (1) not always" . Meter size must be established-if applicable d 1 1 1 1 . SAC determinaGon - call 651-602-1000 Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging tacilities. •* Contact Building Inspections for sample and if required Permit for new building or addition will not be pracessed without Emergency Response Site Plan. Date 2 / 1 / 2006 ConstrucHon Cost !$ 750 00 Site Address 655 I,one Oak Drive Bldg F Ievel 5 Unitlste # Tenaot Name Fr-Olab rInc• Former Tenant Name Description of Work Enlazge office #5621 as per prints. Property Owner Fcolab Inc. Telephone #( 651 ) 293-2 246 Contractor Robert Carr & Associates Inc. Address 6675 Warner Road - City St 1!3111 State Mi-nnesota Zip 55115 Telephone #(651 ) 779-07 76 fhX Gsl • 774 •i82.7 Arch/Engr ftPn (hristenaen McTlruain Architxtc Registration# 16366 Address 4201 Cedar Avetrue South City MiimmeaP Olis State Mirmesota Zip 55407 Telephone # (612 ) 904- 2 IS Licensed plumber installing new sewer/water service: Phone #: L? FEB 0 2 2006 lu J 1__ I hereby apply for a Commercial Building 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 the State of MN Statutes; 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. xarrison Carr O?a?eG Robert Carr & Associates, Inc. Applicant's Printed Name Applicant's Signature sun ryPeS 0 Ol Foundation ? 14 Aparhnents ? 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement OFFICE USE ONLY ? 26 Public Facility .H' 27 Commercial/Indushial ? 28 Greenhouse ? 29 Antennae ,e 35 Int Improvement ? 38 ? 36 Move Bldg. ? 42 ? 37 Demolish (Bldg)" ? 43 •Demolition (Entlre Bldg only) • Give P Valuation ,SOrJa °%? Plan Rev 100%_ 25%_ Census Code SAC Units N6r. of Units Nbr. of Bldgs Required Inspections _ Footings (new bldg) _ Footings (deck) _ Footings (addition) _ Foundation _ Drain Tile Roof Ice Pr _ Decking Framing ? 30 Accessory Building 0 32 Ext Alt-Apartments ? 34 Ext AIt--Commercial ? 35 Ext Alt-Public Faciliry ? 37 Nail Salon Demolish (Interior) ? 44 Siding Demolish (Foundation) ? 45 Fire Repair Reroof ? 46 Windows/Doors CA handout to applicant Type of Const 1 'A Width Occupancy MCES System ? Zoning City Water Stories Booster Pump Sq. Ft. PRV Length Fire Sprinklered Insul Final ;/ Insulation /FinaUC.O. FinaVNo C.O. Other _ Pool _ Ftgs _ Air/Gas Tests _ Final _ Siding _ Stucco _ Stone _ Windows _ Fireplace _ R.I. _ Air Test _ Final Approved By: Planning Base Fee Surcharge Plan Review SAC-MCES SAGCity SNV Permit SNU Surcharge Treatrnent Plant Treatment Plant (Irriga6on) Park Dedication Trail Dedication Water Quality Water Supply & Storage (WAC) QAA Building Inspector Financial Guarantee Storm Sewer Trunk Sewer Lateral Street Water Lateral Other rotai ? J1 3.7Y SewerTrunk Water Trunk /// •ZS? 2 . Sro ? FEB 13,2006 19:07 6517799827 Page 1 !I a`?? ? 0~I 5S? ZOOS COMMERCIAL BUILDING PERMTf APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Ma 55122 Telephone # 651-673-5675,' FAX # 651-675-5694 • Struaurel Plans (2) eero . A2hqeeturel Plans (2) oen o ArthHeaurel Plerm (2) asls • CIVII Pfans (2) • 6tructurol Plsns (2) • Code Maysle (1) ° . CeRHkale of burvay (7) • CWII Plm (7) • ProJeU Speee (1) 1 • CoOe AnayeM (1) •• • Landawplnp Plerro (2) . I(ey Plan (1) • ProJedSpeem (1) • CodeAnalys4 (1) " . Me61lfEdtPlan (11 . Spst. Insp 8 Tatlng Sehotlub " . CeANkwle M Survey (1) . Energy Cakulellonu (7) rwt aMreye" • Solls Report (1) • Spsc, inap. 6 Toaltrg SCliedule (1) ^ • Elec, Powor d LlpMlrp Foml (t) not eAvey6° . Marer sao must be aetebll6he0 • Meter oize muet De eetebllehsd • Mater elxa muet be eeta0liehed-If epplleabb ! • Pro}ectSpecs (1) 1 • EnerpyGalwlaNons (t) " + 1 • Elstlrk Powar d Lphllnp Foim (1) 1 • Muler Edl Plan (1) i 1 . Emeryency Re9ponee bMe Plan (1) ! • SoilcRepoM1 (1) 1 . $ACdeterminaUOn-ta11 8 61802- 1 000 • 9ACd616iminetlat-c011B51-802-t00U • 6ACdetlmdnaHon- u11851-6D2•100D . . Fira SI In Su6mfdab Call MN Dept of Hedth at 65I-215-0700 far detaile rcgarding food & beverege or Iodeio6 (eeiliSies. •' Cartact Building Inspeafons for ?mple snd if required 0+0 Permit fur ggg bullding or add ltion will not be proasted wiihout Emorgcncy Response Sitt Plen. Ofc OA" Deh c? I l v l d?6 Conalructlon Coet Site Addresa lle5 5 L1J/12 aC'?k. Qf 1 UL- UoiUSte I{ TenantName CL OlQb FormerTenaotName Deacriptioo o[ Work nPrnp rrJOZ /Vl.l f" O/l 4 6 htLCb Zr1 Telephone#((ps) ) -7 95' 5101Wo_ _ PropertyOwner 6 Contnetor I( U Lx/ t C 41 ? d" 0 56a-l CG kS t?k-- Addresa tD(D ?15 f1P.r 1 ka4 City 'eifi toLWA State MV\ ZipTelephonep(1pSl) Z?G ArchlEnQr Reglatratlon # Addresa City State Zlp Telephone p ( ) lleensed plumber imtalling new sewerlwater servlee: Phone 0: I hereby apply for a Commercial Building Permit and acknowledge that the infotmation is complete and aceurate; that the work will be in conformance with the ordinences end codes of the City of Eagen and the StaEe of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to atart without a permit; that the work will be in accordance wich the approved plan in the ease of work which requires a review and approval of plans. RoVieit a,rr, P"S?den?' ApplicanYs Printed Name Applicant's Signature MAY 16,7006 16:02 6517799827 Page 2 ?r,9o3, 97 anoitiCOMMERCrAI. B1711,DINC PERM[TAPPLICATION GAQeI City Of Eagan 3830 Pi1ot Knob Rnad, Ragan Mn 55722 Tclcphone # 657-675-5675 FAX # 651-675-5694 ' Lans dro?cxl off ? prrviously • SirycturalPlany (2)tietS • Grvil Pians t21 . CCrtiBca[e of Survey (1) . CotleAnalysis (1) " • Project5pecs (1) • Sp'.G Intip. 8 Te+s Wp Schwlule •' . Srnls Reporl (t1 . Meter size must bc establlshcd 1 1 1 1 1 . $AC?SxW.nnmaGun-[;211H5Lfit12-tU00 . ul V Ilnoi nt Hcalth at 651-2014500 & bevernKe ur . ArchRectural Plans (2) sets • GodeAnaly5i5 (1) " • Projec[ Specs I1I + Key Plan (1) . Master Exit Plan (i) • Ene.ryy CalraJahnnS (1) not BIWcyS" . Elec. Power 8 LiglWng Form (1) not aiwayti,• . Meter s¢e must hc csta6llshed-4 appiicanle l y L 1 ! . ge,Cde?em:rpb.. ?u ss?-soz-?ooo •• ('witeci Huilding Mipauon. for ?amplc rmd i(rcquirn3 •"* Pcrrnii fur new huild1ng nr addi[iai will nut 6e piucessed witliout tmergency Kcsponsc Site Plan. 5 10 2006 C,onxtructiunCust $I21,295.00 Datr / ? Site aAnrccs 655 Lone Oak Drive Ruildin$ A i.evel 3 l;nitlStc # Tenunt N•rmr Frolab inc. N'ormcr'1'enant rvame Descriptiun ul' Wark Remodel space as per prints includes two new restroans Propcrty Owncr Ecolab Inc. n+r., • a-ae r_ons_ .. _. 7'r.1ephonc u( 651) 293-2307 ApNlicant is: _ Uwncr X Cmrtractoe Caatart tt: (fi51 ) 779-022G Robert CS7Tt Contractur Robert Carr & AssociaLes, Inc. __ Address 6675 State NN %ip 55115 Cily St. Paul '1'clephnnc # (?51 ) 779-077Fi ArcblBngr HiKen, Christensen & W-Ilwain Archil:cxls AAAresc 2 q.?p i? p i? v is . ;p State S54nt 8 211(JF - Registration # 16366 C:itY -! .,.' ,„opol 05., 1?1 Telephone N (612 ) 904-7366 Licensed Vlumb2r installing new BBwer7water service Spri ggs Tne. Pnone tr: ( 651 ) 221+-5616 ? i hcmby apply lor a CuOUneroial 13uilding Pennit attd acknowlcdgc thal lhe inforrttntitin ?s rnmplete anA accurate; that the wotk wtll he in crnNmni:tncc wieh lhr urdinances anA cnde:s of the City of Eagan ttnd lhc Stalc Slalu(.zs; I underSWnA s s nnt a permit, but nnly an appiication for a pcmut, end work is 11t0. 10 starl wi0inut a pcrmit; that tAw,),',- c in acc tm wil lht p provzd plan in the cace of work wfuth requires a rcvicw and appruvnl uf plans. Robcrt A. Carr, YresidCSiC Applicanl's Prinlcd Namc Apnaturc • Arcniler,lurdl Plans (2) 5elti • $VUCtuf81 PI2n5 (2) . Civil Plans (2) . Landscaping Plans (2) . CodeAnalysis (1) " • CertiLrate o( SurvP.y (1) . Spec. lnsp. & Tostlng Schedule (1) ^ . Meter size mus[ be cstaoPrshed . Pro7ectSpecs (1) • Energy Calculauons " (1) • Electnc PoWer & Liqhting Fortn " (1) . Master Exit Plan M • Emer9ency RNSpOrrs'E SdB PIBq (1) . Salsheport M . SACdewnnmaGOn-caII6S1-602-1 Q00 . Fire 5toppmq Submittals DO NOT WRITE BELOW THIS LINE Sub Types D 01 Foundation ? 26 Public Facility ? 30 Accessory Building ? 14 Aparhnents ? 27 Commercial/Industrial ? 32 Ext Alt-Aparhnents ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt-Commercial ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt-Public Facility G 37 Nail Salon Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)* ? 43 Reroof ? 46 Windows/Doors ? 34 ReplaCement 'Demolitfon (Entire Bidg only) - Give PCA handout to appliw nt Valuation lya9s Type of Const /A Width Plan Rev 100% ? 25% _ Occupancy MCES System ? SAC Units Zoning Ciry Water ? N6r. of Units ?- Stories Booster Pump - Nbr. of Bldgs - Sq. Ft. ^ PRV ? Length - Fire Sprinklered Required Inspections _ Footings (new hldg) _ Fueplace _ R.I. _ Air Test _ Final _ Footings(deck) Insularion _ Footings(addition) Shee4ock • Foundation FinaUC.O. _ Drain Tile ? FinallNo C.O. _ Driveway Apron Offier Roof Ice Pr _ Decking _ Insul Final Pool Ftgs Air/Cras Tests Final ? Framing _ _ Siding Stucco Lath Stone Lath Final J i-; 4,-e Cu,H?k _ _ wi,aoWs _ _ Final Cf0 Inspection: Sch edule Fire Marshal to be present. _ Yes _ No A d B T; A/14/• y: { pprove . ------------------- - -- - --- - ------- Planning , Building Inspector ------------ - --------------------- --------------------- -- - ---- - ---------------------- - ----- Base Fee l0 116 . qS Surcharge 61, OD Plan Review SAGMCES SAGCity ? SNV Permit - S/W Surcharge Treatment Plant '- Financial Guarantee --' Treatment Plant (Irrigation) Storm Sewer Trunk --- Park Dedication - Sewer Lateral Sewer Trunk Trail Dedication --' Sheet `- WaterQuality --? WaterLateral WaterTrunk__ Water Supply & Storage (WAC) -J Ofher Total ? 14q03.9`j 2007COMMERCIAL BUILDING rERMuT arrLicaTio-N / 0 ?5 ' jF City Of Eagan GV `? ( / " ul?? 3830 Pilot Knob Road, Eagan Mn 55122 ?- Telephone # 651-675-5675 Plans are considered public information unless you state they are trade secret and why. • Structural Plans (2) sets • Civil Plans (2) . Certificate of Survey (1) • CodeAnalysis (1) " . Praject5pecs (1) • Spec Insp & Testing Schedule (1) " • Soils RepoR (1) . Meter size must be established 1 1 1 b 1 b • SACdetertnination-ca11651-602-1000 • Soils Report (1) • Certificate of Survey (1) • Structural Plans (2) • Architectural Plans (2) se5 • HVAC units req'd. on bldg elev. ! site plan • Civil Plans (2) • Landscaping Plans (2) • CodeAnalysis (1) • Energy CalculaUons (1) • Emergency Response Site Plan (1) • Spec. Insp. & Testing Schedule (1) • ElectricPower&LightingFgrm (1)" • ProjectSpecs (1) . Master Exit Plan '- (1) • SAC determinaGon - call 651-602-1 000 . Fire Stopping Su6mittals . Fire Suppression/Alartn Fortn • ArchitectUral PIanS (2) Sets • CodeMalysis (t) . ProjedSpecs (1) • KeyPlan (1) • Master Exit Plan (1) • EnergyCalculations (1)notalways" . Elec Power & Lighting Form (1) not always" • Meter size must be established-'rf applicable d 1 ..d 1 1 . SAC detertnination - call 651-602-1000 ('all MN Dent nf Healih ai 651-201-4500 £nr details renardinn fnnd .G hwerane nr Indainu Contact Building Inspections to see if it is required and for a sample. *"* Pemut for new building or addition will not be processed without Emergency Response Site Plan. Date Construcdon Cost Site Address ?? "?`?2 ?--7 ? UniUSte # Tenant Name Former Tenant Name ??rP Description o W k ,.` ? Z? m / Property Owner Telep6one # ( ) Applicant is: _ Owner ? Contractor Contact #: 'Z ? Z 2 0 7 Contractor J Address ?2- 77??7 z r51- S ac ??p¢E City ? I State ?QL Zip Telephone # (<I) fp?W' Arct?Engr ? Z p Registration # ? Address 90? City State Zip Telephone # &2) Licensed plumber installing new sewerlwater service: 9 Phone #: I hereby apply for a Commercial Building Permit and aclrnowledge 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 the State of MN Statutes; I unders this is not a pemrit but only an application for a perxnit, and work is not to start without a pernrit; that the work will be in accordance v?hR W4?ase of work which raquires a review and approval of plans. / MAY 0 4 2007 A plicant's Pnnted Name ? plicant s Signat e b I z - 3 ? ?- aa?7 1) DO NOT WRI I'E BELOW THIS LINE Sub Types ? 01 Foundation ? 26 Public Facility ? 30 Accessory Buildmg ? 14 Aparhnents /r, 27 CommerciaUlndustrial ? 32 Ext Alt-Apartments ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt-Commercial ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt-Public Facility ? 37 Nail Salon Work T ypes ? 31 New ?35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move 81dg. ? 42 Demolish (Foundati on) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 Windows/DOOrs ? 34 f2eplacement *DemolitionBUilding -GivePCAhandouttoapplicant (1-G Valuation 0 DO Plan Rev 100% ? 25% SAC Units ^- G - Nbr. of Units 0 Nbr. of Bidgs I Fire Sprinklered ve:s Required Inspections _ Footings (new bldg) _ Fooringe (deck) _ Footings (addition) Foundation Drain Tile _ Dnveway Apron 7ype of Const ::9 ' rJ Width Occupancy F? MCES System Zoning ? City Water Stories Booster Pump Sq. Ft. PRV Length Roof Ice Pr _ Decking _ Insul V/ Framing _ Fueplace _ R.I. _ Air Test _ Final Insularion / Sheeuock ? FinaUC.O. FinaUNo C.O. _ Other Final _ Pool Ftgs Au/Gas Tests Final _ Siding _ Stucco Lath _ Stone Lath _ Final _ Windows Final CIO Inspection:,Schedule Fire Marshal to be present. _ Yes -No Approved By: ?-- Planning Cour-Building Inspector Base Fee Surcharge Plan Review SAC-MCES SAGCity SIW Permit SIW Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water quality Water Supply & Storage (WAC) (o4f • s-o 115 •S?o Financial Guarantee Storm Sewer Trunk Sewer Lateral Street Water Lateral Other Total o?s i8 Sewer Trunk Water Tru nk 12Z.lS ?l 6?b 1) iR 2007 COMMERCIAL BUILDING PERMiT ArrLicATiorr City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 L? ?• b3 G-x-c.e Plans are considered public information unless you state they are trade secret and why. • Sfructurel Plans • Civl Plans (2) • CertiFicateofSurvey (1) • CodeMalysis (i) • ProjeclSpecs (i) . Spec Insp & Testing Schedule (1) " . Soils Report (1) • Meter size must be established ) 1 1 1 1 1 • SAC determination - ca11651-602-1000 sets • CertificateofSurvey (7) • Struclural Plans (Z) • Architedural Plans (2) sets r HVAC units req'd. on hldg elev. / site plan ? Civil Plans (2) Landswping Plans (2) • Code.Cnalysis (7) " • Energy Calwlations (7) " • Emergency Response Sile Plan (7) • Spec. Insp. 8 Testing Schedule (i) " • EleIXricPower&L'ghtlngForm' (1) " • Projec[Specs (i) • Master Exit Plan (1) • SAC determinaLOn - wll 65 7-6024 000 • Fire Stopping Submittals • Fire Suppression/Alarm Form • Architedural Plans (2) sets • CodeAnalysis (1) ^ • ProjectSpecs (7) • Key Plan (1) • Masler Exii Plan (1) • Energy Calculations (1) not always" • Elec. Power & Lightin9 Form (1) not always'" . Meter slze must 6e establi5hed-if applica6le 1 1 .? J 1 SAC determination - call 657-602-1000 Call MN Dept o£Realth at 651-2014500 for details regarding food & bevenge or loagmg tacumes. " Contact Building Inspec[ions m see if it is required and for a sample. *' * Permit for new building or addition will not be processed without Emergency Response Site Plan. Date /. -PM-7 ConstructionCostT Site Address r'U2- G? ? ?? UniV S[e # Tenant Name e'ro I a b / Former Tenant Name 9 t DJa r'J Description of Work dtC?I"1 o +') AgA I Ov+ . r PropertyOwner rro 10,6 Telephone#( ) Applicantis: , Owner _xContractor Contact#: ((?( ) 3q/- 7a0 `"I Contractor rj Address 2a 7'7 W PS'?- 11 ? 'r !i2 Su ;'k .7&Ll ity;?G S.C' C/i lfX State `J Zip 7?, Telephone # Arch/Engr l 2 (!gLgA 6Pf ,gj 1,4j? Registration ti 6066(? (P Address qo ( a? City ? rnnYq?o ? i 5 State /n ii) o U Zip 55?Z C)? Telephoue #((?(?_) t/S-5-' Licensed plumber fnsWlling new sewerlwater service: Phone #: ?) I hereby apply for a Commercial Building Permit and acknowledge that the information is complete ana acwrate; mat me worrc wv oe m conFormance with the ordinances and codes of the City of Eagan and the State of MN Statutes; 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 wtt??hh?? th e_aQ o ed p1 ?ra11 e of work which requires a review and approval of plans. I?'( ???J T- ?I J`- ? ,- ZOD7 -,?q SU v-\ AnZeT$ v K D?At/yt _. '1 Applicant's Printed Name pplicant's Signature DO NOT WRITE BELOW THIS LINE Sub Types ? 01 Foundation ? 26 Public Facility ? 30 Accessory Building ? 14 Apartments 9"27 CommerciaVind ustrial ? 32 Ext Alt Apartments p 15 Lodging ? 28 Greenhouse ? 34 FxtAlt-Commercial 0 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt-Public Facility ? 37 Nail Salon W ork Types ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair 8'33 Alteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 WindowslDoors ? 34 Replacement `Demolition 8uilding - Give PCA handout to applicant OO A ?-y Valuation Type of Const I _ Width Plan Rev 100% ?25% _ Occupancy .215 MCES System SAC lJnits -?' Zoning ? City Water ? Nbr. of Units Stories --r Booster Pump Nbr. of Bldgs Sq. Ft, -r' PRV !- Fire Sprinkiered vjc$ Length --? " Required Inspections _ Fooiings (new bldg) _ Fireplace _ R.I. _ Air Test _ Final _ Footings (deck) _ Insulation _ Footings(addition) _ Sheetrock Foundation mallC.O. Drain Tile v?4nal/No C.O. _ Driveway Apron _ Other Roof Ice Pr - Decking _ Insul _ Final _ Pool Ftgs Air/Gas Tests Final Framing _ Siding _ Stucco Lath _ Stone Lath _ Final Windows Final CIO Inspection: Schedule Fire Marshal to be present. _ Yes Y No ? k L Approved By: < Ptanning + E , B uilding Inspector Base Fee Sumharge Plan Review SAC-MCES SAGCiry SNV Permit SNV Surcharge Treatment Plant Treatrnent Plant (Irrigation) Park Dedication Trail Dedication Water Quality Water Supply 8 Storage (WAC) 3g3,50 11.sd ai9:28 Financial Guarantee Storm Sewer Tnmk Sewer Lateral Street Water Lateral Other Total . j 1jLIA11 2g Sewer Trunk Water Trunk 04I21J2008 00:07 5072814209 SCHWICKERTS PA6E 02 ' .' ? Clt, 0f EaiaIl 3830 Piiot Knob Road Eagan NAN 55122 Phone:(651)675-5675 Fax;(65t)875-5694 i ----------------- i ? Pertn44! ? ??(!? ?ClJ i , Permit Fee: -7 ? i U o QR titi ; oate Received: ' F i stan: J y'- O? 20D8 COMMERCIAL BUfLDING PERMIT APPUCATION 6on ?t /, oate: 417i108 s?Add, : (PS5 l.orc oo.k on- waMy E _ ranam Hame: Ec.o u6 (r.nam is: _ rieW i?c ewsnng) suns a: PROPERTY dWNEfi Name: rrt? LAb PhOne: 651--795--sIgI , 11NS?16'f Address / GiA' / Zip: 3 7a ? DA5na? ?'J? IV. ? PQIIA f ? /Ippi1C2ntiS: _OMRI@r x COnIfBC[of TYPE OF WORK Descriptron W work: 1".2.- roof gidlk1no E ConSlruclian GW: .20 il4,2U•w CONTRACTOR r+ame: J?-I?IJIL?G ?- (pMpfA4 uceroeDC°5 196 nadress 37b? Com ial r S CGI/ ?7- ??/- city: RpckLsk1" sm,a: ?....? .. , rp: SS Phone: 501, &F" 0k1A Contad Person: K PS IC s0?1 T1SOfI ARCMRECT / Nama: S0A-)e o`S (0114rA00`r Reglstrauon #: ENGINEER Address: cm: S?? Zip: Pharte: ContaCt PeBOn: Licenaed plumbsr irkstallinq new sewerlwater serWce: PtioM Moo ?d 4ippWft ddClNlilMlb U19f Jr01! 1tIWI1l?? b?19 6AIMk?6Itl?d ?1C pYbdC MfORlt?0/1• 1b1tkIb bf ffM NMOVI1MUArf flMr IM Cuma6A 168 fiOt-v? ffyou pmwm qwft M"b1$'Mklf WGI/ld Pd111i8' f11Q CHy r0 I hereby acknuvrledpe that this into'matbn Is complete and BCa.ate; tha! ihe wvrk witl ba M oonAormarica wMi the ardmaraes and Cotles M ihe City oF Eapan; that I understand thls is not a Wmri, but only an dpplbatbn iw a peanit, wM war)c Is nM lo start wilhaR e permik Neat Me woAC wiN be in actordance wMh Ma approved pian in the case ot warlc which reqWm e review arq approval 01 plan6 x )<er k o1'tr?sor'1 ApPlicant's Printed Nema npaRc.? new.e Page i of 3 04/21/2008 00:07 5072814269 SCHWICKERTS PAGE 03 ? pQ NOT WRITE BELOW TNIS UNE SUB Q TYPES: Founlletron ? Public Fscilny ? Acaeaawy BuIldNig ? qpartmenb ? Commarclal! Induslrlel QEAt- A1bre11omAPSrhnsnts ? Lodping ? arosnna+se ?5' Ext. Al[entlonCommadsi ? IMecslfansous ? Mtennas ? Fxt. Alqreda?Pu611c FadIttY p rqx Sabn WORK TYPES: ? New ? InxfwImprovansnt ? 8ldiny CI DsmoNsh BuNdlng' C7 Addidon C] More Bu1MU+9 ? Reraof ? Damalsh hRalor ? Altaratbn ? Flra Repah ? DenaHsh Fouridatlon p poWaamne„1 ? Vnndaws O waur o.mspe • DemWlMlon (aN1m UuMe8) -9iw PCl1 AaMdoW /o IippllCaM DESCRIPTION: ? OccupancY Valustlon aQj s? ? MCE8 8Yslwn - , wen nrview coos Eonan swc unns - (25%100%? Zoning '?- cilYwow Cenws Cooe eooster Pump # ot Umts r? Squsro Feel PRV s m ewwupys LMnpth Type of Const ? WIdM ? iiECU1REQ M?SP?C'i10N3 Footln4s ( new Eb9) Shaslrack YatK SW: ? ioodngs(dack) ? F ltl flmiUC.O. --linaUNO C.O. on) ootinga (sidd ? FcundsNon HYAC ? DroM Tlls Otlwr: ROOf: _ Oedciny _ InsuMion F&rel _ M,elWater Pool: _FOOUngs _Air/Gas Tests __Flnal - Fmnbv Sldln9: ___Slucoo Lath _Stona LeM _Bridc ? FlrepIBOa:_R.1. ____Alr Test _Final 1Nindewr8 Insuletbn Relafning Walt '! N Y o es Flnal C10 InspecUon' Schedule Fira Marshal to be preserrt. _„_., Reviewed BY: 1?11ker L. , Building InePeda Revlewed BY: . Planning COMMERCIAL FEES: esse Fee Surcharge Plan Revi9w SAG-MCES SAC•City SJW Permit S/W Surcharge Treatment Plant TreatmeM Plant (lrrigation) Park Oedicafian Trail Dedication Water Quality water Suipy &. Stwage (WAC) 1 ??7U RnanCial GuarBMee Storm Sewer Trunk Sewer Lateral 5heet Water Laterat Other 7otal 5ewerT?unk Water Trurdc Page 2 of 3 ?----------------- ? Permit#: ?? ? ? j i Permit Fee: /,? I ? I Date Received: I ? j Staff. I ?-----------------I 2008 COMMERCIAL BUILDING PERMIT APPLICATION Date: 5'-15'-C)S Site Address: 65$' 4o;,e CIX k Qr i v¢. _ Tenant Name: EC b /a 6 (Tenant is: _ New /)4C- 6cisting) Suite #: PROPERTY OWNER Name: &C0 a6 Phone: G? ^7YS 3"er Z-' Address/ City /Zip: 90?7 Lone Cak nrtv@ Applicant is: _ Owner ? Contractor TYPE OF WORK Description of work: P+emco?C.' ( Construction Cosk I a 6.0,1 ?l TL CONTRACTOR Name:/tilotl, (ar Zn'kr?ov an4(ruLh6w SarvKEjjcense Address: (722, 7'ervtqcte QrtVG City: R ose V i I Ie- _ state: MP _ zip: S'S11 ? Phone: C.,SI ^ 74 7-R2?] 3 Contact Person: C-Art 5Te'i VfiE! ARCHITECT! Name: 62 (-,hovfl Registration#: ENGINEER Address: gp 1XAby.?,1 3Vy) STK°el- City: /-i ?:? h_ano ? I5 State: /4&) Zip: 5?54q6l Phone: GIZ.• qS-'i -31OV ContactPerson: S"POn G/'bbor,s Licensed plumber installing new sewer/water service: Phone #: NOTE: Pla»s and suppoiting docuinents;tlfat yousubniit;are consid`ered=to 6epUbLc infontiafron: Portions:of`? the'information?rriaybe cla§sified'asnon public;if you jirowde'specific reasons that w"ould permitfhe-Ciryfo"- ' -concliiile tiiat.the `'are,frade'secrets'. I hereby acknowledge that this information is complete and accurate; that the work will 6e 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 permi6 and work is not to staK 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 ChYiS??nl,ev- ?ex?v-- x ?...? ? ?- Applicant's Pri ted Name ??,a ?l ApplicanYs i ure R.MM ?`? 1 5 2008 ? Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES: ? Foundation O Apartments O Lodging ? Miscellaneous WORK TYPES: ? New ? Addition ? Alteration ? Replacement ? Public Facility ? Commercial/Industrial O Greenhouse ? Antennae )z Interior Improvement ? Move Bullding DESCRIPTION: Valuation ? ,'7 DOO Occupancy Plan Review ? Code Edition (25%_ 100% Zoning Census Code Stories # of Units v Square Feet # of Buildings ? Length Type of Const. Width O Accessory Building ? Ext. Alteration-Apartments ? Ext. Alteration-Commercfal ? Ext. Alteratlon-Public Facility ? Nail Salon ? Siding 0 Demolish Building* ? Reroof ? Demolish Interior ? Fire Repair ? Demolish Foundation ? Windows ? Water Damage ' Demolition (entfre building) - give PCA handout to applicant ? gj MCES System S06fi SAC Units ? ? City Water ? Booster Pump PRV Fire Sprinklers REQUIRED INSPECTIONS Footings (new bldg) Sheetrock . Footings(deck) FiriallC.O.• ' _ Footings (addition) ? Final/No C.O. Foundation ? HVAC Drain Tile Other: Roof: _ DeGcing _ Insulation _ Final _ Ice/Water Pool: _Footings _AidGas Tests Final Freming • Siding: _Stucco Lath _Stone Lath _Brick Fireplace:_R.I. _AirTest _Final Windows Insulation Retaining Wall / Final C/O Inspection: Schedule Fire Marshal to be present. _ Yes ' No. Reviewed By: CAM(/ .Building Inspector Reviewed Sy: Planning COMMERCIAL FEES: Base Fee Surcharge Plan Review SAC-MCES SAGCity S/W Permit S/W Surcharge Treatment Plant Treatment Plant (Ir(gation) Park Dedication Trail Dedication W ater Quality Water Supply 8 Storage (WAC) .342 . &e l8 • S'u 352,30 Financial Guarantee Storm Sewer Trunk Sewer Lateral Street Water Lateral Other Total 9/2 • BO Sewer Trunk Water Trunk Page 2 of 3 Pemut #: ? V-7qj / VVE Receipt Date: 0 J ` 2?t -?'y-O?? CITY OF EAGAN 2005 SEWER AND WATER CONNECTION AND AVAILABILITY CHARGES EXISTING COMMERCIAL PROPERTY Address ? 5S L_?) q c' o N Property Owner E G O 11?' 1D '?S ?? Q •? Telephone #: (9 S ? -a S I - L41. b?J Plumber S' Date of Inquiry: ? I a?S I. ? S ContactName: OFFICE USE ONLY PRV required N ? R-O-W Permit: City County Unpaid Permit Fees City Financed S" Sewer Service Lateral charge @ $26.70/ff Trunk @ $2,235/acre City SAC @ $100/unit MCES SAC @ $1,450/unit Receipt # , Date _ Septic abandonment Permit Fee ?+ State Surcharge r4? W a Q ?? o Total ? 00 Number o Water 6" Water Service $ 2.506.00 ?. Lateral chazge @ $33.95/ff / Trunk @ $2,350/acre T? Water supply & storage @ $3,705/acre C.? Treatment pldnt @ $612/SAC unit •? PertnitFee ? 50.00 50.00 State Surcharge \ .50 50.00 ? .50 S g o, d Total ? Separate plumbing permit required ? Sewerand 8" Sewer Service fi','Water Servioe Seweflateral chazge @ $26.70/ff Water lateral charge @ S33.95/ff Sewer trunk @ $2,235[acre Water trunk @ $2,350/ City SAC @ $100/ tt MCES SAC , 1,450/unit ,Rece , Date Water supply & storage @ $3,705/acre Treatment plant @ $612/SAC unit Sepric abandonment Pertnit Fee State Surcharge Total Separate plumbing pemut required units ts determined by the $ 1,497.00 2,SOb.A 50.00-?, 100.00 .50 $ Environmental cc: Cazolyn Krech, Finance Department 2008 COMMERCIAL PLUMBING PERMIT i-. .--,.-r_------------, i Foe or?? us? i _ ? Permit k: V v? I ? 4 ffc.,-r? j Permi[ Fee: ? 2 I ? Date Received: 061 Z?' I (?w i ? Staff: IC.J ? -----------------I APPLICATION Date: rJ --Za- OV Site Address: ?? 5 ?bc?n LL? K T)Y. ? 4C.c,.ri ' (Y)N 7enant: F(" O Ia, b Suite #: 7t &nl7 Y P Name: C.Lb Phone: OWNER CONTRACTOR Name: ?lm Prn AQ`nn, INC• License#: Address:q?J/0 tl.fti-I-3':LO ?Yrliel bf.City: 1-?2 State :h']iu Zii Phone: 103-7810. 17Qnc? ContactPerson: 'iC_ TYPE OF New ? Replacement _ Repair _ Rebuild _ Modify Space - _ Work in R.O.W. WORK / Uescription of work:AT PI/Sh LdweS Y'e ?a?C C?r?n([- µrrr-c.iri r? (c.c.? Kct{? PERMIT TYPE COMMERCIAL New Construction Modify Space 4 _ Irrigation System (_ yes 1 no) (_ RPZ ) B • Rain sensors required on rrigation systems • Avg. GPM _(2" turbo required unless smallei size allowed by Public Works) Meters Call (651) 675-5646 to veriry that tests passed pnor to pickina uo meter. Domestic: Size & Type Fire: Size & Price 3!4" meter 783.00 Avg. GPM High demand devices? _Yes )(No Flushometers Yes No PRV Required _Yes )LNo COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR contract Vaiue $ x 1°k Permit Fee Required on ALL new buildings and boulevard irrigatlon systems ?= 5 Radio Meter Read -;f Permd Fae is less than $1,000, surcharge is $.50 = 3 ^Aeter(s) - If Parmit Fee is >$1,000. surcharge increases by $ 50 for each $1,000 $1,000 Permit Fee (i.e. a$1,001-$2,000 Permit Fee requires a$7.00 surcharge). _$ State Surcharge Following fees apply when installing a new lawn irrigation system. $ water Permit Call the Ciry's Engineering Department, (651) 675-5646, for required fee amoun[s. $ Trea}ment Plart $ Water Supply & Storage $ State Surcharge TOTAL FEES I hereby acknowledge Ihat this inbrmation is complete and acw2te, that ihe wodc will be in conforrnance wrth the ortlmances antl cotles oi lne crty rn cagaq ma[ i unoersiano mis is not a pertnit, hut only an apphcabon lor a permit, and work is not to start wtlhout a permM1, tha[ the work will be in accortlance with ihe approved plan in the case of work which reqmres a review and approval 01 plans. X &\ C h Kc?pp X !/t . .. . ^ . _ . •--"---•'- ..:---...__ ? ? iappncanc s rnmea name -FOR OFFICE USEApproved By: ` / Date: ? Required Inspections: : Under Ground Rough-In Air Test Gas Test final ` Paqe 1 of 3 My Of?apn 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 ? Fw4lfic?.4lsa ---------i I I Permit 7f: / o I j Permit Fee: ??' • S v j ? Date Received:60' LYp - oV ? i i ? StaH: ? -----------------? 2008 COMMERCIAL PLUMBING PERMIT APPLICATION Date: 6/ 23 / 08 7enant: Ecolab Suite #: PROPERTY Name: Ecolab Phone: OWNER CONTRACTOR Name: Spriggs Plumbing & Heating Co., IpEenSeg: 063029-PM Address: 124 Eva Street City: St Paul State : Mn Zip: 55107 Phone: 651-224-5616 Contact Person: Mike Lenahan TYPE OF -New -Replacement _ Repair _ Rebuild _ Modify Space -Work in R.O.W. WORK Descriptionotwork: Test 13 RPZ & rebuilt 2 RPZ PERMIT TYPE COMMERCIAL _ New Construction _ Modify Space _ Irrigatlon System (_ yes /_ no) (_ RPZ PVB) • Rain sensors required on irrigation systems • Avg. GPM _(2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: Size & Price 3/4" meter 1 .00 Avg. GPM High demand devices? _Yes _No Flushometers _Yes _NO PRV Required _Yes _No COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR Con[ractVa1ue S 300.00 x 1% _$ 50.00 permitFee Required on ALL new buildings and boulevard irrigation systems ?_$ Radio Meter Read - If Permit F?e is less than E7,000, surcharge is $50 =$ Meter(s) - If Permit Fee is >$1,000, surcharge increases by $.50 for each $7,000 $1,000 Pertni[ Fee (i.e. a$7,001-$2,000 Permit Fee requires a$7.00 surcharge). _$ .50 State Surcharge Following fees apply wMen Installing a new lawn ircigation system. $ Water Permit Call the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Piant $ Water Supply & Storage $ State Surcharge TOTAL FEES; 50.50 I hereby azknovAedge Ihat [his iniormaLOn is complete and accurate; that Ihe work will 6e in coniormance with the ordinances and cotles of ihe City of Eagan; that I understand ihis is not a pertnit, but only an apdication for a permit, and woitc is not ro stan without a permit; lhat the work will be in accortlan xith the approved plan m t casa of work which requires a renew antl approval of plans L ? x Michael R. Lenahan- President AppllcanYs Printed Name FOR OFFICE USE Approved By: Ground SiteAddress: 655 Lone Oak Drive Test Gas Test Date: Page 1 of 3 411? City of EapIl 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 ? --:----Q----------? I Permit#: LL O???So`-' I , ??1? ? ? Pertnit Fee: l_7v "? ?/ j ? Dale Received: ? Staff: ? _________________? 2008 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: 6- 11 - C) SS Site Address: (05 S Ztyf? 69X_br Tenant Pet) - LA--) #:114 PROPERTY OWNER Name: Phone: Address / Ciry / Zip: Applicant is: _ Owner _ Contractor TYPE OF WORK Description of work: (,oU. t ?{1.ee,,? C:(. (,c.4i -tz> /Rmp,," ConstructionCost: ?;00• / Estimated Completion Date: lo- 13'08' CONTRACTOR Name:??4IY2, OteP?-,n License#: 0-4)ly Address:?j?i%o? W. -k-lUUnO L..A. F.-[7/-?f7 Ciry: lK/I.OLQin wa XO Statel, V`) 2ip. Z- Phone: (PJ r 3ro - ? I YqContact Person: 6 FIRE PERMIT TYPE WORK TYPE X Sprinkler System (#i of heads iv J New Fire Pump _Additian ? Alterations Standpipe - Remodel Other: Other: DESCRIPTION OF WORK: ? Commercial _ Residential _ Educational FEES $50.50 Minimum (includes State Surcharge) OR Contract Value $ ?Sbf7 •? x 7°ia S? _ $ ?Q Permit Fee - If Permit Fee is less than $1,000, surcharge is $.50. ` 0 - If Permit Fee is >$7,000, surcharge mcreases by $.SO tor each State SurCharge =$ n v $1,000 Pertnit Fee (i.e. a$1,001-$2.000 Permd Fee requires a$1 .00 surcharge). $ TOTALFEE 3/4" Displacement Fire Meter -$183.00 $ Fire Meter ? $ SO. 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 pertnit and acknowledge that the intortnation is complete and accurate; that the work vnll be m conformance with the ordinances and codes of ihe Ciry oi Eagan and with the Minnascta Building/Fire Codes; that I understand this is not a permit, but only an application for a pertniL and work is not to start without a permit; that the work will be in accordance with the approved plan in the case oi vrork which requires a review and approval of plans. X-R , O lsb r. x? ApplicanYs Printed Name ApplicanYs Signature r FOR OFFICE USE REOUIRED INSPECTIONS . - - ? ' . . - ::? .. . . . ?.. . : , , ,,; . .. , Hydroshatic ? - ? - Tlow Alarm Drain Test - „? Rough, In . :.. ' - - - .. _. .. ,. . ... . .. . -. - .t u, -. . .. , ,. ? _ Trip Pump Test ? Central Station - ? - ? - Final :: . . : ? __ : : - Conditions of Issuance: . . . _: _ ,. . . . . .. . . . Permit Reviewed b c . . . . : .. . ? .. Date : . "??? .. . .. . .: . -- /"?! ??O ? : ' y .. ?IW3 v 2007 COMMERCIAL MECHANICAL pExMiT arrLicATioN City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete I'uc commcrciaVindustrial buildings multi-familv buildines when scnarate oemiits are not remtired for each dwellinR unit ,%a /a787 F"ee ?* ZZZ Date V / // / 0 7 5ite Stree[ Address (o ?? LOhp 04 U n i t #4"q?_ 'er - _Y* Tenant Name (ifappGcable) Eola Previous Tenant Name C ru?/ ?cetc a q PropertyOwner Gcdla Telephone#( ?cS/ ) 7195- 37QO f? Contractor nX /ikr 0 Street Address Z31 tY "y // S State Zip J`r y/ Telephone# ( 61Z) 7?/ -?ZSQ Bond #: ry'?L G p p Expires: /700 ? The Applicant is _ Owner X Contractor _ Other Work Type _ New Construction lnterior lmprovement _ Ins[all Piping _ Processed _ Gas Under/Above ground Tank lnstall Remove When installing/removing tank(s), cail for inspection by Fire Marshal and Plumbing Inspector Natureof Work: ?'- PePmit F¢¢S $70.50 Underground iank mstallanoNremovul N 550.50 Minimum (mcludes State Surcharge) or ContractValue $ ZZ?/,SO x 1% _ $ 22/. .SO PermitFee $ e .JO StateSurcharge To calculate surcharge ?? If Permit Fee is less [han $1,000, surcharge is 50 cen[s. If Pennit Fee is > 51,000, suroharge inereases by $.50 000 Permit 001 •$2 000 Pemiit Fee (i e a$1 I'or cach $1 ?? 007 " , . . . , ree rcquires a $ 1.00 surcharge). 1 I 2 IJiAY ' $ 222 . 00 Total Fee 1 hereby acknowledge that this informa[ion is complete and accurate; that the work will be in conformanee with the ordinances and codes of the City of Eagan and with the Mechanical Codes, tha[ I undersland this is not a permit, but only an applica[ion for a permit, and work is not [o start without a permit; tha[ the work will be in aecordanee with the approved plan in Che case of work which requires a review and approval of plans. 'yn Ap'plicant's Printed Name Appraved By: _!J 1- 3f2-/-CJ`/ , Inspector )or Required inspections: _ U.G. _V/R.L _ Air Tes[ _ Gas Service Test - Infloor Heat _ Final 'I ?g3 2005 FII2E SUPPRESSION SYSTEMS PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Raad, Eagan Mn 55122 Telephone # 651-675-5675 Fax # 651-675-5694 Requirements' 2 complete sets of drawings and specifications cut sheets on materials and comoonents to be used 50- ?50 Date5- /-a -/ 07 Site Address: 64S ? _ i?n 30 - Tenant / Building Name: Eco 144'j ? Ui E The Applicant is: _ Owner ? Contractor _ Other PROPERTY OWNER Address: City: State: Zip: CONTRACTOR `1'N'r-2?`b 6-n MN License C.L/ Address: n n ,4ztj? City: State: MAD Zip: Phone #: 4.5-1 ESTIMATED COMPLETION DATE: FIRE PERMIT TYPE: _ Sprinkler System (# of heads Fire Pump _ Standpipe Other: WORK TYPE: New Addition Alterations Remodel Other. DESCRIPTION OF WORK: ? Commercial _ Residential _ Educational _ Other: dzV14 o./ ay-& I'"Q ipi !'l p? ?a /-<-2- ?. Please continue on reverse side PERMIT FEE: $50.50 Minimum Fee (includes State Surcharge) Contract Value $ x .01 • If Permit Fee is $1,000 or less, add $.50 => If Permit Fee is over $1,000, add $.50 per $1.000 Permit Fee 3/4" Displacement Fire Meter - $161.00 TOTAL FEE: _ $ 5 0 . ? Permit Fee $ sT State Surchazge $ $ I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a pemut; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. k) ()LsC'S?? ? 010t? Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE City of Eapn ma TO: DALE SCHOEPPNER, CHIEF BUILDING OFFICIAL DALE WEGLEITNER, FII2E MARSHAL PAUL OLSON, SUPERINTENDENT OF PARKS 114IIa RIDLEY, SEIVIOR PLANNER CAROL TUMIlVI, UTIIdTY BII.LING CLERK TIM PAHR, ENGINEERING TECHiVICIAN LEON WEILAND, CONSTRUCTION INSPECTOR TOM COLBERT, PUBLIC WORKS DIItECTOR JOHN GORDER, DEVELOPMENT/DESIGN ENGINEER TOM STRiJVE, SUPERINTENDENT OF STREETS & EQUIPMENT PAUL HEUER, SYSTEMS ANALYST ERIC MACBETH, WATER RESOURCE COORDINATOR MARK ANDERSON, ELECTRICAL INSPECTOR SCOTT PETERSON, PLUMBING INSPECTOR CRAIG NOVACZYK, SEIVIOR INSPECTOR MIIZE LENCE, SEIVIOR INSPECTOR FROM: TERRY ZELENKA, COMBINATION INSPECTOR DATE: JUNE 27, 2005 SUBJECT: FINAL INSPECTION FOR ECOLAB 655 LONE OAK DRIVE LEGAL: LOT 1, BLOCK 1, CRAY 2ND The Protective Inspections Division will be performing a final inspection at 655 Lone Oak Drive on July 18, 2005. If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. Failure to return the hold request form will be considered your approval. The person, or department, requesting the hold is responsible for notifying and resolving any problems with the affected parties. 2005 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Date 6-7 / 19 / 0 5 Site Address i?5_5 L 0C a l? )0f • Unit # Tenant Name ? c-o L_ u y Former Tenant Name Property Owner t- ( 0 L Q y _ Telephone # 7 ( ) Harris Mechanical Services Contractor - 909 Montreal Circle Address St. Yaul, MN 55102 C'ty State Telephone #((03 I) (a o a- 6 5 71 License # Expires: The Applicant is _ Owner _,)C Conhactor _ Other Work Type New Bldg _ Modify Tenant Space /V RPZ PVB New _ Repau/Rebuild _ Replace _ Irrigation system Work within public right of-way/easemen[ _ Yes _ No Rain sensors are re uired on irri aUOn s stems Description of Work i-?15 ?U // k °-T 3 R P t? S 7o inquire if Pressure Reducing Valve is reqwred on new service, ca11 651-67 5-5 64 6 Meters - Call 651-675-5300 to verify that hydrostatic, conductivity, and bacteria tests passed prior to oickine uo meter. Irrigation Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Fire Size & Price 3/4" displacement $161.00 Domesric Size & Type Avg GPM Includes high demand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) Contract Value $ ? 60 . U(/ X l% = $ .J Q. U G pemiit Fee $ Meter(s) Required on all new buildings & boulevazd irrigazion svstems $ Radio Meter Read I£ permit fee is $1,000 ar les&, surcharge is $.50 $ •? V St3tC $i1LCh3i$C If permi[ fee is over $1,000, surcharge is $SO per $1,000 of [he Permit Fee Following tees apply only when installing new irrigation system $ Water Pemrit Call Jerty Wobschatl at 651-675-5024 for required fee amounts $ Treahnent Plant $ Water Supply & Stomge $ State Succharge ---------------------------------------------------- - -- $ 5-U • S U Total Fee I hereby apply for a Commercial Plumbing Permit and acknowledge mat me mionnanon is compiete ano accurnie; mzu ulr wom will u- 1u con£ormance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; that I understand this is not a permit, but only an applicarion for a pemvt, and work is not to start without a permit; that the work will be in accordance wi[h the approved plan in the case of work which requires a review and approval of plans. CI'CX7A ?\ 7-i9-0Y ApplicanYs Printed Name ApplicanYs Signatu e CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. _ Air Test _ Gas Test _ Rough In Final PLANS SUBMITTED APPROVED BY: -W '7 ' ?7?0 -?_gUILDING INSPECTOR General Information • Radio Meter Read (requued on all new buildings & boulevard irrigation systems- $141.00 • RPZ's must be tested every yeaz and re6uilt every five years. Test resulu should be mailed to Paul Heuer at the City of Eagan. • A minimum fee pemiit per address is required for the following RPZ's: new, rebuild, re air, remove. • Water meters include copper hom/strainer, remote wire, and touch-pad meter. METERS REOUIItING 4-HOUR ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE ? 1-20 5/8" residenual $125.00 4-120 I-1/2" iirigation syst $ 735.00 displacement sm commercial turbine*• Public Works maximum continuous must approve 10 meter size 2-30 3/4" lawn irrigation $161.00 4-160 2" hubine lg irrigation syst $ 931 00 maximum displacement residential & . continuous sm commercia] production lines 15 3-SO 1" displacement very ]g res $296.00 1/4 to 160 2" compound bldgs over $ 1,849.00 bldg to 24 units 65 units maXunum sm commercial & continuous & lg comm bldgs 25 irri arion s stems 5-100 1-1/2" bldgs 25-64 units $429.00 maximum displacement gz contumous most comm bldgs 50 N'IETERS REOLIIItING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very Ig irrigation $1,182.00 6-500 4" compound +300 unit bldgs & $3,563.00 syst & production very lg comm bldgs lines 112-320 3" compound +200 unit bldgs $2,282.00 10-1000 6" compaund +400 unit bldgs $6,076.00 very !g comm bldgs very Ig comm bldgs 15-1000 4" turbine verylg irrigation $2,226.00 syst & production lines Commen ts To schedule inspecrion of the inside water line and backflow preventer, ca11651-675-5675. To arrange for water tum-on, ca11 65 1-675-5300. cc: Maintenance Division Clerical Technician 7anuary 2005 _,/j1 ? 2005 COMMERCIAL PLUMBING PERMIT APPLICATION 1j?lY??/'t? CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 vate O?_ Site Address ?n T? L ah e p?- Unit # Tenant Name ? Co l 4 b Former Tenant Name c ° I? b ? Property Owner - Telephone #( ) Contractor Harris Mechanical Services Address 909 Montreal Circle City State _ St. Paul, MN 55102 p Telephone #( ) License # es: The App6cant is _ Owner -,X Contractor _ Other Work Type New Bldg _ Modify Tenant Space RPZ PVB New Repair/Rehuild _ Replace _ Irrigation system Work within public right of-way/easement _ Y es _ No Rain sensors are re uired on irri ation s stems Description of Work T h 51k 11 4- 45-S? 2 I` p-,;" S To inquire if Ressure Reducmg Valve is required on new service, call 651-675-5646 Meters - Call 651-675-5300 to veri£y [hat hydrostatic, conductivity, and bacteria tests passed prior to pickine u o meter. Irrigation Size & T}pe Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Fire Size & Price 3!4" displacement $161.00 Domestic Size & Type Avg GPM Includes higL demand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) Contract Value $ .27 Se x 1% _ $ ?0 , 0? Permit Fee $ Meter(s) Required on all new buildings & boulevazd irrieation svstems $ Radio Meter Read If permit fee is $1,000 or less, surcharge is $.50 $ ? 5_V St3t0 Su7ChaTg¢ If permit fee is over $1,000, surcharge is $.50 per $1,000 of t6e Permit Fee - ----Y--- -----'? V Following fees apply only when iostalling oew irrigation system -?---?- $?? ?-- Water Permit Call Serry Wobschall at 651-675-5024 for required fee amounts $ TreaunentPlant $ Water Supply & Stocage $ State Surchazge -------------------------------------------------------------------------------------- ------------------ ---- $ ? a • s0 Total Fee I hereby apply for a Commercial Plumbing Pemtit and acknowledge that the information is complete a conformance with the ordinances and codes of the City of Eagan and wi[h [he Plumbing Codes; that I unde application for a permit, and work is not to start without a permit; that the work will be in accordance with which requires a review and approval of plans. _„ I ` [frd[ ,t?el;l'voil' be in not a'?per?it?,-`bu ly an I nlan in the.case? work - ? 1?? (k cI QYz'avi ? Applican4s Printed Name Applicanfs Signature 6qSSy 2005 COMMERCIAI. PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 ..?Sr?,so Date 4 / /.5 / C!5 ,!} Site Address 6 5Jr ?axr. d" Unit # Tenant Name Former Tenant Name Praperty Owner Teiephone # ( ) Contractor 00?? nddress 7 3.'d att., no City State • /yvr ? Zip Telephone # ( ?6,J) Y1 Z/ ' C? le v ?e License #_ c? +? Q 8' 7y1 Expires: 1d 1 D The Applicant is _ (5wner Contrac[or _ Other Work Type New Bldg odify Tenant Space RPZ PVB New Repair/Rcbuild _ Replace _ Irrigation syst m Work within public right of-way/easement _ Yes _ No Rain sensors are re uired on irriation s stems Deacription of Work U?'A, F?? ?/¢ ?//?ypt E7/GG-di'C?? To inquire itRessure Reducing Valve is required on new service, call 651fi75-3646 M0t¢rs - Call 651-675-5300 to venfy that hydrostatic, conductiviTy, and bac[eria tests passed prior to oickine uo meter. Irrigation Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Fire Size & Price 3/4" disolacement $161 00 Domestic Size & Type Avg GPM Includes high demand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fce $50.50 minimum (includes Stete Surcha[ge) Contrad Value $)T. D Z0, d O x 1% _$ ??. 0 0 Permit Fee - $ Meter(s) Requ'ved on all new buildings & boulevard 'unealion svstems $ RadiO Meter Read If pemvt fce is $1,000 or lesa, eurcharge is $.50 $ JC) State Surcharge V permit fee is over $1,000, surchsrge Is $.50 per $1,000 af the Pemit Fee ----------- - ----------- Following fees appty only whce installing new irrigation system Y$ Water Pemtit Call Jerry Wobschall at 651675-5024 for requ'ved fee amounts $ Treatrnent Plant $ Water Supply & Storage $ State Surcharge --------------------------------------------------------- ---------------------------------------------------------------------------------------------- I $ ? _5'L%5d Total Fee I hereby appty for a Commercial Plumbing Pemut and aclmowledge ihat the infoimation is complete and aa confoimance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; that I understand applicaUon for a peimit, and work is not to staR without a pcimit; ffiat the work will be in a rdance with e aF which requires a review and approval of plans. ?,..? L-.Qrr,y ?. drefo.h Applicant's Pdnted Name ppli Agaturt I Pt?nuip. tl? CITY USE ONLY ? REQUIItED INSPECTIONS: 0 U.G. X Air Test _ Gas Tes[ Q Rough In _-,)r Final PLAIVS SUBNIITTED APPROVED BY: BUILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings & boulevazd 'urigation systems- $141.00 . RPZ's must be tested every year and rebuilt every five years. Test results should be mailed to Paul Heuer at the Ciry of Eagan. • A minimum fee permi[ per address is required for the following RPZ's: new, rebuild, repair, remove. • Water meters include copper hom/sVainer, remo[e wire, and touch-pad meter. METERS RE UII2ING 4-HOUR ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residential $125.00 4-120 1-1/2" irrigation syst $ 735.00 displacement sm commercial turbine*'" Public Works maximum must approve continuous meter size 10 2-30 3/4" lawn irrigalion $161.00 4-160 2" turbine Ig uriga6on syst $ 931.00 ' maximum displacement residenrial & continuous sm commercial production lines 15 3-50 1" displacement very Ig res $296.00 1/4 to I60 2" wmpound bldgs over $ 1,849.00 bldg to 24 units 65 units maximum sm commercial c@ conlinuous 8c Ig comm bldgs 25 aa-tion stems 5-100 1-1/2" bldgs 25-64 units $429.00 macimum displacement & continuous most comm bldgs 50 METERS REOUIRING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PR1CE 5-350 3" turbine very Ig irrigation $1,182.00 6-500 4" compound +300 unit bldgs & S3,563.00 syst & praduction very Ig comm bldgs lines 1/2-320 3" compound +200 unit bldgs $2,282.00 10-1000 6" compound +400 unit bldgs $6,076.00 very Ig comm bldgs very Ig comm bldgs 15-1000 4" turbine very Ig irrigation $2,226.00 sysr & production lines Comments • To schedule inspection of the inside wa[er line and back[low preventer, call 651-675-5675. • To arrange for water tum-on, ca11 6 5 1-675-5 300. cc: Main[enance Division Clericel Technician ]anuary 2005 ?p?GJb ? 2005 COMMERCIAL PLUMBING PERNIIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 ? I -?-6 .50 & lA.n Date C7 7" Site Address p ss 1...? a ? 01? t'?, , (? ?J L ? (O Unit # ~ ? ?1 Tenant Name ?L L`v jLn3 Former Tenant Name Property Owner ,C(,.O 1'0"?j Telephone # ( ) Contractor 1 (. v' wr< Address T • City " ` 4 U L. State Y)l Y) . Zip ??lQ Telephone # License# 00 ?59LR3 P m Expires: /P-?/-o6?-- The Applicant is _ Owner Contractor _ Other Work Type New Bldg X Modify Tenant Space RPZ PVB New RepairBebuild _ Replace _ Irrigation system Work within public right of-way/easement _ Yes _ No Rain sensors are re uired on irri ation s stems Description of Work (,?)e)IAT N°',oomg' To inquire if Pressure Reducing Valve is required on new service, ca11651 fi75-5646 Meters - Ca11 65 1-675-53 00 to verify thaz hydrostadc, conductiviry, and bacteria tests passed prior to picldna uo meter. Imgation Size & Type Avg GPM 2" hubo req'd unless smaller size allowed by Public Works Fire Size & Price 3/4" disolacement $161.00 Domes4c Size & Type Avg GPM Includes high demand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) ContractValue $ ?-3 -db x 1% _$ 1 -?,E 0? PermitFee $ Meter(s) Required on all new buildings & boulevard irrination svstems $ Radio Meter Read If permit fee is $1,000 or less, surcharge is $.50 $ . JlJ Sfate SlliCtl3ige If permit fee is over $1,000, surcharge is $SO per $1,000 ot the Pertnit Fee Followiug fees app whei ew irrigation system $ W ater Permit ? Call Jerry Wobscired fee amounu $ Treatrnent Plant n $ Water Supply & Storage $ State Surcharge -----------=-\r` --------------- i ----------- ---------------------------------------------------------------------------- ? --------------------------------------- Total Fee I hereby apply=for a Ctfmmercial Plumbing Permit and aclmowledge that the infocmation is complete and accurate; that the work will be in con£ormance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; that I understand this is not a perrnit, but only an application for a pernut, and work is not ro start without a pemut; that We work will be i cordance with the approved plan in the c se o£ work which requires a review and approval of plans. \ % lc?rv,AS ? -i,'t?Ll?1 - ApplicanPs Printed Name Ap icanPs Signature CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. _ Air Test _ Gas Test _ Rough In _ Final PLANS SUBMITTED APPROVED BY: "? '1 ?!p? 0 ? BUILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings & boulevard imgation systems- $141.00 • RPZ's must be tested every yeaz and rebuilt every five years. Test results should be mailed to Paul Heuer at the City of Eagan. • A minimum fee pemilt per address is requ'ued for the following RPZ's: new, rebuild, repair, remove. • Water meters include copper horn/strainer, remote wire, and touch-pad meter. METERS REOUIRING 4-HOUR ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residential $125.00 4-120 1-1/2" irrig3hon syst $ 735.00 displacement sm commercial turbine" Public Works maximum must approve continuous meter size 10 2-30 3/4" lawn irrigarion $161.00 4-160 2" turbine lg irrigarion syst $ 931.00 M ximum displacement residential & tinuous sm commercial producrion lines IS 3-50 1" displacement very lg res $296.00 1/4 to 160 2" compound bldgs over $ 1,849.00 bldg to 24 units 65 units maximum sm commercial & continuous & lg comm bldgs ZS irri ation s stems 5-100 1-1/2" bldgs 25-64 units $429.00 maximum displacement & continuous most comm bldgs 50 METERS REOUIRIDIG 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very lgirrigation $1,182.00 6-500 4" compouud +300 uni[ bldgs & $3,563.00 syst & production very Ig comm bldgs tines 1/2-320 3" compound +200 unit bldgs $2,282.00 10-1000 6" compound +400 unit bldgs $6,076.00 very Ig comm bldgs very lg comm bldgs 15-1000 turbine verylg irrigation $2,226.00 syst & production lines Commenis • To schedule inspecuon of the inside water line and backflow preventer, ca11651-675-5675. • To arrange for water turn-on, call 651-675-5300. cc: Maintenance Division Clerical Txhnician ]anuary 2005 Pemut #: Receipt Date: CITY OF EAGAN 2004 SEWER AND WATER CONNECTION AND AVAILABILITY CHARGES EXISTING COMMERCIAL PROPERTY Address ID Al C. aK Z'?'_, Property Owner (- C Telephone #: ('0 S f C U- ? I ? l11 o.r?c,2?2 ?- ?30 f1.S I Plumber ? Date of Inquiry: Contact Name: 8" Sewer Service Lateral c e @ $24.60/ff Trunk @ $2, 0/acre 0/unit City SAC @ $ \- MCES SAC @ Receipt # Septic abandoPermit Fee State Swchazge Total OFFICE USE ONLY PRV required 74 o R-O-W Pemut: City O County4" Unpaid Permit Fees City Financed $ 1,380.00 6" Water Service 07, ? Lateral charge @ $3130/ffCc? g- ( Trunk @ $2,165/acre by Pr',?/ ?j .Lr.?• ? Water supply & storage @ $3,Q15/a Treahnent plant @ $?(SAC unit? Permit Fee \ 50.00 50.00 StateSurcharge DA.{a SP-?.1?? .50 ? 50.00 .so SPL v,r?'?s na? ?n,?e?? r1 a5 ? $ Total $ 5c) Separate plumbing pemvt required Sewer and 8" Sewer Service 6° Water Service Sewer lateral chazge @ $24.60/ff ter lateral chazge @ $313 Sewe k @ $2,060/ Water $2 City SAC @ MCES @ $1 5pe6pt # , Da ater supply & storage @ $3, i Treatment plant @ $588/SAC unit Sepric abandonment Pernut Fee State Surchazge Total Separate plumbing permit requ'ved ; units is determined by the Metropi 2310.00 50.00 ? 100.00 .50 $ Council Eriviroitmental Services (651 I? \ ?$ ia14 cc: Cazolyn Krech, Finance Department it Metropolitan Council Enuironmental Seruices September 28, 2004 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services Division has determined SAC for the EcoLab - Building E located at 655 Lone Oak Drive within the City of Eagan. This project should be charged no additional 3AC Units. It is the Council's understanding that this is a remodel of existing office space. Ifyou have any questions, call me at 651-602-1113. Sin ely, Jodi . Edwards Staff Specialist Municipal Services Section JLE: (300) 04092851 cc: S. Selby, MCES Carolyn Krech, Finance Department, Eagan Lisa Baker, McGough Construction ; . , I? 11 0 ZOD4 www.metrocounciLOrg Metro Info Llne 602-1888 230 Fasl Fiflh SLrect • St. Paul. Minoesota 55101-1626 • (651) 602-1005 • F?602-1138 • T1Y 291-0904 An F.tryal Oppnmmfty EYnplnycr P?G? 10(k$o IOCc? ? December 14, 2004 Dale Wegleitner City of Eagan Fire Mazshal 3830 Pilot Knob Road Eagan, MN 55122r1897 ??Y1%oic??.j De- /) Re: ECOLAB - 9491eue4aAQAd Smoke and Heat Venting for Oxidizer Storage Room MCE Project No. GMX01503 EALi'AN IEWEII B?. DATE: ' O BUILDIMG IIdSPEC410FiS DEPT. ................... eaz Wegleitner, A meeting was held at the City of Eagan city hall on December 10, 2004 to discuss smoke and heat venfing requirements for the new ECOLAB CAL building (Building E) oxidizer starage room. The meeting was attended by Dale Wegleimer of the City of Eagan, Dale Koziol of ECOLAB, and Rex Rundquist and A1 Moore of Michaud Cooley Erickson. We propose that in lieu of following the Intemational Building Code (IBC) and Intemational Fire Code (IFC) requ'uements for smoke and heat venting, the oxidizer room venulation system that provides continuous ventilation of 1 cfm per squaze foot of floor fOMfUQIN6 EM61NFflS area ( approximately 6 air changes per hour) be allowed [o provide the required smoke and heat venting. This is based upon the following information that was discussed during our meeting: 1. A description of the oxidizer srorage room is as follows a. The room dimensions are 10'-8" by 16'-0" with a ceiling of approximately 10 to 12 feet. b. The room will be built to a Group H2 occupancy classification with 2 hour fire resistive construcrion. a The room will have continuous ventilation of at least 1 cfm per square foot of floor area. The ventilation system is also connected to standby power (per requirements of IFC Chapter 27). d. The fire sprinkler system design density will be 0.45 gpm per sq. ft. over the entire room area per the requirements of NFPA Standard 430 - Storage of Liquid 1200NETROPOLITANCENTRE and Solid Oxidizers 2004 edition. 333 sounisEVEO $T e. The room is provided with spill control and secondary containment for 20 minutes of sprinkler water plus the volume of the lazgest container. wxNewous,xNSSaz f. Explosion control is not provided and not required for oxidizer storage. F^x 6+1-339'6354 TEL e123394941 2. The room will primarily contain Class 3 solid oxidizers (pool chemicals) on shelves less than 6 fee[ in height. The oxidizer chemicals aze non-combustible, but can accelerate combustion of other combustible materials. The shelves are to be non- PaiNCiaus. OE/N A RIFFER7Y combustible. . ., lAONiYL.TPLBERi.10. 3. The 2000 edition of the International Building Code (IBC) and International Fire oouansc.cornEr Code (IFC) require smoke and heat venting for Class 3 liquid and solid oxidizers. 4SEPxnrexrrvsou K:\projUvlQv17015000Uvlechanical\Fire protection\12-10-04 city meeting minu[es, 12-14-04.doc.doc i Meeting Minutes December 14, 2004 Page 2 of 3 See IBC paragraph 415.6.2 and IFC paragraph 4004.1.6. The State of Minnesota amendments to the IBC and IFC require mechanical smoke exhaust to remove heat and smoke for a fire with a heat release rate of 10,500 Btu/sec (see Table 910.5.2.1.2 in the IBC State Amendments). The amount of smoke exhaust required under the IBC and IFC would be appmximately 27,000 cfm. These requirements appear to be related to high-piled storage and do not appear to be appropriate for a small oxidizer storage room. This was also reviewed with the State Fire Mazshals office and they agreed that the requirements were written for high-piled storage. 4. NFPA 430 does not have specific requirements for smoke and heat venting but states that "Storage areas for oxidizing materials shall be provided with means acceptable to the authority having jurisdiction to vent products of combustion or decomposition." 5. The Owner's Insurance underwriter, XL insurance and Global Risk Consultants do not have any specific smoke and heat venting requirements except to comply with NFPA 430 as indicated in item number 4 above. We submitted a wpy of a letter from the Owner's underwriter for reference. Per our meeting you agreed with our proposal, however, you also wanted to review the situauon with Dale Schoeppner the City Building Official. Please let us know when you have reached a final decision on this matter with Dale Schoeppner. Thank you for your time and efforts with this matter. Sincerely, MICHAUD COOLEY ERICKSON Ge? (/• s/0? A1 Moore, P.E. Fire Protection Engineer Vice President Copy: Dale Schoeppner, City of Eagan Dale Koziol, ECOLAB Ken Seiler, McGough Jonathan Peters, BWBR Rex Rundquist, MCE K:\projUN\MT015000Uvlechanical\Fire protecuon\12-10-04 city meeting minutes, 12-14-04.doc.doc PAT GEAGAN October 29, 2004 Mayot KEN SEILER PEGGY CARLSON MCGOUGH CONSTRUCTION CYNDEE FIELDS 2737 FAIRVIEW AVE N ST PAIJL MN 55113-1372 MtKE MncurRE MEGTILIF.Y gE; BUILDINGE Councl Membeu 655 LONE OAK DRI VE Dear Ken: THOMAS HEDGES We have completed our review of the construction documenu submitted in pursuit of obtaining a Ciry Adminiscraror building permit for the above-referenced project This review is not intended to be an exhaustive and comprehensive report. Unless otherwise noted, all references are to the 2000 I.B.C. It is our oal that this review will help you in complying with the applicable codes and we are, therefore, g requesting that the following items be addressed: Municipal Cenur. 3830 Pilot Knob Road 1. MN Rules 1341.0411, Subpart 2, requires accessible improvements be made in areas containing primary functions. These improvements need not exceed 20% of the cost of Eagan, MN 55122-1897 the alteration to the primary function azea. Phone: 651.C75.5000 'I'here is a priority for application of the 20% cost. The first is accessible path of travel Fax: 651.675.5012 and the building meets this design. The second on the priority list is accessible toilet TDD: 651.454.8535 facilities. This azea will be an azea to be addressed. The single use bathrooms on the second through fifth floors at the intersection of M=inteR?" Fac'l'ry: gridlines 11-12 and G-H will be required to install grab bars as outlined in MN Rules Subpart 4. A clear floor space is to be provided in front of the sink 0448 1341 3501 Coachman Point , . complying with MN Rules 1341.0464, Subpart 5. Eagan, MN 55122 Phone: 651.675.5300 If you have any questions, please contact me at 651-675-5676. Faz: 651.675.5360 Sincerely, TDD: 651.454.8535 ? www.uryofeagan.com Mike Lence SeniorInspector ML/js THE LONE OAKTttEE cc: Dale Schoeppner, Chief Building Official The symbol of strcngth Jerry Hagen, Hagen, Christensen, McIlwain Arc6itects, 4201 Cedaz Avenue South, md growch in our Minneapolis MN 55407 communiry . ? 2005 FII2E SUPPRESSION SYSTEMS PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone 4 651-675-5675 Fax # 651-675-5694 Requirements: 2 complete scts of drawings and specifications cut shce[s on materials and componen[s [o be uscd ??? (??` v 5-o gs 8 Date -- 5 l a.s l ? Site Address: LcDoe- o41(' ? Tenant / Building Name: fCv (61 (D The Applicant is: _ Owner x Contractor _ Other PROPERTY OWNER Address: City: State: Zip: CONTRACTOR MN License O 1? -? SHIELD FIFtE PROTECTION 4392 West Roond Lake Road City: Address: nrden Hius. ?tn? 55112 Phnne:(651)fi36-7144 ? Faa: (651) 636-7145 ? State: PhOT1C #: ESTIMATED COMPLETION DATE: 3 / 31 FIRE °EIdPiIIT T4'PE: Sprir.kler System (# of heads 3_) _ Fire Pump _ Standpine Other: WORK TYPE: _ New _ Addition ? Aiterations _ Remodel Other. DESCRIPTION OF WORK: Z( Commercial _ Residential _ Educational _ Other: R?? lZt\ o c<.?tR. 3 h??S ?? ? Ie?A Please continue on reverse side PERMIT FEE: $50.50 Minimum Fee (includes State Surchazge) U° Contract Value $ y00 x .01 • If Permit Fee is $1,000 or less, add $.50 => If Permit Fee is over $1,000, add $.50 per $1,000 Permit Fee 3/4" Displacement Fire Meter - $161.00 TOTAL FEE: v° _ $ y Permit Fee $ ,s-o State Surcharge $ 't? $ ?O S I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. 1J?? \O?fX..TGTVI.? Applicant's Printed Name Applicant's SignataX_ DO NOT WRTTE BELOW THIS LINE PermitAgproved fi:?.,,?i ? L? , Date /:.d c? >I Q67:= 2004 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION ' City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 lv Telephone # 651-675-5675 FAX # 651-675-5694 Requirements: 2 complete sets of drawings and specifications cut sheets on materials and co onents to be used Date /0 / /!? / LT q p r; we_ Site Address: (, $S La n e O a kAopwggr Casa n IN l7 Tenant / Building Name: fc e- i o b s The Applicant is: Owner _ Contractor ? Other PROPERTY OWNER Address: City: State: Zip: CONTRACTOR A h f`e vt n 2 S e rt u 1 c? T F+ o MN License No. PL o Address: 3S0 CU • Cn ll YI"S"'Y R d. ' G. City: R,rcP. u i I lB State: ?'?? yi. Zip: 5'6-1Phone#: 45 (o 3G? ESTIMATED COMPLETION DATE: /-,2 / 3 0 FIRE PERMIT TYPE: _ Sprinkler System (# of heads Fire Pump _ Standpipe _ Other: up l7q-f'e F l )ZC, /4 Lq ,e vri S S/S"f"e wt WORK TYPE: _ New _ Addition x Alterations X Remodel Other: DESCRIPTION OF WORK: Commercial _ Residential _ Educational Other: .. ?_ ? 1 Please continue on reverse side By PERMIT FEE: $50.50 Minimum Fee (includes State Surcharge) Contract Value $ 9p, W-BQ x.01% _ $ % pjSU7a Permit Fee If Permit Fee is $1,000 or less, add $.50 => If Permit Fee is over $1,000, add $.50 pee $1,000 Permit Fee 3/4" Displacement Fire Meter - $155.00 TOTAL FEE: $ , ur6 State Surcharge $ 983•0 I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a pernut, 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, bau&las LC )'Y10.V ?4j le--Ww ApplicanYs Printed Name ApplicanYs Si ature ° DO NOT WRITE BELOW THIS LINE 2005 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 Fax # 651-675-5694 Requirements: 2 complece sets of drawings and specifications cut sheets on materials and components to be used Date I /I8 / 0S SiteAddress: 6Sr L.aw? ?c_ 'D,tc,u¢, Tenant / Building Name: E?C_'D The Applicant is: Owner ? Contractor Other PROPERTY OWNER Address: .? SS ?? ?t.? ??3??? City: ?qr State: /1'1 N Zip: 6'5"/Z--) CONTRACTOR MN License #: 1500 6$ 6 Address: ?I OS Cn Qr.? ?. ?) • City: c5?I a? State: i?IV Zip: SSlZ(p Phone#: C51-H83-66SA ESTIMATED COMPLETION DATE: S- FIRE PERMIT TYPE: _ Sprinkler System (# of heads Fire Pump Standpipe X Other: ?eSSip 7?? IJ IJ c 11111 JAN20 ?nn; WORK TYPE: _ New _ Addition Alterations _ Remodel BY Other: ---- DESCRIPTION OF WORK: X Commercial _ Residential _ Educational Other: Please continue on reverse side PERMIT FEE: $50.50 Mtnimum Fee (includes,State Surcharge) Contract Value $ Z°o, C?O O x.O1 =$ Z&O • dO Permit Fee , • If Permit Fee is $1,000 or less, add $.50 ? $ •? State Surchazge If Permit Fee is over $1,000, add $.50 per $1,000 Permit Fee 3/4" Displacement Fire Meter - $161.00 $ - TOTAL FEE: $ cgQ. S(rj I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. CKad C?,lle,& Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE REQUIRED INSPECTIONS _ Hydrostatic _ Flow Alarm _ Drain Test ? Rough In y Trip _ Pump Test _ Central Station ?i Final Conditions of lssuance: Permit Approved b: Date: ?_ /C1. -S, / Q? ? 7 lL?O 2004 COMMERCIAL MECHANICAL PERMIT APPLICATION C_h_C,4v City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for. commerciaVindustrial buildings multi-family buildings when separa[e permits arc not required for each dwelling unit Date12. /q /6 ?4 Site Street Address ?, Crj Lo,uF oR1-+? ?? • t5/¢,-7 ,*tJ Al AJ Unit # Ae.ow Tenant Name (if appiicable) Previous Tenant Name Property Owner 66,0 4- 4 B Telephone # ( ) Contrac[or da¢/1Vi5 HfA"64nJ/1--,14-4_ Street Address '?'P `1 /?lb.?>"h F?i-v G? ?? City State ?/? Zip 55{0 Z Telephone# ((a5 ) 6oL - 65 bp Bond #: Expires: ?--- U? y? 09 2004 The Appiicant is Other Owner ? Conhactor _ _ Work Type New Construction _ Underground Tank _ Install _Remove ""`see below ? Interior Improvement ? Install Piping _ZProcessed -XGas Nature of Work: ?,vo vao-ro,? oF Pu /d?.r F? ,?Pw 0 -.S'-4- "When installing/removing underground tank, call for inspection by Flre Marshal and Plumbing lnspector Permi[ Fees: $70.50 Underground tank installation/removal $50.50 Minimum (mcludes Shte Surcharge) or Contract Value $ 99O F 00c) x 1% _ $ ?4 g00 , DO Permit Fee • If pemut fee is $1,000 or less, add $.50 => $ 9o State Surcharge If oermit fee is over $1,000, add $.50 for ever $1 000 nernut fee $ 9a Total Fee y D? ? , y ? I hereby apply for a Commercial Mechanical Pernut and acknowledge that the inFormation is complete and accurate; that the work will be in wnformance with the ordinances and codes of the City of Eagan and with the Mechanical Codes; that I understand tlvs is not a permit, but only an applicarion 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 r-zy/" F ?.? ApplicanYs Printed Name App ic 's Signature Approved By: Inspecror ,?Tyo s- 2004 COMMERCIAL PLi7NIBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 ?qao ? Date /2i l Ql Q/ Site Address (od-5 Lnjd e- 064-6c- Unit # Du+. /cl. Tenant Name ?? LA g Former Tenant Name Property Owner aL0L_-A-8. Telephone # ( ) Contractor A'44-.?-4Z-L S 0 f-iLN64-Nt L40-- Address XAO,cJ?? City $;. PA,?? State Zip 55Io-?_ Telephone#(lv5/ ) 49o2- fo5o0 The Applicant is _ Owner _X Contractor _ Other Work Type _ New Bldg Add-on _ Repair RPZ _ PVB _ Irrigation system * ` Rai sensors r uired. Jer Wobschall [o calc ulate fees Description of Work ?,-i??? ?or ?S?- ?I?? l? L, ? LI L?-I ? I To inquire if Pressure Reducing Valve is requi on new service, call 651-675-5646 ? ?AW ? Meters - Ca0 651-675-5300 ro verify that hydrostatic, conductivity, and bacteria tests passed rior to ickin u meter. Irrigation Size & Type Avg GPM 2" turbo req'd unless sma] BYsize-`al?-owe?:?y=P- rks Fue Size & Price 3/4" disolacement $155.00 Domestic Size & Type Avg GPM Includes high demand devices? _ Yes _ No Flushometers Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) ContractValue $ COD11 DOO x 1% yl/0°,D0 BaseFee $ - Meter(s) Required on all new buildings & boulevard irrieafion svstems $ ? Radio Meter Read IC base fee is $1,000 or less, surcharge is $.50 $ ZF 4/5 State $utCltaIgO Ifbase fee is over $1,000, surcharge is $.50 per 51,000 of thc Base Fce ? Following fees apply only when installing new irrigation system $^ - Water Pernut Contact Jrny Wobschall at 651-675-5024 Cor required fee amounts $ - TreatrnentPlant $ -" Water Supply & Srorage $ - State Surcharge ------------------------------------------------------------------------------------------- --------------------------------------------------------------------- $ oy A g 02 i'!`.S Total Fee I hereby apply for a Commercial Plumbing Permit and aclmowledge that the information is complete and accura[e; that the work will be in confonnance with [he ordinances and codes of the City o£ Eagan and with the Plumbing Codes; that I understand this is not a permit, but only an ce wi[h the approved plan in the case of work n application for a permit, and work is not to start without a prnnit; that the work will ZE which rcquires a review and approval of plans. _ C1ri'??S ? Applicant's Printed Name AppLcanPs Signature CITY USE ONLY REQUIRED INSPECTiONS: _ U.G. _ Air Test _ Gas Test _ Rough In _ Pinal PLANS SUBMITTED APPROV ED BY: S10 ?, BUILDING INSPECTOR General Information • Radio Meter Read (required on aIl new buildings & boulevard irrigation systems- $141.00 • RPZ's must be rebuilt every five years. A minimum fee permit per address is required for RPZ rebuilding or repairing. • Water meters include wpper horn/strainer, remote wire, and touch-pad meter. METF,RS RF.OUIRING A d-HOUR ADVANCG NOTICF. PRIOR TO PICK I7P GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residential $121.00 4-120 1-1/2" irrigation syst $ 788.00 displacement sm commercial turbine*" must receive maximum approval continuous 10 from Public Works 2-30 3/4" lawn irrigation $155.00 4-160 2" turbine Ig irrigation syst $ 992.00 maximwu displacement residential & continuous sm commercial production lines 1> 3-50 1" displacement very Ig res $200.00 1/4 to 160 2" compound bidgs over $ 1,880.00 bldg to 24 units 65 uniu maximum sm commercial & con[inuous & Ig comm bldgs 25 irri ation s stems 5-100 1-1/2" bldgs 25-64 units $488.00 inaximum displacement & con(inuous most comm bldgs 50 MF.TGRS REOUIRINC 30-DAY AUVANCE NO"PICE PR[OR TO PTCK UP GPM METER6 USC PRICE GPM MCTERS USG PR?CE 5-350 3" turbine very Ig irrigation $1,338.00 6-500 4" compound +300 unit bldgs & $3,749A0 s}st & productinn very Ig comm bldgs lines U2-320 3" cumpound +200 unit bldgs $2,407.00 I0-1000 6" componnd +400 imit bldgs $6,124.00 vcrv, Ig comm bldgs vcry Ig comm bldgs 15_1000 A" turbine very Ig irrigation $2,384.00 SySI & production lines c:omments • To schedule inspection of the inside water line and backflow preventer, call 651-675-5675. • To azrange for water turn-on, call 651-675-5300. cc: Main[enance Division Cierical Technician Upda[ed 5l04 ?74 il 2004 COMMERCIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Ptease comple[e for: commcrciaUindusdial buildings multi-family buildings when separate permits are not required for each dwelling unit ??'&4L- Date17- /_J1/Oy Site Street Address ?S L0 iA(6_ 04}le- Unitli gw( d-??jC? Tenant Name (if applicable) El p )_/a d3 Previous Tenant Name Property Owner ? G o L r46 Telephone #( ) Contractor ?,q„2?2_l 5 INlG-e-4p1Fj lcA ? Street Address Te2- 4E-,q L- (?:4City S`?? Pi+wL State Zip 55 ( o Z Telephone #((o S( ) &Oe-7' 6 So e Bond Expires: r ? The Applicant is _ Owner ? Contractor _ Other irrr ? ? rr? W k T y ` ?r or ype gy ,X New Construction _ Underground Tank _ Install _Remove •*s` ? Interior Improvement ? Install Piping x Processed y Gas Nature of Work: **When installing/removing underground tank, caH ior inspection by Flre Marshal and Plumbing Inspecfor Pel'IOIt Fe¢S: $70.50 Underground tank installation/removal $5050 Minimum (includes State Surcharge) OC ContractValue $ ?160.' ooo x 1% _$ y S36o,co PeanitFee • If ep rmit fee is $1,000 or less, add $.50 ?/ O State Surcharge If permit fee is over $1,000, add $.50 for $ ? gb Z. e16 v $1 000 it f Total Fee , e ery perxn ee I hereby apply for a Commercial Mechanical 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 Mechanical Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a xeview and approval of pl Kl7fi'/L4-Es ,?- Applican4s Printed Name i a Ps Signature Approved By: --S / 1 7- ( I -d ?- p , Ins ector 2004 COMMERCIAL PLiIMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Date -&-- / .__f / oy Site Address GON.ir- O*K Unit # r alin Tenant Name ?Ga Li4 G Former Tenant Name Property Owner p [-.46 Telephone # ( ) Co¢tractor A-1¢/L2 [ $ M Fl? .f}-A/ ( L?¢ c- Address ?1O City State • Zip SS/VZ Telephone #(65/) &OL -&S o 0 The Applicant is _ Owner Contractor _ Other Work Type New Bldg Add-on Repair RPZ _ PVB ??i 'on system * [?`Iri " Rain sensors re uired. Jer Wohschall [o calcula[e fees. r ? P Description of Work A-CLL ,cD l , To inquire if Pressure Reducmg Valve is reyuired on new service, call 651-695-5646 9 200f 8y U Meters - Call 651-675-5300 ro verify that hydrostatic, conductivity, and bacteria tests passed prior to oickine u o mMe`r? Irrigation Size & Type Avg GPM 2" turbo req'd unless small er size allowed by Pub1?•W rks Fue Size & Price 3/4" disolacemen[ 5755.00 Domes[ic Size & Type Avg GPM Includes high demand devices? _ Yes _ No Flushometers -)L Yes _ No PRV Required _ Yes X No Permit Fee $50.50 minimum (includes State Surcharge) Contract Value $ u S.o,ooo x 1% _ $ Z. 2 SO , ou Base Fee $ - Meter(s) Required on all new buildings & boulevard irrieation svsrems $ ? Radio Meter Read If base fee is $1,000 or less, surcharge is $ 50 $ 13 StBte SuiChaIge If base fee is over $1,000, surcharge is $SO per $1,000 af the Base Fee Following fees apply only when installing new irrigation system Water Pernut Contact Jcrty Wobschall at 651-675-5024 for required fee amounts ? $ Treatment Plant $ ' Water Supply & Stoiage $ State Surcharge ---------------------------------------------------------------------------- ------------------------------------------- $ 212-5I , 13 ------------------------------------- Total Fee i hereby apply for a Commercial Plum6mg Permit and acknowleAge that the information is complete and accurate; that the work will be in confocmarice with the ordinances and codes of the Ciry of Eagan and with the Plumbing Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start wi[hout a permit; that the work wil] be in cordance with the approved lan in the case of work which requires a review and approval of plans. ApplicanPs Printed Name Q.k1, Signature CITY USE ONLY REQOIRED INSPECTIONS: _ U.G. _ Air Test _ Gas Test _ Rough In _ Final PLANS SUBMITTED APPROVED BY: "($_ 13-U L(, BUILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings & boulevazd irrigation systems- $141.00 • RPZ's must be rebuilt every five years. A minimum fee permit per address is required for RPZ rebuilding or repairing. • Water meters include copper hom/strainer, remote wire, and touch-pad meter. METERS REOUIRING A 4-HOUR ADVANCF. NOT[CE PR[OR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residential $121.00 4-120 1-1/2" irrigation Syst $ 788•00 displacement sm commercial Wrbine** must reCeive maximum apprOVal continuous 10 from Public Works 2-30 31" lawn irrigation $155.00 4-160 2" turbine Ig irrigation syst $ 992.00 maximum displacement residential & continuous sm commercial production tines IS 3-50 I" displacement very Ig res $200.00 1/4 to 160 2" compound bldgs over $ 1,880.00 bldg to 24 units 65 units maximum sm commercial & continuous Bc Ig comm bldgs 25 irri ation s stems 5-100 1-I/2" bldgs 25-64 units $488.00 , maximum displacement & continuous most comm bldgs SQ METI:RS REOUIRINC 30-DAY AUVANCG NOTICE PRfOR TO PICK UP GPM METERS USE PRICE GPM M6TERS USE NRICE 5-350 3" turbinc very Ig in-igation $1,338.00 6-500 4" compound +300 unil bldgs & $3,749.011 syst & production very Ig comm bldgs lines 1/2-320 3" compound +200 unit bldgs $2,407.00 10-1000 6" componnd +400 unit bldgs $6.124.00 very Ig comm bldgs vcr,y Ig comm bldgs IS-1000 d" turbine very Ig irrigation $2,384.00 syst & productinn lincs Commenu • To schedule inspection of the inside water line and 6ackflow preventer, call 651-675-5675. • To arrange for water turn-on, ca0 651-675-5300. ec: Mam[enance Divivon Clerical Technicien Upda[ed 5/04 2004 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 ? 9 o *5? Telephone # 651-675-5675 FAX # 651-675-5694 Requuements: 2 complete sets of drawings and specifica[ions cut sheets on materials and comnonents to be used Date ? / aa / QLi SiteAddress: 655 LOIv? OAK pR, L!/C7liIV ,Y'N Tenant / Building Name: ? COLM The Applicant is: _ Owner x Contractor _ Other PROPERTY OWNER Address: City: State: Zip: CONTRACTOR BKaTWS FTRE ('komcTxa,v MNLicenseNo. CDS r Address: 79S D F Hwy ID c;t,,: JEL K KI yE R State: /v1A/ Zip: 5S3 30 Phone#: 763-y4 WG ESTIMATED COMPLETION DATE: q D `( FIRE PERMIT TYPE: ? Sprinkler System (# of heads 6( )_ Fire Pump _ Standpipe Other: WORK TYPE: New Addition Alterations Remodel ?, Other: KELoCATE nNE f'1IR ONF- DESCRIPTION OF WORK: ?- Commercial Residential Educational Other: nrm ?i 5EP 2 7 2004 Y Please continue on reverse side PERMIT FEE: $50.50 Minimum Fee (includes State Surchazge) Contract Value $ 1, 000 x .Ol % _ $ 1G' G o Permit Fee • If Permit Fee is $1,000 or less, add $.50 => If Permit Fee is over $1,000, add $.50 per $1,000 Permit Fee 3/4" Displacement Fire Meter - $155.00 TOTAL F'EE: $ ?- S?State Surcharge $ /V//' $ ? qo.? I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. SNhwN KApUACN ApplicanYs Printed Name ? ApplicanYs 5ignature I -)(-I oA, k.,9-4 't ?t-.Go d vz J Pe?.g DO NOT WRITE 2004 CONIMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN ILf 3 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 ':? 5-0.0s? Date _g_ _ / 5?D/ o y,- Site Address 6 5:9 GOyt/F? 04-t_ Q/Li 02- Unit # Tenant Name EG0 c.64(A Former Tenant Name Property Owner A&c.o Telephone #( ) Contractor Address 9G+?' IWpN7-yP.4-1, (f,,,e4lx City S=, 54-? State "A/. Zip SS/ p Z Telephone #(?6'/ )!?o Z- 6 Soo The Applicant is _ Owner Contractor _ Other Work Type _ New Bldg _ Add-on _ Repair RPZ PVB Irrigation system * * Jer Wobschall to calculate fees. R uired meter sizc is 2" [urbo unless smaller sizc ermi[[ed b Public Works DeSCriptionofWork OFGfce 4? o?X-- Cautt,µ-{-el To inquire if Pressure Reducing Valve is reqmred on new service, call 651-675-5646 Meters - Call 651-675-5300 to verify that hydrostatiq conductiviry, and bacteda tests passed orior to oickine uo meter Iirigation Size & Type Avg GPM Fire Size & Price 3/4" disolacement $155.00 Domestic Size & Type Avg GPM Includes high demand devices'' _ Yes _ No Flus6ometers _ Yes _ No PRV Required _ Yes _ No Perroit Fee $50.50 minimum (includes State Surchatge) .?o Contract Value $ 3? aoo - x 1% _ $ Base Fee $ Meter(s) Required on all ncw buildings & boulevazd irrieation svstems $ _ Radio Meter Read [Fbase fee is $1,000 or less, surcharge is $SO ? St3tC SuTCllal'ge If base fee is over $1,000, surcharge is $.SD per $1,000 of the Hase Fee ? Following fees apply only when ins[alling new irrigation s Contact Jerty Wobschall at 651-675-5024 for required fee amou D i rv i u i Water Perntit Treatment Plam AUG 3 1 20Q# Water Supply & Storage $ State Surcharge -------------------------------------------------------------- BY- $ 50, 50 Total Fee 1 hereby apply for a Commercial Plumbing Permit and acknowledge that the informazion is complete and accuraze; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; that i understand this is not a permit, but only an application for a pertnit, and work is not to start without a permit; that the work will be ' cordance with the approved plan in the case of work which requires a review and approval of plans. ApplicanPs Printed Nume ApplicanPs Signature CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. _ Air Test _ Gas Test _ Rough In _ Final PLANS SUBMITTED APPROVED BY: S P g-a-a eI . BUILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings & boulevard irrigarion systems- $141.00 • RPZ's must be rebudt every five years. A minimum fee pernvt per address is required for RPZ rebuilding or repairing. • Water meters indude copper horn/shainer, remote wire, and touch-pad meter GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5l8" residential $121.00 3-120 1-1/2" iirigation syst $ 788.00 dispiacement sm commercial turbine** must reCeive maximum continuous approval : from Public Works 2-30 3/4" lawri irrigaAOn $155.00 4-160 2" turbine lg irrigation syst $ 992.00 mai::nwn displacement residenrial & cun:muocs sm commercial producuon lines 1? 3-50 1" displacement verylg res $200.00 114 to 160 2" compound bldgs over $ 1,880.00 bldg to 24 units 65 units maximum sm commercial g continuous & lg comm bldgs -'S uri ation s stexns 5-100 1-1/2" bldgs 25-64 units $488.00 maximum displacement & con.uiuuus most comm bldgs i0 METERS REOUIRING 30-DAY ADVAIVCE NOTICE PRIOR TO PICK UP GPM riIETERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very Ig irrigation $1,338.00 6-500 4" compound +300 unit bldgs & $3,749.00 syst & production very lg comm bidgs lines 1/2-320 3" wmpound +200 unit bidgs $2,407.00 10-1000 6" compound +400 unit bldgs $6,124.00 very lg comm bldgs very Ig comm bldgs 15-1000 4" turbine very Ig irrigation $2,384.00 syst & production lines ?,y •, To schedule inspection of the inside water line and backflow preventer, ca11651-675-5675. • To arrange for water turn-on, ca11651-675-5300. cc: Mamtenance Division Clencal Technictan Updated 8/03 2004 COMMERCIAL MECHANICAL PERMIT APPLICATION 4 City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 ? Telephone # 651-675-5675 Please complete for: commercial/industrial buildings ao multi-family buildings when separate permits are no[ required for each dwelling unit nete S i 3t i oy Site Street Address (o.S.s G.oN/''c. OA de- 4R-., vE.. Unit # Tenant Name (ifapplicable) L 4,d6 !?,Str T Previous Tenant Name Property Owner Fc.o 60t-R3 Telephone # ( ) Contractor [-+*yL._?t .5 Street Address `10 9 !i//im n-F-L-0- C,? c;ry ST, Pa...Q state M? ziP 55 !02- Telephone #((c5f )(a02-- / So? Bond #: Expires: The Applicant is _ Owner -t-Contractor _ Other Work Type New Construction _ Underground Tank _ Install _Remove '*see below ? Interior Improvement _ Install Piping _Processed _Gas Nature of Work: ?e?c?- ?Av ?idpos a.?d m?+t-'i- w...l?- '*When insfalling/iemoving underground tank, call for inspection by Fire Marshal and Plumbing lnspecfor Pe1'mit Fees: $70.50 Underground tank installatioNremoval $50.50 M'v`imum (includes State Surcharge) or Contract Value $ 512-1 eov 1120 • m° Permit Fee • If ep rmit fee is $1,000 or less, add $.50 FAUG State Surchazge If uermit fee is over $1,000, add $.50 for 3 1 2004 every $1,000 permit fee $ y.2-o . SO Total Fee I hereby apply for a Commercial Mechanical Permit acknowledge that the in rmation is wmplete antl accurate; that tne worK will be in conformance with the ordinances and codes C'hyo a n an i h the Mechanical Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without?-p rmit; that the work will be in accordance with the approved plan in the case of work which requires a review and approva ?[fis. Cj?.?.L ?5 ?. J<l?W1.A-?_ Gs ApplicanYs Printed Name p icant's Signature ?Q '-L -O c Approved By: Inspector 2004 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION • ' - City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 Requirements: 2 complete sets of drawings and specifications cut sheets on materials and comnonents to be used 17% sb.S-0 Date-4- / /02r v U J Site Address: Tenant / Building Name: The Applicant is: Owner _ Contractor ? Other PROPERTY OWNER Address: City: State: Zip: I I N li a V? ? CONTRACTOR nse o. c - ? 1(D Address: City: State: 1 I i1? Zip: Phone#: •'105• ?IDUO ESTIMATED COMPLETION DATE: O / 2 / U+ FIRE PERMIT TYPE: ? Sprinkler System (# of heads Fire Pump _ Standpipe Other: WORK TYPE: New Addition X Alterations _ Remodel Other: DESCRIPTION OF WORK: ? Commercial _ Residential _ Educational Other: ?.? Qt.e, 3 CL_ J)(?, JUL 2 3 2004 -4 ey -_----? Please continue on reverse side """? PERMIT FEE: $50.50 Mdnimum Fee (includes State Surcharge) Contract Value $ CO x .O1% 5 • M Permit Fee • If Permit Fee is $1,000 or less, add $.50 => $ •? State Surchazge If Permit Fee is over $1,000, add $30 per 1,000 Permit Fee 3/4" Displacement Fire Meter - $155.00 $ TOTAL FEE: I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. ---4,\1 I% I `In 0A Applicant's Printed Name pplicanYs Si ature DO NOT (05qg' I 5o.?;D 2004 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Date e ! dQ / _QL SiteAddress ?raF; Lone n6k Unit# Tenant Name .f {1&?'Q ? Former Tenant Name Property Owner Telep6one # ( (vJ1 ) r?,'Jr?p ' ?J??? ? i 0 \fice LL,S JLN Contractor ?c q 0 fl Address 5a? ? City a . ? State rrl-0 Zip 5S Il? _ Telephone #((p?? ) 7CJ ?J' I D?p I The Applicant is _ Owner Contractor _ Other Work Type _ New Bldg Add-on _ Repair RPZ PVB Irrigation system * ' Jrrn Wobschall tu eulculate fees. Rr nired mefer size is ?^ turhn unless smaller size crmit[ed 6v Pnblic Works Description of Work ??1 Ci IC. ? To inquire if Pressure Reducing Valve is required o 6- - ?1?2aoa 2 3 s passed rior to in u meter Meters - Call 651-675-5300 to verify thaz hydrostaric, conductivity, and Irrigation Size & Type Avg GPM P " BY Fue Size & rice 3/4 disolacement $155.00 Domestic Siz¢ & Type Avg GPM Ineludes high Qemand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) Conhact Value $ x 1% _$ Base Fee $ Meter(s) Required on all new buildmgs & boulevard irziearion svstems $ Radio Meter Read Ifbase fee is $1,000 or less, surcharge is $.50 $ State SuTChaige If base fee is over $1,000, surcharge is $SO per §1,000 of the Base Fee Following fees appty only when installing new irrigation system ? $ Water Permit Contact lerry Wobseifatl at 651-675-5024 for required fee amounu $ Treatment Plant $ Water Supply & Storage $ State Surcharge ----------------------------------------------------------------------------------------------- $ - Total Fee I hereby apply for a Commercial Plumbing Permit and aclmowledge thaz the information is eomplete and acwrate; 8iat the work will be in conformance with the ordinances and codes of the Ciry of Eagan and with the Plumbing Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be m acwrdance with the approved plan in the case of work which requires a review and approval of plans. A ? ??U 1j?.'YSA') .?IA? ? AppticanPs Printed Name ApplicanPs Signature CITY USE ONLY REQUIRED iNSPECTIONS: _ U.G. _ Air Test _ Gas Test _ Rough In _ Fina] PLANS SUBMITTED APPROVED BY: j U BUILDING INSPECTOR r General Information • Radio Meter Read (required on all new buildings & boulevazd irrigation systems- $141.00 • RPZ's must be rebuilt every five years. A mioimum fee permit per address is required for RPZ rebuilding or repairing. • Water meters include copper horn/strainer, remote wire, and touch-pad meter GPM METERS USE PRICE GPM METERS USE PRICE I-20 5!8" residential $121.00 4-120 1-1/2" iTrigation syst $ 788.00 displacement sm commercial turbine'* must receive maximiun i approval cont nuous 10 from Public Works 2-30 3/4" lawn inigation $155.00 4-160 2" turhine lg irrigation syst $ 992.00 maximum displacement residential & cuntinuous sm commercial production lines 15 3-50 1" displacement very lg res $200.00 1/4 tA 160 2" compound bldgs over $ 1,880.00 bldg to 24 units 65 units maximum sm commercial & continuous & Ig comm bldgs 25 irri ation s stems 5-100 1-1/2" bldgs 25-64 units $488.00 maximum displacement & continuous most comm bldgs 50 METERS REOUIR7NG 30-DAY ADVANCE NOTICE PR10R TO PICK UP CPIN METERS USE PRICE GPM METERS USF, PRICE 5-350 3" turbine very Ig irrigatimn $1,338.00 6-500 4^ compound +300 unit bidgs & S3,799.00 syst & production very Ig comm bidgs lines 1/2-320 3" cmnpound +200 miit bidgs $2,407.00 10-1000 6" compound +400 miit bidgs $6,124.00 very lg comm bldgs very Ig comm bidgs 15-1000 4" turbine very Ig irrigation $2,384.00 svst 3c production lines commenu • To schedule inspection ofthe inside water line and backflow preventer, call 651-675-5675. • To arrange for water turn-on, cai1651-675-5300. ccMaintenance Division Clerical Technician Updated 8/03 1 /'? B W B R ARCHIT? Avchitectuxe • lntevior Des'ign I.au•son Cnmmons 380 Sc Pcree Sneet, Suuc 600 Samt Paul, NIN 551 U2-19)6 l512223 %Ol fax 651.222.8961 W%vw.6%cUr.com ('Z;47 L o r,--? SeptemUex 21, 2004 Mx. Dale Wegleimer rire Maxshal City of Fagan 3830 Pilot Knob Road Eagan,blN 55122-1897 o C?k fo rI v Re: Fcolab Comnussion No. 2004.003.00 Deax Dale: 2004 ,,. _ ?.. BWBR is finalizing the construction documents foi the xemodeling of Builduig P of the Ecolab Complex and the conscrucuon of new Building U at the same location. At pievnous meetings with Ivflke Lentz aud Cxaig Novacek of the Ciry of Lagan, it has been conftmed that Builcling F will be classified as a B occupancy per the xequixements of the Minnesota State Bwlciing Code, which amends the 2000 IBC. Building G will be classified as a mixed occupancy of F1, H2 and H3. Building N is of rypc 1-A construcaon and Building G is of tppc II- B consttuction. Both buildings on ttus campus will house hazaxdous matexials. Building F will contain quanuties of matexials less than the masunum amount allowed in IBC 'Ta61e 307.7(1) (IFC Table 2703.1.1(1)) as adjusted fox spxinkling pec IBC 1'aUle 307.7(1) Foomote D. Bwlcling F will be suUdivided mto conrrol azeas per IBC Table 414.2.3 with the conrsol axeas being measuxed above gxade as defined as Leve14, which sen-es as the second floar as defined in rhe IBC. Based upon this informaaon, building floox desigmation five, which is the IBC third floox, will be subdivided into thxee conuol axeas. Please see the attached pxeliminary code analysis documents, w}uch define the masunum allowable quantities per contxol axea in Building I. It is anncipated that the stoxed quantides of hazardous materials in Builcling U will excced the maxitnum allowaUle quantities defined in IBC Table 3073(1) (IFC Table 2703.1.1(1). Based upon this informadon, this bwlcling has been classified as a sepaxate occupancy and will house F1 occupanry, H2 and H3 occupancies. The H occupancies will be separated fxom each othex by onc hour occupancy sepaxadon fire 6arxiex wall and fxom the F1 occupancy by a two houc xated occupancp sepazation fixe baericx wall as xequixed in IBC Table 3023.3. Explosional contsol will be pcovided Eoz the H2 occupancy m compliance with IFC 'i'able 911.1 as refexenced by IFC Section 2704.6 foi indoox storage xooms and areas. Lsr pnmcd 9/21/2004 9 5i AM Mr. Dale Wegleitnex Firc Mushal Ciry of Eagan Ecolab Comnussion No. 2004.003.00 Spill contsol xvill not be providcd fox hazaxdous materials stoied Nvithin thc B occupancy (Building F) Uecause these matexials do not exceed the allowable volumes as defined in IBC Table 307.7(1) (IFC Table 2703.1.1(1)). Please note that IFC Section 3403.4 states "where requited xooms, buildings ox axeas used for storage, dispensing, use mixing ar handling of flammable and Class 2 combustible liqLUds shall be ptovided with spill contsol and secondary containment in accoxdance with Section 2704.2". Section 3404.3.4.1 identifies quandry limits far stoxage. Thts section states that "othex than Gxoup M wholesale xetail uscs, indoot stoxage of flammable and combustible shall not excced the maxixnum quantities pex contsol area as indicated in Table 2703.1.1(1) and shall not exceed the additional limitations set foxth in this section." Section 34043.4.2 Occupancy Quantity Linuts - Item 2 states that in Gxoup B occupancies, which is the occupancy of Building F, quanuries in office uses within Group B occupancy shall not exceed the amounts necessary for labotatory woxk. Only if the quandtics exceed those as set foxth in IBC Table 307.7(i) (IFCI'able 27031.1(1)) is secondaiy containment tequired because only sections 3404.3.7 and 34043.8, liquid storage xooms and wazehouses, which axe requixed undex 34043.43 for quannties excceding the amounts defined ui IBC TaUle 307.7(1) (IFC Table 27031.1(1)), xefer to section IFC 2704, which is where secondary containment is xequixed. Because stoxage in Builcling G will exceed the allowable quantides as defined in the IBC and IFC tables, secondaxy contauunent and spill contsol will be pxovided. IFC Section 2704.2.2.3 states "Secondary containment fox indoox stotage areas shall be designed to contain a spill fxom thc laxgest vesscl plus the design Elow volume of fixe protecnon watex calculated to dischaxge from the fue extinguishing system ovex the minunum xequircd system design axea ar arca of the xoom ox area in which the stoxage is located, whichever is smallex." Based upon this information, sepaxate secondary containment pits axe designed for the H2 and H3 occupancy. The H3 occupancy, which is the largex of the two occupancy axeas, will be subdivided into thsee sepaxate rooms. As noted in IFC Secuon 2704.2.23, the volutne of the secondary containment pit Nvill be based upon the lazgest of the thxee xooms of this occupancy and not based upon the ovetall axea of the entise occupancy. In oux current design, it is anticipated that the floox elevarion of both the H2 and H3 occupancy will match that of the adjacent F occupancy Uut the floox will be pitched to a secondary containment pit in each of the two hazardous occupancies. By pitching the floor and elnninating a cux6, handicap accessibility is maintained as xequixed in the Minnesota State Accessibility Code. In sutxunary, the Ecolab Reseaxch & Development and Engineexing campus design of Building F will subdivide the building into inultiple control ateas, with the quantity of cheinicals not exceeduig that allowed for B occupancies and therefore not exceeding the amount that would require secondary containment. 21 September, 2004 HlC/H2 Aic}ute<rs, Ine 2004627 Dale \Y/egleimendoc Ivlr. Dale Wcgleimex Fixe Mazshal City of Eagan Ecolab Commission No. 2004.003.00 Building G will cxceed the allowable quanrities and theiefore will be subdivided into sepatate Fl, H2 and H3 occupancies and secondary containment will be provided in Uoth the H2 and H3 occupancy. Please feel free to review the above infoxmation and contact ine if you have any quesnons. The fmal plans will be submittcd to you fox your fmal xeview. Sincexely, BWBR ARCHITECTS, INC. David P. Leighly, AIA Code ResoLUCc c: Ecolab Standard Distribuuon List 21 Septan6ec, 2004 RW}iRArckutcco, Inc 20048-27 Dale Wegleima doc *dtV oF eaqan PAT GEAGAN Mayor PECGY CARLSON CYNDEE FIELDS MIKE MAGUIRE MEG TTLLEY Council Members THOMAS HEDGES Ciry Adminismror Municipal Centcr. 3830 Pilot Knob Road Eagan, MIV 55122-1897 Phone: 651.675.5000 Fu: 651.675.5012 I'DD: 651.454.8535 Mainmmnce Facility: 3501 Coachman Poinc Fag+n, MN 55122 Phone: 651.675.5300 Fax: 651.675-5360 TDD: 651.454.8535 www.ciryoFragan.com THE LONE OAK TREC The sym6ol of snrng[h and growth m our communiry March 10, 2004 ECOLAB INC ATTN: GENERAL COUNSEL ECC/18 370 N WABASHA ST ST PAUL, MN 55101 COMMONWEALTH LAND TITLE INSURANCB CO 400 SIBLEY ST ST. PAUL, MN 55101 RE: PREMISES - 655 LONE OAK DR EAGAN, MINNESOTA Ladies and Gentlemen: The undersigned hereby certifies with respect to the property legally described in xhibit "A" attached hereto ("Pretnises") as follows: The zoning code affecting the Premises is Planned Unit Develoment. The Premises and its intended use as an office/research and development complex complies with the applicabla zoning codes, city ordinances and building codes, ordinances and regulations: kYes ? No Comments: There aze no variances, conditional use permits, special use permits or development restrictions required in connection with the construction and/ox the operation of the improvements on the Premises or its uses, except as follows: Cray Addition Development Contract dated Decembe 17 1987, as amended bv First Amendment to Develoument Contract dated June 20 1989 the reauirements of which have been sadsfied bv the developer. r . If there are any additional facts regarding the Premises and its proposed use which would be material consideration, please include that information: . 3ignature of Authorized Person: (1" „ ' Typed or Printed Name of Signatory: Michae] J. Ridlev Title of Signatory: Citv Planner City or Other Govemmental Agency: City of Eagan, Minnesota Date: Mazch 10, 2004 -3- `File Edit View Tools ?jpplications Help 'I ? rR ry 1 ?. =4 . ? ON .. .-.?J L,•a^,?.._? ? 0 , ?y• •y?:•;r:?' " ? pQ a ?- ? n t?`N t ' Addition # ?School Dist ? w t? a o e ',?t d ? ?o . ? a q;• ? h.Y >'w' - - edb, 16 - . ? `? ? ?' Y' • a n m Section_ Range, qkr•Qtr.#- o ? +? ? c 12 ;,? `.,,?,... -?- 5earch PID a -_ ? Search House ??- • Commen Eagan 0evelopmerit Eagan Buildmg I Pe?mRs .:? Connectivn , Owner ? Eagan AssesslSales : Eagan Prvpe?ty ?`l Eagan Zoning, '- , ro . Tax,Pm?` ?Zip Code 102980001001 House_#;, Street Name Unit . ° . 3451= ct ? Owner Change 01 96 ;? ?:' ....1029800' ;. 20024$1 ? ' Lotf Block'?Su6division Name', - ' . ? 7 s,1;? GJFT,_F.=MA . descnption Legal F . , ,. , . , 11 I ?. _ . -.. ,.. ? d; ' ?Start - L% .?? ? ?j?, ? My Do?uments -(D :41+indows Gity of.Eagan Desktop :'.' ?x?-&;?.<Z} (p 11: W 3qz-7 2004 COMMERCIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please wmplete for: commercial/indusfial huildings multi-family buildmgs when separate permits are not required for each dwelling uni[ 1- 1'7-0,e?b nace -7 Site Street Address (Dr'Jr'J LDh2 Qak1W Unit# lt(A. E-7- ?2 _h4f? Tenant Name (if applicable) F- CO -L.Gth Previous Tenant Name Property Owner Telephone # ( ) Contractor M6157CPt M2AAniC6d, In[ Street Address 1021 C48m i n i U• City n pp t?1 stace MfJ ziP k?121 Telephone #( ?oS I) q05- Il,oo Bond #: Expires: The Applicant is _ Owner ?C Contractor _ Other Work Type New Construction _ Underground Tank _ Install _Remove **see below x Interior Improvement Install Piping _Processed Gas Nature of Work: kzfOm4C(b) uj I iv1q diR,tSeVS "ro mcLf 41 V18+.j ?(b0vz aAA'1 "When installing/removing underground tank, cal! for inspection by Fire Marshal and Plumbing /nspector Permi[ Fees: $7050 Underground tank installation/removal $5030 Minimum (includes State Surcharge) or Contract Value $ 1 5 0 0 x 1% _$ 50.60 Pernvt Fee • If pernrit fee is $1,000 or less, add $.50 ? $ . 5 0 State Surcharge If nermit fee is over $1,000, add $.50 for every $1,000 pemut fee $ SD. 5b Total Fee I hereby apply for a Commercial Mechanical Permit and aclmowledge that the information is complete ane accurate; tnat tne worx will be in conformance with the otdinences and codes of the City of Eagan and with hanical Codes; that I understaud tlils is not a permit, but only an application for a permit, and work is not to start witho -s(pe%?that the work will be in accordance with the approved plan in the case of work which requires a review and approval o ans. ?.? 6DYdN 1?? ApplicanYs P hnted Name Approved By: ?j 9 ?7- r ? - d / , Inspector J T Signature lm?? T 9 T 0 1 JuL 19 2004 So?So 2004 CONIlMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT K1VOB ROAD, EAGAN MN 55122 651-675-5675 Date?/?/ ? ? ? Site Address ? 9j,D6 ? Unit # L(JILV? 0AIL.? Teuant Name E(.O- LH IJ Former Tenant Name Property Owner Telephone # ( ) Contractor //IA,51-6-9 J ?J FcI?f?NlC/?L (?C, ? " Address 102? C?etYb1 l N 1 A-0 Ciry State Zip Telephone#(4Cjl ) ')U5- 1 bCt7 The Applicant is _ Owner Contractor _ Other WorkType _ NewBldg Add-on Repair RPZ PVB Irripationsystem'A "Aei n V'hscha0 to cAlculate teet. ReqnirM meter size is?" turbo unless smaller size ermi[[ed bv Public Works (ZaX fN ItP S1 tytS " Q P r M,? 6 Description of Work (LDLHZ E To inquire if Pmssure Reducing Valve is required on new service, call 651-675-5646 Me[ers - Ca11651-675-5300 to verify that hydrostatic, conductivity, and bac[eria tests passed prior to oickin¢ uo meter Imgafion Size & Type Avg GPM Fire Size & Price 3/4" disolacement $155.00 Domestic Size & T}pe Avg GPM Includes high demand dev ices' _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) Contract V alue $?Zd0 ? x 1% Base Fee $ Meter(s) Required on all new buildings & boulevazd irrieation svstems $ Radio Meter Read [f base fee is $1,000 or less, surcharge is $.50 $ 0? St3te SlIICtl3Ige [f base fee is over $1,000, surcharge is $.50 per $1,000 of the Base Fee Following fees apply only when installing new irrigation rystem $ Water Permit Conmct Jeay Wobschall at 651fi75-5024 forrequired fee amounts Treatment Plant aTa Water Supply & Storage JUL 14 20A Sratesurcharge ----- ----------------- ---------------------------------------------------------------- -------------- ------- -- - By ? $ - ? ?_?_ ? - -------- ---------------- Total Fee 1 hereby apply for a Commercial Plumbing Pertnit and aclaowledge that the inform ' lete and accurate; thaz the work will be m rstand this is not a pemiit, 6ut only an conformance with the ordinances and codes of the City of Eagan and with t?h'Pimt?CWp application for a permit, and work is not to start without a permit; that the ork will i the approved pian in the case of work which requires a review and approval of plans. j ApplicanYs Prin ted Name App`ycant's S`pafuie CITY USE ONLY REQUIRED INSPECTTONS: _ U.G. _ Air Test _ Gas Test _ Rough In _ Final PLANS SUBMITTED APPROVED BY: ?e -7,4-0 / , BUILDING INSPECTOR General Information • Radio Meter Read (required on alI new buildings & boulevard irrigation systems- $141.00 • RPZ's must be rebuilt every five years. A minimum fee permit per address is required for RPZ rebuildiog or repairing. • Water meters include copper horn/strainer, remote wire, and touch-pad meter GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residentiai $121.00 4-120 1-1/2" urigation syst $ 788•00 displacement sm commercial turbine** must [eCelve maximum approval continuous 10 from Public Works 2-30 3/4" lawn irrigation $155.00 4-160 2" turbine Ig irrigation syst $ 992.00 maximum displacement residential & continuous sm commercial production lines IS 3-50 1" displacement very lg res $200.00 1/4 to 160 2" compound bldgs over $ 1,880.00 bldg to 24 units 65 units maximmn sm commercial & con[inuous & Ig comm bldgs 25 irri ation s stems 5-100 I-1/2" bldgs 25-64 uniu $488.00 maximum displacement & continuous most comm bldgs 50 METERS REOUIRINC 30-DAY ADVANCE NOTICE PR10R TO PICK UP CPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very Ig irrigation $1,338.00 6-500 4" compound +300 unit bldgs & $3,749.00 syst & production very Ig comm bldgs lines 1/2-320 3° compound +ZpO unit bldgs $2,407.00 10-1000 6" componnd +400 unit bldgs S6,124.00 very Ig comm bldgs very Ig camm bldgs 15-1000 4" turbine very Ig irrigation $2,384.00 SVS[ Sc production lines c:omments • To schedu(e inspection of the inside water line and backflow preventer, call 651-675-5675. • To arrange for water tum-on, call 651-675-5300. ccMaintenance Drvision Clerical Technicien Updated 8/03 CITY USE ONLY PERMIT #: "3??U RECEIPT DATE: APPROVED BY: -S INSPECTOR 2002 COMMERCIAL MECUkN1CAI. PEiiMiT APPLICATION C1TY OF E4fiAft 3$30 P1LOT KNO$ ftD £AHA1V, MA 55188 651-6$1-4675 Please complete for: all commerciallindustrial buildings multi-family buiidings when separate permits are not required for each dwelling unit DATE: p ? g D a. SITE ADDRESS: 4a OWNER NAME: (A-) ka7101, Ne- l PHONE #: - TENANT NAME (IMPROVEMEiNTS ONLY): WAS THERE A PREVIOUS TENANT IN THIS SPACE? Y N. NAIviE: n•isTai.LER: J_%D a- ; Go ?'Y G um b,Yu $- t'tq?e. T• ' 1 1 J STREET ADDRESS: CITY: Sl .?LU?, ( STATE: rnAj zip: Sr / n 7 TELEPHONE #: 6 S r' a a? + " WORK TYPE: New construction Install U.G. Tank ? Interior Improvement _ Remove U.G. Tank _ Processed Piping ? ..f? ) 1 ) ?' ) SpecifyNatureofWork: ? Yl S 7 a+ 11 ekb.Gw.ST Ahol O? 1 12;12114 'Td`c' t'? IDCDv ?(e c:?'? ? L q e, h?ra? c`cv When instafling/remnving underground tank, cal! 651-681-4675 for iiispecrion by Fire Marsha[ and Plumbing inspector. 1? ?? r? Fees: 1% of contract price OR $50.00 minimum fee, whichever is greater. Underground tank removallinstallation = minimum fee A U? - O?O?, ;I 0?7 Contract price: $ 1S? x 1%= $ b S? (Base Fee) ?? ?• Stare surcharge . SD calculate at 5.50 for each $1,000 Base Fee-_.?- s? TOTAL $ , f ?'04 SIGNA RE OF PERMITTEE ? Updated I/02 '?? ir y SoFrwA? ?,`? Tjea1/v1w1Eq ' 1989 BDILDING PfiHIdIT APPLIC9TION - CITY OF EAGAN BruJLDt.VG ? 8Lptq. A SINGLE FAMILY DWELLINGS INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEYo 1 SET OF ENERGY CALCULATIONS NOTE: ADDRFSSFS F08 CORNER LOTS - CONTRACfOR/HOMEO4INER MOST DESIGNATE WHICH ADDRE6S IS DFSIRED. NO C6ANGES WILL BE N.LOWED ONCE HDILDING PERNIZT IS I330ED. MOLTIPLE DWELLINGS RENTAL ONITS FOH SALTi 1JNTTS # OF UBIT3 INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SDRYEY - CHECB WITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS CONR4EACIAL INCLUDE 2 SETS OF ARCHITECTURAL & 1 SET OF SPECIFICATIONS AND 1 SET DOO STRUCTURAL PLANS, OF ENERGY CALCU IONS .S77z04rur444._ 40Ay4,2r-TE To He Osed For: F/tro?nE Valuation: Date: Site Address 655?Lo?E D.oi? ,D/tlvE OFFICE OSS ONLY Lot ? Block ? Oecupaney g-ZrA'S_ FEE3 Parcel/Sub G2Ny ADDIT?bN Zoning Aetual Const SpR Bldg. Permit 4y3(.,oo Allowable Sureharge (,7Q1 Zo Owner LIEAY ?ES?/u? ?^«• It of stories Plan Review 2 7- 19j.00 Length SAC, City pOn.Ob Address 1440 A110R-7WL4-I0 DRrvE Depth SAC, MWCC 1r)?-570 00 S.F. Total Water Conn - City/Zip Code Footprint S.F. Water Meter -? Acet. Deposi t 30, p0 Phone ER/L 1-14D4f1L 68/-??q2 On site sewage_ S/W Permit Ze)eCJc? On site well S/W Sureharge /_O p Contractor 1`1e-600b14 ??'S?• MWCC System _ Cit t Treatment Pl Road Unit _ . („R40.00 37128 00 er y wa , , Address 2737 'J• F41Rv16w1 PRV required _ Park Ded. 'J ;? ,5C? Booster Pump Copies - City/Zip Code ST- Pe ?L, MN. 55/l3 _ TOTAL - I> 9PPSOV9IS ' Phone bf"7 FRaSC-u 633-SO50 planner _ r°------ '?- pY.ch./Engr. TNF At.c.iA-ll-E Couneil Bldg. Off. ?j/25 Varianee Address 4vo Li-N=TO..i .4Lve. Council City/Zip Code /'I-/. 5-540B Phone 4 PETeR \A-sre/LCIaaT 87/ - 721 2 'iNOTE: Sewer & Water Permit fees and aceount deposit fees wrill be included in the building permit fee. Processing time for s ewer and water permits is tvo days onee a liceased ? plumber hss applied for a permit at City Hall. ? ?'? CAL(_ UJ}I?f PCQA1(-' 1J RE=AtY V o• Li.t A-nf O N; Is-r i;obo,oo? - 3,5"39.So W 4,6 Kx a,oo= 896, ou y435,5D cR y43?? SuRc" A'R.c.E' SoQ i' , 0004 X( ? U 6I `G? OOJ- I? OPO, OO V) C (p? /.ZG7 REvi ew Fet 443b x 50/ = Z2i8,_°= SA(?' ( 30 U N IT) c i Ty 3d x 3ooc I?1W? 3a?c S?S : I'l Z So 'T2EAT PLANT` 3oX2Z8= ?S4o RoAD UN iT CI-?T I C RA? /?ap?Tiorv? 36• 4AcRer. x, IoZD = 3'1 I 2`6 Pa2? D'=«-noU (C.fl; ZD'? ??60 1,S 834, 1 58 SF k, as`= ? 9 e,?7'SO;(ifM?y , t,r1.c$c;:tfF;XI, O;<iF ?,'?Y,< i].I'Yy f.1Fr 1=(HOAr.t CP,•';H'f.i:i;. r; 1"(_.IWNRl. hr7,; 691. ... DL ,tE^ 05!20/99 T.T.ME: 1.Fe29252 *z; = NA'{E:: MMRC 3210 °(lfJi 655 l.l":'NFS 1)AF: *q; 'i{'r?10?_5 3422 `3(,f.)fl:l. en;3::i 1..p!'?PA!G. l!ii4l. Dli 'r.?f"I[L.??.I. (?j.JJ ??t.???i. Er?.?:J ?_VIt!: OaK Liit. j.o.00 Tnta:l Rr;.coipk Amnur7tr 55!lXC, W094717) !JSER :f D; N4ltdry 1999 BUILDING PERMIT APPLICATION (COMMERCIAL) CITY OF EAGAN 651 681-4675 Re uirements to buildin ermit f q ? Foundation Onl New Construction Interior Im rovement • StrucN21 Plans (2 sels) • Architecturel Plans (2 sets) • Architecturel Plans (2 seLS) • Civil PIanS (2 sets) . SWdu21 Plans (2 sets) • Code Malysi3 (1) *' • Code Malysis (1) '• . Civil Plans (2 seLs) • Projecl Specs . (1 set) . Project Specs (7) • Landspping Plans (2 sets) • Key Plan • Spec. Insp. & TesUng Scheaule •• . Code Malysis (1) " • Master Exit Pian • SAC determination letter fiom MClES - • SAC tletertninatlon letter irom MClES - call • SAC detertninaHon letter from MClES - call call 651-602•1000 651-802•1000 651-602-1000 • Spec. Insp. 8 Testing Schedule (1) " • Energy Calwlations (1) not always « • ProjectSpecs (t) • ElecPowerBLlgh6ngFOrm (1)notahvays° • Energy Calwlations (t) " • Electric Power & Lighting Form (1) " . Master Exit Plan • Soils Re ort (1) 1 " Contact Building Inspections for sample Food & beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health. Call 651-215-0700 for details. DATE: 5?/3zz WORKTYPE: _ NEW s? REMODEL DESCRIPTION OF WORK: A0 p'J/T/oy G^{ V4941Z S CONSTRUCTIONCOST: ?aD/ DOo,°-° TENANTNAME: SITE ADDRESS: &55 ? `?l= SUITE #: - LOT ? BLOCK SUBD. '?` ?Q ?? P.I.D. # Name: S1L/,:0N ?ij`r2l9ll//GS,Phone#: ?3- 30 3 tS- PROPERTY Last First OWNER ?7 Street Address: ?9 `?'S ? .??c ?A ?/?L/44L City ?f¢(/9v State: Zip: S5`??l Company: Phone #: GS?? ySS' SG%? ? CONTRACTOR n StreetAddress: Ciry -:rNvrx. ?jtd`/? y?lG/?y5 State: Zip: 55-e 7-7 ARCHITECT/ ENGINEER Company: Phone#: 65-/- aaa' 37dl . Name: &UG? Zxw,I o,•_/ Registrauon #: 1 6, 3 ? ? StreetAddress: `7/Q SGl/7E 5?-10 City ?7. 1*e/L State: XIlei?/. Zip: S 5lU ? Sewer & water licensed plumber (oniv if installina sewer & water): /Y iA I hereby acknowledge that I have read this application, state that the information is correct, and agree to r omply with all,.applicable State oi Minnesota Statutes and City of Eagan Ordinances. Signature of Appticant: rLDf3c'?`7 ?' . / ?TT ,. . OFFICE USE ONLY BUILDING PERMIT TYPE O 01 Foundation ? 25 Miscellaneous WORK TYPE ? 26 Public Facility ? 28 Greenhouse ? 27 Commercial/Industrial ? 29 Antennae ? 31 New ? 34 Repairs ? 37 Demolish Bidg. ? 43 Siding/Soffits/Facia ? 32 Addition ? 35 Tenant Impr ? 38 Demolish (Interior) ? 44 Windows/Doors A 33 Alterations ? 36 Move Bldg. ? 42 Reroof ? 45 Fire Repair GENERAL INFORMATION Const. (Actual) Basement sq . ft. Census Code L/37 (Allowable) First Floor sq . ft. SAC Code ? 6 UBC Occupancy sq. ft. No. of Units ? Zoning sq. ft. No. of Bldgs. ? # of Stories sq. ft. MC/ES System Length sq. ft. City Water Width Footprint sq. ft. Fire Sprinklered APPROVALS Planning Buil ding ? Engineering Variance Permit Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S/W Permit 5/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies 3 .Z i, a5 VALUATION: % SAC SAC Units Meter Size $ ? ? rotal 5'11p, p6 , ? . . CITY USE ONLY L_L BL RECEIPT #: -a6 o SUBD. CAA, ? DATE: V g'S 199 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 DATE: Z 1-119 S CONTRACTPRICE:` 2?OD ?? WORK TYPE: -X NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: AgO(/F 6'I,'ewx/D (TlfS?>U.r/.c 7J'?iv? ?c? G141) Please complete for: ? all commercialAndustrial buildings. ? multi-family buildings when separate permits are pQt required for each dwelling unit. FEES: P $25.00 minimum fee QC 1% of conhact price, whiChever is greater. • Processed piping - $25.00 ? State surcharge of $.50 per $1,000 of nermit fee due on all permits. CONTRACT PRICE x Ow-?S ? PROCESSED PIPING STATE SURCHARGE 5v TOTAL r3y'5. sD SITE ADDRESS: /o S? ?.,o41c dAk .D2 , OWNER NAME: TENANT NAME: ?9f Lc?-11 (IMPROVEMENTS ONLY) INSTALLER: C-XO4,?????? Z ADDRESS: ? 6-s_ Gew'E DAlc Oz CITY: 2?461-lul STATE: NAl ZIP. / PHONE #: t7 SIGNATURE: 97 SI TURE OF PERMITTEE CITY INSPECTOR TELEPHONE #: Z 5 ? i L BL SUBD. RECEIPT #: DATE: 1995 MECHANICAL PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: ? single family dwellings ? townhomes and condos when permits are required for each unit _ New construction Add-on furnace _ Add-on air conditioning Add-on air exchanger, i.e. Vanee system, etc. Date: FEES ? Minimum Fee: Add-on/Remodel (existing residence only) $ 20.00 ? HVAC: 0-100 M BTU 24.00 Additional 50 M BTU 6.00 ? Gas OuUets (minimum of 1 required @$3.00 each) ? State Surcharge .50 TOTAL SITE ADDRESS: OWNER NAME: PHONE #: INSTALLER NAME: STREET ADDRESS: CITY: CITY USE ONLY STATE: ZIP: PHONE #: ( ) PLEASE COMPLETE FOR ALL COMMERCIAIJINDUSTRIAL BUILDINGS. ALSO COMPLETE FOR APARTMENT BUILDINGS OR 01'HER MULTI-FAMII.Y BUILDIlVGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNTT. DATE: 1?43 CONTRACT PRICE: $ ;?? y,/ W BUII.DING RIOR IMPROVEMENT WORK DESCRIPTION: ?lcc:?? ? SYP.c?G-; Z.c ?? `E%?c•iS7?? ?,c/Q FEES 4se- 1% OF e . dwm? ??;?:?' FEE $ ..:?:?>n4.'W: PROCESSED PIPING: $25.00 MINIMLJM FEE: $25.00 STATESURCHARGE OF _::.?`'s;' FEE. 3.Y.:9.?:? TOTAL SIT'E OWNER NAME:? ?Icla) 4 ? ? ? '?ez"Z'FELEPHONE #: TENANT NAME: (IMPROVEMENTS ONLI) ADDRESS:.-S?O CITY: STATE: ZIP CODE: TELEPHONE #:-c/1.3? 1994 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN 55122 (612) 6814675 19191 ? BL ? CITY USE ONLY PERMIT#: "`( ? ? ? ? SUBD. aa.", ?-VI-JD APPROVED BY: INSPECTOR RECEIPT#: RECEIPT DATE: 2000 M£CHANICRL PERMiT (COMMERCL4L) CITY OF EkfiAN 3$30 i'ILOT KNOB fiD EAfiAN, MN 551 EE 651-6$1-4675 Please complete for: all commercial/indusVial buildings multi-family buildings when separate permits are not required for each dwelling unit DATE: AG' - C'61 WORK TYYE: New construcHon Install U.G. Tank ? Interior Improvement , Remove U.G. Tank _ Processed Piping R'lten installing/removing underground tank, call 651-681d675 for inspection by fire marshal and p[umbing inspector. Description of work Cgr LLr' d(?i Fees: 1% of contract price OR $30.00 mioimum fee, whichever is greater. Underground tank removaUinstallation = minimum fee Contractprice: $ 00; (" xI%=? (BaseFee) State surchazge calculate at $.50 for each $1,000 Base Fee TOTAL $ / G'O ------------ ------------------ --------- --------- ------------------- ----- ---------- - --------------------- ---- 1 J > > - SITEADDRESS: 4J,4, OWNERNAME: PHONE #: (AREA CODE) TENANI'NAME(IMPROVEMENTSONLI): WAS THERE A PREVIOUS TENANT IN THIS SPACE? ?,% Y N. NAME: ?? INSTALLER: ?'-? j/ 1i r rs S «L4 z'f F-•{ e 4e4 ( , aDDREss: r)??? ju rxo%rE#: 1,,5/ - Z LS "O6I '?7 (AREA CODE) ciTY: L sTATE: zip: 5 S/C? ? i ?) ZiP?U I . 1989 HIIILDING PERMIT APPLICATION - CITY OF EAGAN ?.t • 3INGLE FIMILY DWELLINGS INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SUFtVEYO 1 SET OF ENERGY CALCULATIONS NOTEt ADDRESSES FOB CORNER LOTS - CONTRACTOR/HOMEOWNER MIIST DESIGNATE WHIC$ ADDRESS IS DFSIRED. NO CHANGFS WILL BE ALLOHED ONCE B9II.DING PERMIT IS I3SDED. MOLTIPLE DWELLINGS 9ENT6L ONITS FOR SALE i1NITS # OF iTNIT3 INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURnEY - CHECH iiITH BLDG. DEPT.v 1 SET OF ENERGY CALCULATIONS COIrA1ERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS - - ? &moct?7L- OF41n17- To Be Used For: (aCj?;'v :6 j Valuation: lllDDLj OOU Date; Site Address ?S.SI? ???? ?A?? ?/t ?v? Lot e? Bloek 1 - aNo Parcel/Sub Glx'Ay ;4 lwo iT/C,/J Owner /2!I y ,?Sc?RcN /niL . Address 144-0 La?/E 120x- b? City/Zip Code y-1; /`"/ Phone Li"NDGI/L- 68/-Z90Z Contractor 1'71-&044-1) 61?S7R Address 2737 ?• Fp??`???'`? City/Zip Code t6T./40L- M..l 55/ / 3 Phone Arch./Engr. ?s"' Quta??E Address ZNo LcrF'ran? ,?vE City/Zip Code OFFICE OSE ONLY Oecupaney 8 -'L FEE3 Zoning PD Aetual Const S SPR Bldg. Permit 23540 Allowable M s?De_ Surcharge 11800 0 of stories Plan Review 1 r1D Length ?y*?•_,_ SAC, City - Depth ??vq SAC, MWCC I S.F. Total j'7 DOO Water Conn - Footprint S.F. , Water Meter --- 'k cR?,r ee . epos ? :3c I On site sewage _ ermi? - On site well S/W Sureharge .y MWCC System ? Treatment P1. .- City water ? Road Unit $4PRV required _ Park Ded. jI (. '1G1 Hooster Pump _ Copies - TOTAL a OSr APPROVALS Planner Couneil Bldg. Off. Var ianc e g PRs?hcUSt? PAid--) fN GkRo? on 7y0Zn+i7 Phone 0 .Sc077 NOTE: Sewer & Water Permit fees and aceount depoait fees rrill be ineluded in the building permit fee. Procesaing time for sewer and water permits is two days onee a licenaed plumber has applied for a permit at Ciby Hall. Pc.P,)k1 17 IsY i,u?o, o? lo, ooo K x a Su2Ll-i A RtrE' VAUuA-\ ti vo .....? + .? ?S . _ ?Q D oo 23540 )ST j 0pvaJO --- I Sc?o b,OJolOJo X 00005 ?4SC?c? ??VIr'cW ?'-'z 5 L4 0 X?''O JAG (16 uN iTSJ ??T`( I`d K 100- 1%0 C> Mwcc. IS x 5'75= 10350 7R,pwr 15 K 2Z.8= 9104 -p=--r,«A:?,o&, - ("L 1 £ z';- 1 Gl2Ay Z.uD ADDw) 319 1 'qr7Z s°.FT, x$, AmouN os/sc = 195,998-?0 r P.QCV,0USL-1 f'Aip Z-6-85 ?'79,207, `d0? I:7.aA?a UNrr }-tE_ "(c "Z I I 6? 9 D-Y?(7 o (L I I(.??11 t39. 99 dAc-c?s Xt /o2o%c.R? ?MOuM' I?r?louSCy ?Arp <37 I?S.oo? 5N, 661 -4Sa o n, Sy 66 2. ? ,8! CfQq,l 2uro A-Qal n,? PERMIT ? CITY OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: B U Z L D I N G Eagan, Minnesota 55123 Permit Number: 024811 (612) 681-4675 Date Issued: 11 / 0 3 J 9 4 SITE ADDRESS: 655 I.ONE OAK DR LOT: 1 BLOCK: 1 CRAY DESCRIPTION: (CRAY RESEARCH) Buiiding?,,Permit Type COMM./IND. B?uilding Wbrk Type NEW /'UBC Occupancy?-' B-2 ?% Construct3on Typs V-N ? Zoning ? PD R&D Building Length ? 17 ' Building Width ` 30 ?- Bwilding. stories ?9c?uare Feet 510 V,\?! ? {?? L0 0 _' REMARKS: SHOP/STORAGE GARAGE WITH COOLING TOWERS (SFPARATF PFRMTTR ARF RFQUTRFO FOR ANV PIIIMRTNf, OR FIFCTR7CA1 WORK) FEE SUMMARY: VALUATION $12,000 Base Fee $135.00 Plan Review $87.75 Surcharge $6.00 Total Fee $228.75 CONTRACTOR: SUSSEL CORP 1652 COMO AVE ST PAUL MN (612) 645-0331 - Applicant - 5T. LIC 26450331 0001934 55108 OWNER: CRAY RESEARCH 655 LONE EAGAN (612)683-3049 OAK DR MN 55122 I hereby aoknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Mn. Statutes and City of Eagan Ordinances. L ? 42 4/AFITEESIGNATURE S E SI ATUR I r w i4i 11 1994 CITY OF EAGAN BUILDING PERMIT APPLICATION ?? ? ? •'1 ? 681-4675 '-'0Cfj Cd,?v? 41 SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered si surveys, copy f energy Cd? CS • j? (? ? f. ? V:??°?1 COMMERCIAL lans,_?, ?,e,?_p 2 sets of architectural & struct al y _ specifications, 1 copy of energy " . Penalty applies: 1) when permit is typed, but not picked up by last working day of month in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. Date /V Valuation af work l??qoc7?' Site Address: STREE Sl1ITE 1! 7enant Name: (commercial only) LOT - ?D BLOCK ? SUBD. ?r L2lf f' /-?7 ?J i ncw P.I.D. # Descri tion of work: ?(.ao4,.nstr 7,,?cdc?S The applicant is: ? Owner ? Contractor O Other (Deseribe) Name ?eeS??v'c h Phone ??3 r3o E9 Property Lpsr FIRST F4? Owner t qddress 4-sDA4- d qL DL ? STR ET STE # City State vYl-. Zip 55??Z2- Company '50ss?a C-°rp Phone l ?/.f-o33/ Contractor Address Cvr"0 ?e License #CxDo 193q Exp. City State ry1" Zip Company Phone Architect/ Engineer Name Registration # Address City State Zip Sewer & water licensed plumber Processing time for sewer & water permits is two days onc a has been approved. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. ? s?' Signature of Applicant: OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation 13 02 SF Dwg. ? 03 SF Addition ? 04 SF Porch ? 05 SF Misc. ? 06 Duplex ? 07 4-Plex ? 08 8-Plex ? 09 12-Plex ? 10 Multi. Add'1. ? 11 Apt./Lod9ing ? 12 Multi. Misc. O 13 Garage/Accessory ? 14 Fireplace ? 15 Deck WORK TYPE ? z ? 16 Basement Finish ? 17 Swim Pool ? 18 Comm./Ind. L 19 Comm./Ind. Misc. ? 20 Public Facility ? 21 Miscellaneous of 31 New ? 33 Alterations O 35 Tenant Finish ? 37 Demolish ? 32 Addition ? 34 Repair O 36 Move GENERAL INFORMATION Const. (Actual ? ?-A,/ Basement sq, ft. MWCC System - (Allowable ? Ist fl. sq. ft. s?? /,4 City Water - UBC Occupancy Zoning 3-z 2nd F1. sq. ft. ?2 S F PRV Required # of Stories - q. t. total i Footprint Sq. ft. sio r? Booster Pump Fire Sprinkler Length Depth 1-7_ On-site well 30 Census Code 3 zg On-site sewage SAC Code yo APPROVALS Census Bldg i Census Unit i Planning Building Assessments Engineering Variance REGIUIRED IN SPECTIONS ? Site 9( Footing Framing ? Insulation ? Wallboard ? ?'Final Draintile ? Fireplace Permit Fee vei?s;a,: S_ /Z.on0 Surchar9e Plan Review License MWCC SAC City SAC yb Water Conn. ?JX ?o = S/o Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Trails Ded. Copies Other Total: SAC % SAC Units r • `> ? CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 PERMIT PERMIT TYPE: Permit Number: Date Issued: r2 ? ? -1 0-'5;T' BUTLDING 025213 03/10/95 SITE ADDRESS: 655 LONE OAK DR LOT: 1 BLOCK: 1 CRAY 2ND DESCRIPTION: (CRAY RESEARCH) • 'Bullding-_Permit Type COMM./IND. 8uilding ",r?k Type AL7ERATION i ; ? .e <i „ •/_,:, ``y, .i ,-. i.a - .1,?. 3}t?"?S`y? \ Y. ?`.•? r_ _? .7_ .._4? . REMARKS: SEPARATE PERMITS ARE REQUIRED FOR ANY PLUMBING OR ELECTRICAL WORK FEE SUMMARY: VALUATION Base Fee Plan Review Surcharge Total Fee $709.50 $461.18 $6@.00 $1,230.66 $120,000 CONTRACTOR: - qpplicant - OWNER: MCGOUGH CONS7 CO 26335050 CRAY RESEARCH 2737 N FAIRVIEW AVE 655 LONE OAK DR BLDG 5T PAUL MN 55113 EAGAN MN (612) 633-5050 (612)683-5420 T hereby acknowledge that T have read this application and state that the infidr tion is correct and agree to comp3y with all appiica6le State of Mn. ? St utes nd City oP an Ordinance,s.;L i APPUCA TiPERMITEE SIGNATUFE IS??ED BY: SI A UR I? r . i 1621.3 CITY OF EAGAN 1995 BUILDING PERMIT APPLICATI ERCIAL 681-4676 G?I?CE?`?VED G`rC????-lia The folbwing are wquired wkh appropriate certification for all ?y consWCtlon: MAR 0 8 1995 ? 2 each: archkectural plans; mech. 8 elec. plans; fire sprinkler plans; atrucWral pla¢s:.sife Rid?l&':andacaping plan#; gradirg/dreinage/erosion corNOl plan; utilky plan • 1 each: set of specifiwtions; set of energy calculations; electrical power 811ghting form; Spacial Inspections & Testing Schedule . Letter from MCIWS (phone #222-8423) indicatlng SAC detertnination . Code analysis indicating: Codes used; occupancy classifiwtions; setbadcs; maximum allowable area as per Building and City Codes along with sq. ft. per floor, type ot construction (synopsis of canstrudion components) 8 any occupancy or area separation walls; oxupancy loads; eacit synopsis wkh a diagram indicating exidng loads fi'om each room or area, havel paths & all reted cortidois; plumbing tixtures; and parking. DATE: DESCRIPTION OF Phone #: 6e3 "?aG ? ? dZlU TENANT NAME: G CONSTRUCTION COST: SITE ADDRESS: ? SS 4,? LOT BLOCK --L_ SUBD. CU,j P.I.D. # PROPERTY OWNER CONTRACTOR ARCHITECTI ENGINEER Nam Ug7 FlPST Street Address City: .& Company: Street Adc City: WORK TYPE _ NEw State: Zip: Phone #: 633 ?• - REMODEL mi Zip: -`c'`??/ (- Company: Phone #Name: ? l? 61--61EE-L-kegistration #Street Address- City: Sewer 8 water licensed plumber: State: Zip: I hereby acknowledge that I have read this application and state that th informatiort s ortect and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. ?` ? ?_??? ? Signature of Applicant: ? ? , j OFFICE USE ONLY BUILDING PERMIT TYPE 0 01 Foundation cjZ, 18 Comm./Ind. WORK TYPE ? 31 New ? 32 Addition GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Depth APPROVALS ? 19 Comm./Ind. Misc. 0 20 Public Facility c?33 Afterations ? 34 Repair Basement sq. ft. First Flcor sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. Footprint sq. ft. Planning Building Engineering f ? ) ?,? " 'S? ''?? '?``'r' ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolition MCNVS System City Water Fire Sprinklered Census Code SAC Code Census Bldg. Census Unit Variance !k-1 7 ? e Permit Fee Surcharge Plan Review MCNVS SAC City SAC Water Conn. S/W Permit SM/ Surcharge Treatment PI. Road Unit Park Ded. Trails Ded. Water Qual. Other Copies Total: % SAC SAC Units Meter Size Valuation: $ /Z?,? ? ul q?sT 15 y 3- 211 -?1 G',eAy • ?oQ?o??F L'amP?n.,iy /??rwofc« ?t?' J 1989 BDZLDIDiG PfiFMIT APPLICATION - CITY OF EAGAN SINGLE FAMILY DWELLINGS 14 In.3 INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCUL9TIONS i ? NOTSs ADDRFSSFS FOR CORNER LOTS - CONTRACTOR/$OMEOWNER MOST DFSIGNATE WHICH ADDRF3S IS DESIRED. NO CHANGFS NILL BE ALLOWED ONCE BIIILDING PERMIT I3 I3SDED. lIOLTIPLE DWELLINGS RENT6L DNITS FOR 3ALE UNITS ? OF UN1'T3 INCLUDE 2 SETS OF PLANSt CERTIFICATE OF SORVEY - CHECS WITH HLDG. DEPT.? 1 SET OF ENERGY CALCULATIONS COMMERCI9L INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTUAAL PLANS, 1 SET 0F ' FICATIONS AND 1 SET OF ENERGY CALCULATIONS .57ltZ*uic.9c, F,cs?m714 To Be Used For: ??- z Valuation: 4DO1DOD Site Address 6$5$60ME 0'0K- AxivE BLpf7 B G.G? Lot ? Bloek Parcel/Sub ? owner GlLA-r /LEhEn?us+ l•.rc. Address 1440 Di1 City/Zip Code M?`?Do??+ A"5, Mh1• Phone 68{- 210L E?2lt- LvpDt/C.. Date: 189 Oecupancy Zoning Actual Const Allowable # of stories Length Depth S.F. Total Footprint S.F. On site seNage_ On site well _ MWCC System _ City water _ PRV required _ Booster Pump _ Contraetor 14460U614 Address 2737 /?' FOiQv/C-w City/Zip Code :?,?r,Pp"L M~l ? Phone 633-S0S6 r'::J1r7 F2rs?l-? Arch./Engr. 7-;jt_ Acie.,r&E Address LMO lurlb?/ S1vE • City/Zip Code /?»LS. /U1^1' APPAOV9IS Planner _ Couneil Bldg. Off. ?3?1¢ Variance Couneil FEfi3 Bldg. Permit )3440. Sureharge 300 Plan Review ltrip SAC, City I ROD SAC, MWCC ? p 3 50 Water Conn " Water Meter Aeet. Deposit 30 S/W Yermit 2 0 S/W Sureharge J Treatment Pl. y I D4 Aoad Tlnit - Park Ded. - Copies -' TOTAL Phone # 8'71- 57d3 .Ju?7r A),swLJ`JA NOTE: Sewer & Water Permit fees and aecount deposit fees will be ineluded in the building permit fee. Processing time for aer+er aad water permits is tvo days onee a licenaed plumber has applied Por a permit at City 8a11. ? t-?.R?•r l5s OttJ ?vvKx 3= SU?LMa? lpD0?000 ?,UOO? _ ?lQM.G/A?1? ?OQ DOI? ° ? /NCLvrDES vlD PfJCk lA 2 = Zo4D ? ,? •? ? ? ..?-----?° ' 23 u0 . 3 vo PL b,? so / x z 3y a ,_ ) I'? o ske-- kxn Fs rv1WC..? 5?S ,?1? = I o 3s? ??l Q?.our??Xrg Z bd bLf ?o?? c.t,N ir PA rp w, TH P?Eem iT' FD2 5 OFI.vARc TPA ilVol(r 8uILt,7/N(,. .? 19$$ RUILDING PERMIT APPLIC9TION - CITY OF EAGAN SINGLE FAMILY DWELLING3 ' ?q 0 INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MIIST DESIGNATE WEiICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE HUILDING PERMIT IS ISSUED. MULTIPLE DWELLINGS RENTAL IINITS FOR SALE UNIT9 # OF UNITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SUHVEY - CHECK WITA BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS COMMERCIAL $l-D(a?•Q. INCLU?E 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS )=Vdrirv[a d I To Be Used For: ?"??pnO? 7tlaluation: Date: ?,?L???? Site Address b55'4Lo"°E 0'4 ?e- A'z ' I OFFICE USE ONLY Lot ? Block ? I Pareel/Sub Owner 69AY ,e?S?RR.Gt! Address 19'Vv ??2?NU?'?d /02, HF?-/oo?A NrS, City/Zip Code 55 Phone ?Og?" 29D'L /?IG(yavE?N C4rlSTYZ. CD. Contractor Address z-737 W' F7'4)2v1Ew ?uvt. Cityl2ip Code Sr' pAu`) M'd, -155// 3 Phone 6e3 `Sd SO Arch./Engr. 7'?NE ,Qu-«'"1 4,E Address 4vV ``ir-n"4 AE' City/Zip Code I*M-5 ?^. 55403 Phone # 671-5703 On site sewage_ Occupancy MWCC system Zoning On site well _ Actual Const City water _ Allowable PRV required _ 11 of stories Booster Pump _ Length Depth S.F. Total Footprint S.F. APPROVALS FEES ov Engr/Assess Permit 1r)S,? Planner Surcharge Council Plan Review Bldg. Off. '] IZ A SAC, City Varianee SAC, MWCC Water Conn Water Meter Road Unit Treatment P1 Parks Copies TOTAL s 1990 BIIILDING PERMIT APPLICATION CITY OF EAGAN . SINGLE FAMILY DWELLINGS MULTIPLE IJWELLINGS 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARGHITECTURAL 3 REGISTERE? SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PLANS 1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS - 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS # OF RENTAL UNITS # OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER IATS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE PERMIT MUST SHOW A LICENSED PLUMBER. MAtt 1410 .SaGTw.42F T/2OIN/ME, To Be Used For: Site Address / ss,q ZoAleOA1z- Lot I Slock J_ I Parcel/Sub (?,n(L1J owner Address 1,loK'mtA "w pry' City/Zip Code 1vC---"eOOI'4 KTb. Phone 451t!L Contractor 1-746ovE,u Zo^45-1n Address 2737 At City/Zip Code ?T- PoUL ? ?+.?• Phone 653`5d S b Arch./Engr. % /a? Ai-jaa4e Address ?O(7 LG1 ??'J City/Zip Code IvIp("S' 14kj ' Phone # g7/-S-7d3 Occupancy 2oning Actual Const Allowable # of stories Length Depth S.F. Total IFootprint S.F OFFICE USE ONLY FEES On site sewage_ On site well _ MWCC System _ City water _ PRV _ Booster Pump _ APPROVALS Planner _ Council Bldg. Off. `Z/(y Variance COMMERCIAL Bldg. Permit .23ya,oo Surcharge 300.00 Flan Review rsz,,? SAC, City SAC, MWCC Water Conn Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Copies SUBTOTAL Penalty TOTAL PiiDo vaiuation: Gdv,e)o°?' DaE , -, ?ooK? a33? ,.se ??. a3yo ? -?5?,• tZCa-1 AM-?-E' ?C70` e??Jc7 ? , dOOS =' ??JD 4` 33qr J'? ? +?s?1 . _. . ....? . _ ?q " r I?60t 0 1990 BUILDING PERMIT APPLICATION CITY OF EAGAN SINGLE FAMILY DWELLINGS MULTIPLE DWELLINGS COMMERCIAL : 2 SETS OF PLANS 2 SETS OF PIANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PLANS 1 SET OF ENERGY CALGULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS _# OF RENTAL UNITS _# OF FOR SALE UNITS PENALTY APPLZES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WNICH REQUEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PERMIT MUST SHOFT A LICENSED PLUMBER. '59Y"I,p y 14 , To Be Z]sed For: Valuation: /321600 $ite Address GrJj-D t-ONe 0.4K J-)RI(g;7 Lot I_ Block j_ Parcel/Sub ? Dwner elzo Y ??K?-i-? ?/?G. Address 1440 dolLTHt/ 4C7 04• City/Zip Code A9EWD67-A !t?'7buJ-S Phone j5p-/L L% NDANL- Gontractor M460UE,tiI C?ih/STfl• Address Z7R?-7 /J- ?tidIRV/l?:W City/Zip Code ?!-T -p?U i. a50.3 Phone 633`50SV Arch./Engr. sgL*-la..rLE Address L}'UU 4??iFnD4 AVe • City/Zip Code 114nL`? . Phone # J4?--A?<q lJaC,cz.( e71-5703 Date : 2/g/9d Occupancy Zoning Actual Const Allowable # of stories Length Depth S.F. Total Footprint S.F. OFFICE USE ONLY On site sewageJ On site well MWCC System _ City water , PRV _ Booster Pump J AYPROVALS Planner Council Bldg. Dff. it/13 Variance FEES Bldg. Permit r?S 2•400 surcharge 66 • 0D PLan Review 00 SAC, City SAC, MWCC Water Conn Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Copies SUBTOTAL penalty TOTAL .? 3IIif}LE FAMII.Y DWELLl'NGS "? 3ETS OF Pi.M r' REGI3TERED 3ZEE 3tPAPEF3 t SEP OF EREHGY CALCS. 1989 SIIII.DIRG PERHTT lPPLICAiION CTfY OF EAGAN lq,oq,3 [41LTIPLE DiIELLING3 2 3&2S OF PLINS BEGISi6R8B 82lfi SOAVET3 - (CMCS VI'i'B. HLDG Di9. ) 1 3Er CF UUki CALCS. COMMERCIAL 2 SETS OF IACBISECTURAL 8 ST60CfQRlL PLlN3 1 SSf OF SPECIFICATIONS 1 SET OF EAE8G2 CALCS. MULTIYLE DWELLINGS RENTAL ON3T3 FOR SLE D9TIS • OF 0NITS 10TEs tDDRESSES POB COANER LOTS - COATAlCTOA/HOMEOi1NE8 !lOST D'.4IGFATE IiHICH IDDRE4S IS DFSIRED. HO CH9NGE5 iTILL BE ?LLOWED ONCE BOILDIAG PfiiQIIT I3 I33IIED.. SEi1ER & itATER PEFQIIT FEFS l1iD ICCOUNT DfiP03IT F6ES i1II.L 8fi IACLODED SiITH !8E SOILDINQ PEEiHIT FEE. PAOCFSSIt3G TIHE FDR SL+1iER AAD WlTEA PEittiI?S IS TiiO DAYS ONCE ! PERMIT HAS HEEA COMPLETED IHDIC6TIAG A LZCEASEH FL(!ffiEA. PENALTY APPLIFS b1fIENt PERMIT IS NOT PAID FOR IN S9ME MONTH IT IS AEQUESTED. LOT CHANGE IS REQtlESTED ONCE PERMIT ZS ISSITED. To Be Uaed For: n ''-" ZAt ?r)rr?m.erP,ir ? valuation: 1 iDate: Site Address 655 Z4,'/E lnA,r- DV- Lot i sixk ?c.ob . G Pareel/Sub Oaner 9/2.4`/ 12&?e-,014u4 AlL. lddress 1440 !-4QTS/"n/O Ul? • City/Zip Code 14"7&/,1VrA {/n, /'J.J. Pdone 481-29v2 ?c. Lr,to,o.rr? `'+ntractor ??od4i' ???y?• :edress L73"7 i?l FA?/zVit?u! City/Zip Code Phone 16 33 -SOS c? .?in f/LlS?LL irch./Engr. T.1,5- adaress 4,94) La?r-ro.,1 4.c • )y'30IDGC, vrrav? wa ? Occupaney ,QU ? Zoning PD Aetual Const 137- SPR Allowable # of atories 2 Length 2b3 ` Depth S.F. Total 36000 Footprint S.F. 2 oooa On site aexage On aite well _ HiiGG Sqatea ?L Citp watrr ?' !RY requfrea! ? Dooater Fvmp _ lPYR0YAL3 Planner _ Council Bldg. Off. :=q u> Variance i ?l3-iU Blag. Fermit 74100°" Surcharge II 7-9- Plan Reviex 00" SACt City 12D0" SAC, MWCC 6 00" Nater Conn Aater Meter - Acet. Deposit -- S/N Permit '242 S/W Surcharge I_ Treatment Yl. ;]3(a Aoad Uait Park Ded. '- Copies ° 308TOTAL Penalty TOTlI. Zji i_g(,.no City/Zip Code YA'110 `'L? ? ??'• Phone 4 . F?s. ?-.M IT IST I,aa?,00<? - '3 S L4 D Su?%4E q 3o,'U? X,oap3 _ a? r1 ? Rr.,=vI cLJ I I'?9 ? rl40o ? lOOk12?. TQ. PLAnIT 22Y X 12 =- Z? 3(. t : IllU-lu I l '-UII_I. ILL IIU. u.+_ 11. 1 _? __ ?_--i-+ V CDMIVIC?I`I J ?ul`plN?rl) .. ?q 1969 $pILDIlid P&RMIT APPLICATION - CYTI OF 6ACAN 3INf3LB FAMII.Y DiiEL62H6S INCLUUE 2 SETS OF PLANSt 3 CERTIFYCAxE9 OF SURVEYP 1 3ET OF ENEAGY CALCULATION9 NOT$s APDRE33E9 L?OR COHNLR LOT3 - COtiTRAGTOA/HOMEOWNEK MUST DE.92t1NATE N6ICH ADDR638 IS DESIRED. NO CEL°liG&9 NILL HE 1LLOW6D ONCE H1IILOIN(i PEAMIT IS TBflt1ED. MULTIPLE_DWEi-LIN43 A6NTAL UNITS FOU $ALS URIYS ? OF UHIT9 INCLUAE 2 SETS OF PLANS. CERTIFICATE OF BUHYEY - CAECK 1t2i8 SLDd. bEP?.t 1 8ET OF ENERqY CALCULA'ffONS CO[MIRRCIAL INCLUDE 2 SE'f3 OF AACHITBCiURAL & 9TAUCTURAL PLAH3t l SET 07 SPECIFICATIONS AND i SET OF ENBR6Y CALCULATIONB To Be Used Fors Site Address ` I'OOTINGS & FOL'PdDATIOPIS Valuabione DRIVE EAGAN; 1-1N 55121 ?- OgFII Lat 1 Block 1 Parcel/Sub CRAY U?????- ?. Owner CRAY RESliARCH, INC. Addreea 1440 NOP.THLAND DRIVE City/Zl.p Code T:ETdDOTA HGTS. ,.,1N 551 Phone 681-2902 pate: 4- 5 - 89 Oonupanoy Zoning Aetual Conat AlloWable N of Btorlas Length pepEh 3.F. Total j0.rootpr7.nb S.F. on site sewage Orr sl.te well ? MWCC Sy9tem City wster _ PHV requxred ? BoostOr Putnp ? Contraetor rZC:'OUGfi COtISTRUCTIOYd C0, Address 2737 rAIFVIEW AVE. Td. Cl.Ey/Zip Cade ST. PAUL, M 55113 Phone 633-5050 THE ALLIPI`dCE Arch./Engr. Addresa 400 CLIFTON AVE. S. City/Zip Coda MPLS, P'IIQ 55403 Phone t $71-5703 NQTB, 3ever & i19tBr Permit feee and aecount depostt fees wi.ll be ineluded 7.n bhe building permit fee. Proceseing Efme for eexer and +rgter permt,te Sa Ewo deye onoe e 1l.oeneed pJ,umber ltae epplied for a permiE ab C1ty Hall. APPROYAI.S lanner _ Counail Bldg. Of£. ?4?10 Varienoe m El.dg. Permit I 5 6-1Q''-1 5ureharge Plan Review 3AGO CSty SAC t MfiCC Nater Conn Watar MeEer Aoot. DeposlE S/N Permit 8/H Surohsrge Treatmant P1. Road Unit Park Ded. Copiea TOTAL j • a, y ? SIHGLE FAMILY DWELLIN63 1Lg?q INCLUDE 2 SEfS OF PLANSP 3 CERTIFICATFS OF SORVEY, 1 SET OF ENERGY CALCQLATIONS HOTSs ADDHffiSFS FOH CORNER LOY3 - COATRAC?OR/HOMEOSiNSR [iOST DESIGN9TE fiHICH ADDHFSS IS DESIRED. &0 CHANGFS WILL BE ALLOW6D OICE Bt1ILDING PSRHIT I3 I.SSIIED. MOLTIPLE Di1SLLINGS HSATAL OAITS FOE SALS II6IT5 i OF DBITS INCLUDE 2 SETS OF PLANSp CERTIFICATE OF SORYEY - CHECK WITH HLDG. DEPT.p 1 SET OF ENERGY CALCOLATIONS ? C0M41ERCIAL INCL[TDE 2 SETS OF ARCHITECTURAL & STROCTURAL PL9NS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS f-00'T/N6-S ? ? To Be Used For: Yaluation: Date: Site Address 65S"D?aN? QAK- DA Lot / Bloek AtD> ?n Parcel/Sub Owner ?'12A-1 Address 1440 City/Zip Code Phone ?v?/?'7J2 Contraetor /V `"Ei00671'J Address 9737 ^/ '411zV1E1--1 City/Zip Code Phone l/I7 FiP_/SF-LC_ 1 Address 40U ?-? ?O `? AvE 1989 BDII.DIBG PfiffiiIT 9PPLIC9TION - CITY OF EAGAN Ai^ch./Engi'. TJ6? ??.C.iA,JCE City/Zip Code /17A-6 Phone # ? ? ) -.??70 3 M..i_ ??lL / ??sf4e-t? Occupancy - Zoning Actual Const Allowable 0 of stories Length Depth S.F. Total Footprint S.F. On site sevage On site vell _ MWCC System _ City water _ PRV required _ Booster Pump _ 9PP&OVAIS Planner _ Couneil Bldg. Off. ` ?445 Variance FEE3 Bldg. Permit 3D0.00 Surcharge Plan Review SAC, City SAC, MWCC Water Conn Water Meter Acet. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Copies roxat. NOTE: Sewer & Water Permit fees and account depoait fees will be ineluded in the building permit fee. Processing time for serrer and vater permits is two daqa onoe a licensed plumber has applied for a permit at City Hall. ' 1989 BIIILDIRG Pfiffi9IT 9PPLICATION - CITY OF EAGAN SINGLE FAMILY DWELLINGS I 4 I ff 11 INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS NOTEs ADDHESSES F09 CORNER LOTS - CONTRA(:lOR/HOMEOiiNfiR MOST DESIGN9TE WHICH ADDRFSS IS DESIRED. NO CHANGES WILL BE ALLOS4ED ONCE BOILDING PERMIT I3 I33UED. MIJI.TIPLE DiIELLINGS ESNT9L UNITS FOR S9LE 06ITS # OF ONIT3 INCLUDE 2 SETS OF PLANSt CERTIFICATE OF SORVEY - CHECK WITH BLDG. DEPT., 1 SET OF ENERGY CALWLATIONS COM4MERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS 62AY ?oFTZUAiZE ieA1-/1A16 - f3Lr%!• A To Be Used For: Valuation: 29$2,000-_ Date: Site Address 655PrLoNe D?k D121vE Lot j Block I Parcel/Sub (??y A0AIT10m Owner L:RAy- XeA--q,2cd . Address /149 AK• City/Zip Code Phone g? 8/ `2902 Contractor ???ou?? ?^?smu[non/ Address 273'7 a/ F'e//LU??v ,4 ve City/2ip Code i/ JT. )9FUL Phone 637?-so5o Arch./Engr. TdE <1wA1vL,5 Address 400 LuFro.v 4JC` City/Zip Code Phone P ?5 7/ - 72/2 2// (' /89 OFFICE IISE OD1LY occupancy B-2- A-3 F'SES Zoning PD RSC Actual Const I•FR 6? Bldg. Permit W.54.00 Allowable SL-FR S?R Sureharge 0 A of stories ,°?_ Plan Review 30 Length ? 2 S 4 - T SAC, City - Pepth ? 4 3 SAC, MWCC ?- S.F. Total 00 Water Conn ' Footprint S.F. 2 O Water Meter Aect. Deposit - ? On site sewage_ S/W Permit - On site well S/W Sureharge MWCC System ? Treatment P1. ' City water v Road Unit PRV required _ Park Ded. -'"- Booster Pump Copies - _ TOTAL 1 24 %b0 APPROVAIS Planner i Couneil Bldg. Off. t2RLZ/z4 Varianee ? Couneil NOTE: Sewer & Water Permit fees and aecount deposit fees xill be ineluded in the building permit fee. Processing time for aerrer and water permits is tvo days once a licsenaed plumber;has applied for a permit at Citq Aall. .0 , 'S a , p TOTO L- Zo::5T L??:? vs? c v e p/G£v/ouS FEEs E)u??.z??NCT ?Rnn17- 1 Sr l, ooo, a?o = 3S ?9. S? 1,85 2 )<x z,av = 3r7 1 Co r125`S,.S10 ? 3 00? ODIJ _ (I y ys? ) 0001 / ------------------ vo a 02 r? 25- (r ti.. WRC H a ?G??,. `joo t, 0003 X?L`cS2.,ovo-1coo,oo?) 1155, &O PL,A N `125(o x SO% = 3&2j SINGLE FAMILY DHELLIAGS 2 SETS OF PL9N5 3 REl3isTEAEn siTE soRVEYs 1 3ET OF Et1ERGY CALCS. 2 SETS OF PLlN3 HEGISTBAED STLS SQ[IVES3 - (CHECE WITH BLDG DIV.) 1 3Ef OF LNERGY CALC3. COlBMEACIIL 2 3STS OF ARCHI?ECTURAL & STHOCfQfiAL PLAN3 1 SET OF SPECIFICATIONS 1 3ET OF ENERGT CALC3. MJLTIPLB DWELLINGS REtiT6L QNITS FOA SALE DNITS i OF ONITS 90TEt 1DDRES3ES POd CORNER LOTS - COATAACTOR/HOI+EOWNER !lOST DESIGNA'!E WHICH ADDRFSS I3 DESIRED. 80 CHANGES AILL HE ALLOtiiED OdiCE HDILDING PEAHIT 13 233UED.: SEWER 8 N?TER PERMIT FEFS iND ACCOUNS DEPOSIT FSES iiILL BS INCLiJDED 1TITH !HE BOILDINO PERMIT FEE. PAOCF.S3ING TIME FOA SEWEA AAD 1i9TEA PERh1ITS I3 TWO DAYS OtiCE A PERMIT HLS SEEB COMPLE'fED INDICATIPG A LICEN3ED PLtIMEB. PENALTY 6PPLIES ?dAENt PERMIT IS NOT PAID FOR IN SdME MUNPH 1'f 16 xnQULblnu. LOT CHANGE IS REpDESTED ONCE PERMIT IS ISSIIED. .3oP7VzA1ZE „ ????/B9 • To Be Used For: 164-04' Valuation: 1-/ Date: Site Address 6rS /.oAhE OA.r- pA • EA6A? Lot I Bloek I Pareel/Sub GRAY ADDiTioN Ormer g/uJ y, ??•?? !.?G . 9ddress 1940 City/Zip Code 1-7ewQ°r? dr-S, /7^' Phone 681- 29aS -?z.c uwo.a,?+? Contractor 1-746ov4Fl Z'e'F/SM• Address 9?:37 ? F-414viEU.1 City/Zip Code Phone FYL/SEL?- Areh./Engr. -7-?1E Address #00 • 1989 HUILDIBG PERMIT APPLIC9TION CITY OF EAGAN 14160 !lITLTIPLE DiiELLINGS l5703,ouo- Oecupaney b'2 Zoning ?D _ Actual Const I 5PR Alloxable Z SPR t of stories 5 Length 474 Depth 294 S.F. Total ? 00,000 Footprint S.F. 56000 On site aexage On aite well MWCC System ? City water ? PAV required , Booster Pump _ lPYROVALS Planner Council Bldg. Off. Varianee FEF.9 Bldg. Permit aLq_?Z Sureharge 1535.?5 Plan Aeview Iy 473. SAC, City 4r2do, SACp MWCC ?02S•` Water Conn -- Water Meter -?" Acet. Deposit ? S/A Permit 20 S/W Surcharge _L Treatment Pl. 1071fa Road Unit Park Ded. - Copies - StIBTOT9L Penalty TOSAL i6 i5 City/Zip Code mA??' M^f' Phone # '???22Y f-1467e-A-l vALuAT?ON IST I -Z? o3?C x Z = 2J40C?, • . 2$qy(o Su 06-HAieSE ?ST S,oDa,ooo _ lSaO 19 REV??w -?-?--?. 2 5s ?t ?16 X S'o '/, = 14 ?I rJ 3 SA c-?y G ±7?. , ti'`?wcc 5r)5 x(47 = Zr)oZS 'T?T, FCAt-nr 2 2sc X 41 = I 01 I!. ,2?is- C2q y - GG nl j9uJ1-0i.u6- ??, •;.,_ gL0y . B `. 1989 BOILDING PBBHIT 9PPLICATION - CITY OF EAGAN SINGLE FAMILY DWELLZNGS INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS HOTEt ADDRFSSFS FOR COAN6A LOTS - CONTRACTOR/HOMEOfiNfiR MQ3T DESIGNATE WHICfl ADDRE6S IS DFS IRED. NO CHANGFS WILL BE ALLOWED ONCE HIIZLDIAIG PERMIT IS I39UED. M[TI,TIPLE DWELLINGS RENTAL ONITS FOB SALfi 09IT3 # OF Q9IT3 INCLUDE 2 SETS OF PLANS, CERTIFICATE OF Si1RVEY - CHECS iIITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS COI+AtERCIAL INCLUDE 2 SETS OF ARCHZTECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS FvorYNb ? FovNpanolt5 To Be Used For: To F'iliSi3JPPo"6'0 Valuation: Date: (pvr3 aLag Site Address .6-b°J Lo.tt OdK ,DRiYE OFFICE USS ONLY GR.A`f Lot ? Bloek ? A?oDtTON Pareel/Sub ,er-t OWileT• LARY 2E5EARGrI IKL Address /440 /?clLTNLANO P/Z[ VE City/Zip Code 1'74. Phone Contractor M?6aou4N L0•/5M. Address 2737 A?' FAi.eviei?/ City/Zip Code .ST • P-404-- , ?^/• Phone .Jl?7 F2iSEz-1- 633-150 5,O Areh./Engr. TNE 4Le4A^1d'.E Address #DO LLiGra?f ,d vE City/Zip Code 1"p4s. /?I./. 559-03 Occupancy Zoning Aetual Const Allowable 0 of stories Length Depth S.F. Total Footprint S.F. On site sewage_ On site well _ MWCC System _ City water _ PRV required _ Hooster Pump _ APP&OVALS Planner _ Council Hldg. Off. Varianee Council Phone 0 S?on' /`?ewc.?ND 871-72 /2 FEES Bldg. Permit 250• 0?0 Surcharge Plan Review SAC, City SAC, MWCC Water Conn Water Meter Aeet. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Copies TOTAL Z . ?.° NOTE: Sever deiiater Permit fees and acoount deposit fees rri.ll be included in the building permit fee. Processing time for sexer and water permits is trro days once a licensed plumber has a?plied for a permit at City Hall. Z - f.-8y ? CASH RECEIPT J1 VTY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 r DATE 19 0 40 Mcerveo mo? AMOUNT ? V ? CASH HECK Iw DOLIARS rox at G S'S- 4 h rff?? ? I D l ?? 07'd FUND OBJEC7 AMOUNT .7,4 3 ?/ 7 00 2c? 37i3 /o a yo - Thank You N? 89659 Wlula--P.y.m QVy Yalo»-Postkv Copy Rnk-Fle Copy .? ? ?? APFLICATION fOR PERMIT -p c r Q SEW R AND/QR WATER CZ?NNECTION ? N(ri'E: PAYh= OF FEE AT TIME OF ? APPLIG4TIQ^7 ODES NOT CY)P1- .'` ? STINIE APPRGS7AL OF PERFIIT_ : ? INSPfS.TION OF SFbII+lt AND/OR WA7ER ; xrisrWa.aaxoes wna. rCFr eE SCMn.m ; ? LN1RL PII7hIIT HAS HEFP APPROVID. ?*. dtV }'ARtiYfYf iYlYp?{eifi#fi#iif}lSSf4M/e#4*A4 OF aE1r jC9P9 (PLEASE PRINT 1) PROPERTY ADDRFSS : Lo"-? C) T•FY:AT• DFSCRIPTION; ?Pj ), 6'? CL-" - or IF EXISTING STROCTORE, DATE OF ORIGINAL BLILDINGG PERMIT ISSLANCE: Mont Year PRESENT ZONING/PROPOSED USE: ? CONA9ERCIAL/RETAIL/OFFICE R-1 SINGLE FAMILY Q IND[!STRIAL ? R-2 DUPLEX (3WO L?nits) Q INSTIT[)TIONAL/GOVERNMENP ? R-3 TOWMi00SE (Three + Cnits) ( Units) Q R-4 APARTMENT/CODIDOMINICM ( Units) z) ?NAME=- J-G?4 ADDRESS: -1 l O-D 1-ksz-> ic CITY, STATE, ZIP: PxoNE: 544 40"1 1 3) i NAME: ADDRESS: CITY, STATE, ZIP: PHONE: Plumbers License: I? Active Expired Not recorded Sta Initial 3=+. OCC4 PAiV!£%OWNII7 ADDRESS: CITY, STATE, ZIP: PHONE: g) s a •?• • ?e ??a STORM SE41ER PERMIT - CONTACT ENGINEERING a CONNECTION T?LGITY SEWII2 E3 CONNECTION TO CITY WATII2 O TAPS 6) ?? ?Z-kla ************************««*******?****,:*,:•?*,:*****?*****,:****?-x*+?*?«****?*?***???*?***?*??***+**?*? * THEE GOLD COPY OF 'I4IE PERMIT WILL BE SE[1I' DIE2ECTLY 7+C7 PL?ffi,IC WORKS 7U FACILITATE MEiM PICK-UP. ? .*k PLEASE ALLOW 740 WORKING DAYS FOR PROCFSSING. SOMEONE FROM TM CITY WILL COISfALT YOLI IF 74ME * * ARE ANY PROSLEM. " ?**,?**??+*,?*****:**??*,t***?*?*?*****??*,r*??****+***+**r***?******,r*?*********+*,r**r**?**?*++?**?***$ MASTER LICENSE # FOR CITY USE ONLY ?x ? . PERMIT # ISS ED /vl s6-1 Pd w/Bldg. Permit FEES: $ $ SEWER PERMIT (INCLUDE SDRCHARGE) $ $ 1 WATER PERMIT (INCLUDE SURCHARGE) vL--- $ $ WATER METER/COPPERHORN/OOTSIDE READER $ $ WATER TAP (INCLODE CORPORATION STOP) $ $ SEWER TAP $ $ ACCOLNT DEPOSIT - SEWER $ $ ACCOLNT DEPOSIT - WATER $ $ WAC $ $ SAC $ $ TRLNK WATER ASSESSMENT $ $ TRUNK SEWER ASSESSMENT $ $ LATERAL BENEFIT/TRLNK SEWER $ $LATERAL BENEFIT/TRUNK WATER $ $ WATER TREATMENT PLANT SURCHARGE $ $ OTHER: $ TOTAL RECEIPT RECEIPT DOES DTILITY CONNECTION REQLIRE EXCAVATION IN POBLIC RIGHT OF WAY? F--j YES IF YES, THEN A"PERMIT FOR WORK WITAIN PUBLIC Q ROADWAY" MUST BE ISSUED BY THE EIVGINEERING NO DIVISION. LIST AS A CONDSTION. SUBJECT TO THE FOLLOWING CONDITIONS: APPROVED BY; TITLE: DATE: ?? . ?c Y {}' December 6, 19$$ EGAN & SONS 7100 MEDICINE LAKE RD MINNEAPOLIS, MN 55427 RE: 655 LONE OAK DR., L1, B1, CRAY ADD WARNING: BEFORE DIGGING, CALL LOCAL OTZLITIFS - TELEPHONE, ELECTRIC, G9S, ETC. - REQIIIRED BY L9W _ Your Sewer and Water Permit for the above property has been completed. It will be held at the Public Works Garage (3501 Coaehman Road) until the meter is picked up. BE SURE TO CALL PIIBLIC WORSS (454-5220) FOR YOQR PERMANENT WATER TIIRN ON. Your Sewer and Water Permit for the above property cannot be completed for the following reason: _ Your Sewer and Water Permit for the above property has been completed, however, the meter cannot be issued or occupancy allowed until further nnti r±a_ CONAtERCIAL PROJECTS ONLY XX Your (Temporary) Water Permit for the above property has been completed. It will be held at the Public Works Garage (3501 Coachman Road) until the meter is picked up. Sincerely, Jan Severson Secretary JS EEff}k) v- Sa05 • 6wx-p- ikKal '%? • sy?-tlljl CITY OF EAGAN PERMIT & IN3PECTIONS REQUIRED OF ONDER(iROIIND SPRINRLER SYSTEMS BOULEnARD SPRINRLERS 1989 A plumbinq permit and water permit are required for sprinkler systems. The inside water line and back flow prevention must be inspected by the City plumbing inspector. Contacts for inspections are as follows: 454-5220 Public Works Dept. - water permit inspection. 454-8100 Building Inspections Division - for inside plumbing inspection. 454-8100 Utility Billing Dept. - water meter fees. Inspection hours are between 8:30 A.M. and 3:30 P.M., Monday thru Friday. All A.M. inspection requests should be made on the preceding work day. All P.M. inspection requests will be accepted until 12:00 noon the same day. OFFICE II3E ONLY BOULEVARD SPRINKLER SYSTEM FEES FOR COMMERCIAL PROJECTS Development area to be sprinklered 6/!-r-f- a4? ! S-f? o?¢ ?'LL'?e`°_`P Water Permit $ 10.00 Plumbing Permit State Surcharge 20.00 1.00 Ta?k t ? l.oa BOULEVARD SPRINKLER SYSTEM FEES FOR RESIDENTIAL PROJECTS Development area to be sprinklered Water Permit Plumbing Permit State Surcharge WAC Water Tr. Plant TOTAL DUE: $ 10.00 12.00 1.00 580.00 (PER METER) 228.00 (PER METER) S • CITY OF EAGAN APPUCATION FOR PERMIT SEWER AND/OR WATER CONNECTION :*lOTS': PAYMEb7P OF FFE AT TIME OF APrLxcATIoN noFS riom oCNsrrnnE rPrxovAw oF PERMIT. INSPDCTION OF SEFM ADID/OR WATII2 TnlsrArsaTrONS WII,L NOT BE SCHED- tnID [7rrrII, rEPMT xAs Bmv aprxovm. tr ase rint) 1) PROPERTY ADDRESS: LEGAL DESCRIPTION: ?j? (a?? ?_ Lot B ock Subdivi ion or Tax Parcel ID ) IF EXISTIAG STRCCIL?RE, DATE OF ORIGINAL B[7ILDING pERM2T ISSC'ANCE: ' ' PRFSENT 7ANING/PROPOSID t'SE: (Mont Year ? CMERrIALARETAIL/CrIFICE ?f R-I SINGLE FAMILY r7 IAIDL?STRIAL ? R-2 DL'PLEX (Tkv L?nits) ? INSTITLTIONAL/GOVMW0jT ? R-3 70WNi00SE (Three + Units) ( Units) . p R-4 APARTmNi'/COAIDOMINlDM Uni.ts ) 2) ? NAME: G I ?+. S: ?o: ADDRESS: fZ- Lr'ie-a_ 'F-eA-o CITY. STATE. ZIP:_ PxorE:_ ?4-a? 41 ? I . 3) • ,:?. NAME: ' ADDRFSS: ? CITY, STATE, ZIP: PFiONE: MASTER LICETISE# 4) •• w011 NAME: .ADDRFSS: CITY, STp,TE, ZIP: PHONE: ActiVe FScpired Not recorded St Initial 5) " «: • ?• : ? • o? „ ?? ? CONNF.(.TION 1O CITY SEWIIt ?g CpNNECpION 2U CITY WATER rl pMM '. . 6) ibifelA • r El PLFASE HOI,D APPROVED PERMIT FC)R PICK-UP BY ONE OF AHOVE E MMP APPROVID PECtMIT TO 1, 2, 3, 4, AHOVE (Circle one) 7) -? ?r?.J.--. ?, 1 2,/-1 I?? FOR CITY USE aNLY PERMIT # ISSUED Pd w/Bldg. Permit $ $ S $ S $ $ S FEES: s ?P' ?e?- ? cva-?? s l?.?a? - ?u?G $4 $ /.(1?,eC? ct,4 C?9'?'?rnJ $ $ $ D? 'D -27s RECEIPT RECEIPT ? ti . SEWER PERMIT (INCLUDE SORCHARGE) WATER PERMIT (INCLDDE SDRCHARGE) WATER METER/COPPERHORN/OUTSIDE READER WATER TAP (INCLUDE CORPORATION STOP) SEWER TAP ACCOUNT DEPOSIT - SEWER ACCOUNT DEPOSIT - WATER WAC SAC TRDNK WATER ASSESSMENT TRUNK SEWER ASSESSMENT LATERAL BENEFIT/TRUNK SEWER LATERAL BENEFIT/TRONK WATER WATER TREATMENT PLANT SLRCHARGE OTHER: TOTAL DOES LTILITY CONNECTION REQUIRE EXCAVATION IN PUBLIC RIGHT OF WAY? ? YES IF YES, THEN A"PERMIT FOR WORK WITHIN PUBLIC Q ROADWAY" MUST BE ISSUED BY THE ENGINEERING NO DIVISION. LZST AS A CONDITION. SUBJECT TO THE FOLLOWING CbNDITIONS: APPROVED BY: TITLE: . DATE: H 3?Fs (' 2000 BUII,DING PERMIT APPLICATION (COMMERCIAI.) CITY OF EAGAN 651-681-4675 c-, G2g_ ? Foundation Onl New Construction Interior Im rovement • SWctu21 Plans (2 sets) . Nchitedurel Plans (2 sefs) . Architectural Plans (2 sets) • Crvil Plans (2 sefs) . SWcWral Plans (2 set5) • Code Malysis (t) ° • Certificate of Suney (1) • Civil Plans (2 sefs) . project Specs (1 set) • Code Malysis (1) " • Landspping Plans (25ets) • Key Plan (1) . Project5pecs (1) • CodeAnaiysis (i) ° . Master Exit Plan (t) • Spec. Insp. & Tes6ng Schedule " • CerGficate of Survey (1) • Energy Calculations (t) not always" • 5oils Report (1) • Spec. Insp. & Testing Schedule (1) " . Elec. Power & Lighting Form (1) not always" • Meter size must be estabfished • Meter size must be established • Meter size must 6e established - if appliW6le • PrqectSpecs (t) i • EnergyCalculations (1) •' 1 1 • Eiectric Power & Lighting Form (1) 1 • Mas[er Exit Pian (1) 1 1 • Fire ProlettlOn Plan (1) 1 • SoilsReport (1) j • MGES SAC determination lattef . MC/ES SAC delertnination letter . MGES SAC deiermina6on {erier p11651$02-1000 tall 651-602-1000 call 651-602-1000 wniea ounainy inspecnons ror Sample - Food & beverage or lodging facilities: Plan must be submitted to Minnesota DepaAment of Health - call 651-215-0700 for details. DATE: lt)/? /Do WORK TYPE: _ NEW X REMODEL CONSTRUCTION COST: ! I OvD_ d DESCRIPTION OF WORK: TENANT NAME? S G Z -rol, FORMER TENANT NAME: Cr0.\( RQSeq'[L?n ^ SITEADDRESS: LSS LO?? DnlvP, LOT?BLOCK?SUBD?/`a Nazne: W ?(u+k Nt?,Phone#: L PROPERTY Last F'ust OWNER Street Address: G S5 ?re DR1` y? "' VC Ciry I;dnaa?n State: /Y111? Zip: ?r$, jZ } Company: Wniva Qtbpe,lrAS Unrk?ncY?av? pbone#: SZ COPdTRACTOR ,-I Street Address: I5-0 City 66Uvinq6 State: itJ11 Zip: ARCHITECT/ )? j?_I p r ENGINEER Company: 111ri1TC(? I?Pti(?'1CS tv51QV1 6@1 Phone#: (qJfZ ) gq3`,8gj?'' Name: {^d ?5? re.fl??l?, i f 5 Registrarion #: Z 0LI&q Street Address: '?&w W, Ciry _ 96111410'n State: Afil Zip: SsI?j Licensed plumber fnstallina sewer/water: Phone #: L? Meter Size: I hereby acknowledge that I have read this application, state that the information is conect, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: ? ?"I 7"b?d9? ` ?rn SUITE #: S?' F Y 811?• r OFFlCE USE ONLY BUILDING PERMIT SUBTYPE ? 01 Foundation ? 26 Public Facility ? 30 Accessory Bldg. ? 14 Apartments ? 27 Commercial/Industrial ? 32 ExtAlt - Apts. ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt - Comm. ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt - PF WORK TYPE ????045? ? 31 New ? 34 ? 32 Addition ? 35 ? 33 Alterations ? 36 GENERAL INFORMATION Census Code -42E,7 SAC Code ? No. of Units ? No. of Bidgs. Const. (Actual) (Allowable) UBC Occupancy ? M?? - 'PA-TZFt IN&, FLCoP;- f 6,Sf U IJfys Repair ? 37 Demolish Bldg. ? 43 Tenant Impr )k 38 Demolish (Interior) ? 44 Move Bldg. ? 42 Demoiish (Found) ? 45 ? 46 Zoning # of Stories Length Width Basement sq. ft. First Floor sq. ft. sq.ft. MISCELLANEOUS INSPECTIONS ? Gas Service Test ? Heating ? Insulation APPROVALS Planning Building 01? Engineering Reroof Siding Fire Repair Windows/Doors sq. ft. sq. ft. sq.ft. sq. ft. MC/ES 5ystem City Water Fire Sprinklered ? Plumbing I ? Stucco/Stone j Variance Permit Fee Surcharge Plan Review ??-- MC/ES SAC City SAC Water Supply 8 Storage S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies 1 ?'7 ? ?1- (" Total 1 ??e? VALUATION:$ 66 'G6CJ--- % SAC SAC Units Meter Size T t ? eL I CITY USE ONLY SUBO. APPROVED BY: INSPECTOR PERMIT#: ''f --? S`l 9 RECEIPT#: RECEIPT DATE: I I -J'd 0 2000 MECHANICAL PERMiT (COMM£RC[i41.) CITY OF Ek6" 3$30 P1LOT KNO$ iiD EAee?N,1K1v 55122 651-6$1-4675 Please complete for: all commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit DATE: WORK TYPE: New conshuction Install U.G. Tank Y? Iaterior Improvement _ Remove U.G. Tank _ Processed Piping When installing/removing underground tank, call 651-681-4675 for inspectian by frre marshal and plumbii:g inspector. Description of work: ( c/ Fees: 1% of conhact price OR $30.00 minimum fee, whichever is greater. /?? Underground tank removaUinstallation = minimum fee 3i4d # c Contract pdce: $ x 1%= $ (Base Fee) State surchazge calculate at $.50 for eac6 $1,000 Base Fee TOTAL TENANI' NAME (IMPROVEMENTS ONL1)": s C/S! 'S a SITEADDRESS: ()Iv? OWNER NAME: ] L" Z PHONE #: (AREA CODE) WAS THERE A PREVIOUS TENANT IN THIS SPACE? /` Y N. NAME: INSTALLER: S' 5.?. rf ,'?t?Y> ?- ADDRESS:_ -/?tH 74t; PHONE#: L?- 7G5 r, Co / 7 (AREA CODE) CTI'1': S?, t!1-? L STATE: M N ZIP: SIGNATURE OF?PfiR vIITTEE vw CITY USE ONLY L ? BL ? PERMIT#: SUBD. CO-? ?-RECEIPT#: APPROVEO BY: Wn , INSPECTOR RECEIPT DATE: 2000 M£CfiANICAL PMIT (COMMERCIAL) Cl'i'Y OF £A&i4N 3$30 P1LOT KNOB iiD £AfiAN, IYIN 55182 651-6$1-4675 Piease complete for: all commerciai/indusVial buildings multi-family buiidings when separate permits are not required for each dwelling unit DATE: 10' Z. 7- C/ C/ WORK 1'YPE: New construction Install U.G. Tank G Interior Improvement _ Remove U.G. Tank _ Processed Piping When installing/removing underground tank, call 651-68I4675 jor inspectiol: by fre marshal and plumbing inspeclor. Descriphonofwork: IV L?^C_ t-?-w il?Za ?[t) /JfFOW Fees: 1% of contract price OR $30.00 minimum fee, whichever is greater. /00nJ 5 Underground tank removaUinstallation = minimum fee Contract price: $ re-e)r_j x I%_$ 7CZ: State surchazge U TOTAL $ 7G(i, S (Base Fee) calculate at $.50 for each $1,000 Base Fee SITE ADDRESS: I TENANT NAME (IIvIPROVEMENTS ONL1): 1V lz_ OWNER NAME: PHONE #: (AREA CODE) WAS THERE A PREVIOUS TENAN'f IN THIS SPACE? Y N. NAME: INSTALLER: ?SLi e e- /iN e ADDRESS:_?OG PHONE#: 7(?S6 (o/ ? (AREA CODE) ciTY: S-I.Pc'?s STATE: Mi ?,.-) zip: SS/v 7 SIGNATURE OF PERAQ?TTEE b I Iy ?0,5L) CITY USE ONLY I ? ? BL PERMIT#: I -I 3? _?)_ SUBD. APPROVED BY:? INSPECTOR RECEIPT#: RECEIPT DATE: l ? - -??--C) v r ' 2000 MECiiANICAL P£ltMIT (COMMEiCIAL) CITY OF Ek&14N 3$30 P1LOT KNOB fiD E4fiAN. MN 5518E 651-6$1-4675 Please complete for: ail commercial/industrial buildings multi-family buiidings when separate permits are not required for each dwelling unit DATE: C; C_ WORK T1'PE: New construction Install U.G. Tank X Interior Improvement _ Remove U.G. Tauk _ Processed Piping When installing/removing undergraund tank, cal! 651-681-4675 for inspection by fre marshal and plumbing inspector. Description of work: Fees: 1% of contract price OR $30.00 minimum fee, whichever is greater. Underground tank removaUinstallation = minimum fee I' -' . GC j Contractprice: $ Ri' PC xl%=$ (BaseFee) State surcharge calculare at $.50 for each $1,000 Base Fee TOTAL < $ jC SITE ADDRESS: Cc 5'1 6" A. t (;,a t? ) 1 h2 ???? OWNER NAME: ? (-T T PHONE #: (AREA CODE) TENANTNAME(IMPROVEMENTSONLI): T/r _`w"/e'S 'y 7,c'a?ti?s?c, WAS THERE A PREVIOUS TENANT IN THIS SPACE? XY N. NAME: INSTALLER: _ra Li?S.-1.? ADDRESS: cPHONE #: 6 5/ -> (-- S O?o (AREA CODE) CITY: STATE: H .- ZIP: 5 S/U 7 SIGNATURE OF PERMMEE ***********************?*************** CITY OF EAGAN CASHIER: JS TERMINAL NO: 695 DATE: 09/27/00 TIME: 13:35:25 ID: NAME: MIDU'?ST CEDAR TIMBERROOF CO 3210 9001 4614 PARKRDG DR 818.75 3422 9001 4615' PARKRDG DR 532.19 2155 9001 655 LONE OK DR 37.50 Total Receipt Amount: 1,388.44 CR137918 USER ID: JAN 2000 BUII,DING PERMIT APPLICATION CITY OF EAGAN 651-681-4675 (COMMERCIAL) n. O? 1 n,. A n n ? ?.At n I Foundation Onl New Construction Interior Im rovement • SWdurel Plans (2 sets) . ArchitecWrel Ptans (2 sets) • ArchitecWral Plans (2 sets) • Civil Plans (2 sets) • SWCturel Plans (2 sets) - Code Malysis (1) •• . Certifirate of Surve Y(? ) , Civil Plans (2 sets) • Projact Specs (1 set) • Code Malysis (1) " . Landscaping Plans (2 sets) . Key Plan (1) • Prqect Specs (1) . Code Malysis (1) '• . Master Exit Plan (t) • Spec. Insp. 8 Tesfing Schedule " . Certifipte of Survey (1) . Energy Calculations (1) not always" • 5oils Report (1) . Spec. Insp. & Testing Schedule (1) •' . Elec. Pawer & Lightlng Form (1) not always•• . Meter size must be established . Meter size must be estabiished • Meter size must be established - if applicable • ProjedSpecs (1) 1 • EnergyCalculalions (t) •' 1 1 . Electric Pawer 8 Lightlng Fortn (1) •• 1 1 • Master Ezit Plan (1) j 1 . Fire Protdctlon Plan (1) '• 1 I 1 • Soils Report (1) l ;• MClES SAC determination letter . MC/ES SAC detertnination letter • MClES SAC determination letter ? ca11 65 7-602-1000 ca11651-602-1000 ca11651-602-1000 concact esunoing inspecuons tor sample Food & beverage or lodging facilities:'Plan must be submitted to Minnesota DepaAment of Health - call 651-215-0700 for details. DATE: a/ LZ/Ov WORKTYPE: _ NEW -9 REMODEL CONSTRUCTIONCOST: 4SU00-V ioo DESCRIPTION OF WORK: QQ}U CCY1+V ftVAlNAe? TENANTNAME: 5iliCOV1 GrqV?iLc, SUITE#: Build;ylq ? -? FORMER TENANT NAME: CYA,V ReSeqYCIn SITE ADDRESS: ?SS LoYt2 Nl(. OY'iY LOT I BLOCK _?_ SUBD !11e2 Name: \NRMMPW Phone#: () PROPERTY Last Fust OWNER Street Address: ? (.MC ObV ? riY2 City EA" State: AN Zip: SSjZI CONTRACTOR Company: (AnitQd P(pDt(}-%QC COYISd'!' UIGi'tln Phonei}: ? q5Z ) ga3-'??$- StreetAddress: ? 1AI. IgU'h, cS'}'y'2p4"', $l,,i+f. )sd ? City {WOONtiN'SOp State: /YIIJ Zip: s5`?31 IQ! ARCHITECT! ENGINEER Company: Ni Q gY iQ, &5I VI G u Name: hroCn qaGl Ke. Phone #: ( i5Z ) 'fR3- gg76- Registration #: Street Address:?S?(? Sln?t?'C 155 City IJlWWS1Y1Q* , State: Zip: 575-q 31 Licensed plumber installina sewer/water: j1rI'4 Phone #: Meter Size: I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with ali applicable State of MinnesoW Siatutes and City of Eagan Ordinances. Signature of Applicant: __7?ivl ??A, OFFICE USE ONLY BUILDING PERMIT SUBTYPE ? 01 Foundation ? 26 Public Facility ? 30 Accessory Bldg. ? 14 Apartments ?27 Commercial/industrial ? 32 Ext Alt - Apts. ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt - Comm ? 25 Miscellaneous ? 29 Antennae . ? 35 Ext Alt - PF WORK TYPE ? 31 New ? 32 Addition x 33 Alterations GENERAL INFOi Census Code SAC Code No, of Units No. of Bldgs. Const. (Actual) (Allowable) UBC Occupancy ? 34 Repair ? 37 Demolish Bldg. ? 43 Reroof ? 35 Tenant Impr ? 38 Demolish (Interior) ? 44 Siding ? 36 Move Bldg. ? 42 Demolish (Found) ? 45 Fire Repair TION ? 46 Windows/Doors 32 Zoning T) sq. ft. 30 # of Stories sq. ft. C> I Length Width sq, ft. ? ? Basement sq. Fi t Fl ft. sq. ft. MC/ES System rs oor sq. ft. City Water sq. ft. Fire Sprinklered ? MISCELLANEOUS INSPECTIONS ? Gas Service Test ? Heating APPROVALS Planning Permit Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality ? Insulation Buiiding Engineering -T VALUATION:$ _ Ls-0 `s?Ja.I ol Other Copies % SAC SAC Units Meter Size ? Plumbing ? Stucco/Stone Variance I5_DDO 1- ._ Total I I ?S?S , L} q Zamansky Professional Association 3907 IDS'Cower Saint Paul Building 80 South Eigluh Street 6 West Fiftli Street Minneapolis, MN 55402 (612) 340-9720 Sain[ Paul, MN 55102 (651) 297-6400 Telecopier (612) 340-9662 December 13, 2000 Reply to Minneapolis Office Mayor and Members of the City Council of the City of Eagan . 3830 Pilot Knob Road Eagan, MN 55122 655 lOne Oak Ur, Deaz Mayor and Members of the City Council: I write to you as legal counsel for=Silicon 6raphics;-Inc.("Silicon Graphics"). Silicon Graphics is planning on building two new buildings in Eagan. The successfiil planning of the City of Eagan was very evident in a meeting in which I participated with Mr. Michael Dougheriy, as legal counsel for the City, and Mr. Mike Ridley from the Planning Department. The thoroughness of the review of the proposed project was made so efficient through the leadership of City Manager Mr. Tom Hedges and the elected officials of the City of Eagan. Having this planning in place helped to make the decision of Silicon Graphics to select this site as the home for its new buildings. On behalf of Silicon Graphics, I want to congratulate the City of Eagan for its outstanding planning. Congratulations on a job well done! Very truly yours, ZAMANSKY PROFESSIONAL ASSOCIATION 4Zn Rony raz\letters\39014 10\4024.wpd/cm I ca Mr. Tom Hedges Mr. Michael Dougherty Mr. Mike Ridley Silicon Graphics, IncJAttn: Mr. Michael Hirahara United Properties/Attn: Mr. Brian Carey FAEGRE & BENSON LLr 2200 NORWEST CENTEA, 90 SOlITH SPVEN7II STREET IVTINNEAPOLIS, IV$NNE507A 554 0 2-39 01 J BREVDAN REGAN iELEPHONE 612336-3000 brcgati@faegre com FACSIMILE 6123363026 612/336-3343 September 28, 1999 Jerry Wobschall City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 Re: ¢55 Lone Oak Drive: Lot 1. Block 1 Cray 2d Addition ) Dear Jerry: I endose a copy of the Development Contract about which we spoke on the phone yesterday. I also enclose a form of certification that would appease the title company if you would be kind enough to have the same executed. I drafted it so as to permit the C ity to make as nanow of a certification as possible-simply that there are no outstanding ohligations under the named instrument, and nothing more. If you have any questions ar concerns, please contact me. The closing, initially scheduled for yesterday, has been delayed until 'Thursday, September 30. Perhaps you could fax me a copy in advance of sending me the original by mail to expedite matters. Thank you so much for your assistance. 4BrenVe u ??dan Regant.?? JBR:regjb Enclosures Nll 543575 01 Minneapolis Denver Des Moines London Frank(urt MEMO TO: FILE FROM: CRAIG E. RNODSBN DATS: NOVF.lB$R 24, 1986 SUHJECT: LONE OAR - FINANCIAL GOARANTSS R.ST.RAS$ This memo is to put into record the release of the Financial Guarantee for Lone Oak Addition. On November 18, 1986 the City Council accepted the streets and utilities for perpetual maintenance. This was done upon notification from Craig Larson of Bonestroo's office stating that all streets and utilities were in conformance with the City specifications. Due to that acceptance and the completion of all other developer responsibilities, the Lone Oak Financial Guarantee supplied by Laukka-Beck-Eagan was released on November 21, 1986. ?- ? kjt?tit ring Technician CK/cks September a q , 1999 Commonwealth Land Title Insurance Company 255 Park Square Court 400 Sibley Street St. Paul, Minnesota 55101 Attn: Paula Hendrickson Ladies and Gentlemen: The City of Eagan hereby certifies, or re-certifies as the case may be, its "written acceptance," as that term is used in Section 14A of that certain "City of Eagan Lone Oak Development Contract" dated the 7th day of May, 1985, by and between the City of Eagan, a municipality of the State of Minnesota, and Laukka=Beck-Eagan, a Minnesota partnership, and by so certifying herein the City of Eagan acknowledges that no fees, assessments, or obligations of any kind remain unsatisfied under that certain aforementioned agreement. Sincerely, Name C S ? N.O t a Vie Title F;..,eNCe 10:r4 r C -« < M 1:543371.01 GI? - 336- 3'0'"* ne Oak, Block 1, Lot 1, area assessment for commercial/industrial: __EM QUANTITY RATE AMOUNT Trunk Area Water 65. Acres * $3,020.00/ac. $196,300.00 * Net area and amount are subject to change. Pond area has not been computed as of 4-30-85. These asseasments shall be paid in full within 30 days of final drainage plan approval or spread as special assessments in accordance with the attached Exhibit "D", Waiver of Hearing/Authorization for Special Asaessments. 13. Guaranty. The Developer guarantees all work required to be performed by it hereunder for a period of two (2) years subsequent to written acceptance of same by the CiCy against both poor material and faulty workmanship and sha11 be solely responsible for the cost and expenae to perform all required repair work to City standards within 30 daya of written notification by the City. 14. Escrow Release. A. Developer Installed Improvements. Periodically upon Developer's written request and upon completion and acceptance by the City of any Developer installed improvements, a like percentage of that portion of the subdivision bond, letter of credit, or collateral agreement covering those specific improvements shall be released, except, however, the final twenty (20X) percent of the subaivision bond, letter of credit, or collateral agreement shall be held until a final inapaction and written acceptance of ?all developer installed improvements have been performed by the City. At the time of final acceptance of all construction items, if it is determined by the City that the approved plans and specifications were not strictly adhered to, oi that work was done without City inspection, the City may require as a condition of acceptance, that the 14 Developer post a subdiviaion bond, letter of credit, or colLateral agreement equal to 125% of the estimatea amount necessary to correct the deficiency or to protect against deficiencies arising therefrom. Said bond, letter of credit, or collateral agreement shall remain in force for such time as the City deems neceasary,not to exceed five (5) years. In the event that work, now concealed, was done without permitting City inspection, the City may, in the alternative, require the conceal<d condition to be exposed for inspection purposes. B. City Installed Improvements. Periodically, upon the Developer's written requeat with certification from the County that the related assessmenta from the City installed improvements have heen paid, a like amount of the financial guarantee can be reduced or released. However, any request and subsequent reduction shall be equal to at Least 20% of the assessment obligation of the entire subaivision. 15. Owner's Duties. The terms of this Development Contract ahall, unless otherwise specified herein, not be considered an affirmative duty upon the Owner to complete any improvement herein, except that the City may, as provided in paragraph 8"Default by Developer" herein, perform work which the Developer has failed to complete and which is necessary to complete the present phase of construction or which is necessary to provide utility or stree[ facilities to adjacent or non-adjacent development and assess the cost of said work againat the benefited property. 16. Additional Improvements. Should the Developer request the City to perform any work which the Developer is required ta perform hereunder, the City, at its option, may install and a construct any work or improvementa required herein to be made by the Developer. If the City makes any such 15 2005 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 Fax # 651-675-5694 Requirements: 2 complete sets of drawings and specifications cut sheets on materials and com onenu to be used Date ? / 1-1 / C-;05 Site Address: (05tS Lo"e, ca, Tenant / Building Name: SAColpF? ALLAU ? S?u?1Neu u(.U?'r=C(ZAVF- akau The Applicant is: Owner ? Contractor _ Other PROPERTY OWNER G ?Lj6i3 Address: City: State: ? l1 ziP: 5510z CONTRACTOR A'IN License #: Address: lysT WY tc> City: E 4- State: ??. Zip: 5-) Phone #: ESTIMATED COMPLETION DATE: I /?_ / 2ov? FIRE PERMIT TYPE: X, 3prinkler System (# of heads?) _ Fire Pump _ Standpipe T7> IoSD Other: 4k, 1.'4? y 2J''I WORK TYPE: _ New k Addition ? Alterations X Remodel Other: DESCRIPTION OF WORK: Commercial _ Residential _ Educational Other: o_ zut Please continue on reverse side gy ?? PERMIT FEE: $50.50 Minimum Fee (includes State Surcharge) Contract Value $? x A1 =$ 2? ?f lp .?( Permit Fee • If Permit Fee is $1,000 or less, add $.50 => $ ?.? State Surcharge If Permit Fee is over $1,000, add $.50 per $1.000 Permit Fee 3/4" Displacement Fire Meter - $161.00 $ TOTAL FEE: I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. ??O ?- ?EC? Lsi'?i»u.t-? ApplicanYs Printed Name Applic 's Signature DO NOT WRITE BELOW THIS LINE REQYJIRED INSPECTIONS Hydrostatic _ Flow Alazm _ Drain Test ? Rough In _ Trip _ Pump Test _ Central Station A Final Conditions of Issuance: Permit Approved by: Date: ? . • D_n6,c?;- 366#'COMMERCIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 So Telephone # 651-675-5675 Please complete for: commerciaUindustrial buildings multi-family buildings when separa[e pemvts aze not required for each dwelling unit Da[e OI /21 /05 Site Street Address [o?'J 5 Lont c4.k, pr i vt Unit # Tenant Name (if applicable) tco lab °-?"?L E6 ? Previous Tenant Name Property Owner F? la.o Telephone #( ) Contractor A4,+iS Ccv?+.pQ • S StreetAddress 909 A'?ow4?ta,? CircAC City S} pau,l State /A A/ Zip 1,;S I Q 2 Telephone #( 65 I??o? -115dd' Bond #: Expires: The Applicant is _ Owner ? Contractor _ Other Work Type New Construction _ Underground Tank _ Install _Remove *"see below ? Interior Improvement _ Install Piping _ Processed _Gas Nature of Work: 7R?_ -?-a-? -?-s?- CiA NPGea. u? **When installing/removing underground tank, caH forinspection by Fire Marshal and Plumbing Inspectoi Pel'D7i[ Fees: $70.50 Underground tank installation/removal $50.50 Minimum (incWdes State Surcharge) or Conhact Value $ S 2 Lo E 00o x 1°/a = $ ?y t oo . o? Pemilt Fee • If nermit fee is $1,000 or less, add $.50 ? $ i . o S State Surcharge If nermit fee is over $1,000, add $.50 for every $1,000 nermit fee $ 2( o I. 0 5 To[al Fee 1 heteby apply Tor a CommOreial Mechanical Yemlt[ ancl aelmowletlge tna[ tne wiormanon is compieie anu accwaic, u,aL u.c wv.n will be in conformance with the ordinances and codes of the City of Eagan and with the Mechanical Codes; that I understand tlus is not a perxnit, but only an applicarion for a pertnit, and work is not to start without a pertnih, that the work will be in accordance with the approved plan in the case oFwork which requires a review and approval of plans.? G{-l-A2tcg -A _ „_T_ii ApplicanPs Prirned Name ApplicanYs Signature IK JMNW2 0095 '?I k Approved By: ?' D t- 3 t- 0? , Inspector Date: t - Z`f'- o S 7?,o L ? 2684COVIMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN NIN 55122 ffi'?oo ? 651-675-5675 Date & t / Z 1 / as Site Address USS L• 6 K(J r? Ve Unit # Tenant Name Former TenantName Property Owner FCo u'?] Telephone #( ) Contractor IAn ' b ? ?xo 1. S Address Ma `104 Mo.s.i/tg,? ?;.clt City S+ P?I State Ift ii M/V Zip SS lA'l. Telephone # (p51 ) `uioZ - Co500 The Applicant is _ Owner Contractor _ Other Work Type _ New Bldg Add-on _ Repair RPZ _ PVB _ Irrigation system * * Rain sensors re uired. Jer Wobsc6a11 to calcula[e fees. DescripHon of Work "c1-5L_ lp? .e?- (ki..- To inquire ifPressure Reducing Valve is required on new s ice, call 651675-5646 Meters - Call 651-675-5300 to verify that hydrostatic, conductiviry, and bacteria tests passed nrior to oickine uo meter. Irrigation Size & Type Avg GPM 2" turbo req'd uuless smaller size allowed by Public Works Fire Size & Price 3/4" disolacement $155.00 Domestic Size & T}pe Avg GPM Includes high demand devices? _ Yes _ No F7ushometers ( Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) Conuact Value s tk3 D1 ooD x 1% _$ Base Fee g ivleter(s) Required on all new 6uildings & boulevazd irrieation svstems $ Radio Meter Read If base fee is $1,000 or less, surcharge is $.SO $ ?50 $tat0 $utCt73ig0 If base fee is over $I,OOQ surcharge is $.50 per $1,000 of the Base Fee Following fees apply only when installing new irrigation system Water Pernrit ? Contact ]erry Wobschall at 65I-675-5024 forrequired fee amounts $ Treatrnent Plant $ $ $ ?.ov . 50 i here6y apply for a Commercial Plumbing Permit and acknowledge that the informatwn ts compiete ana conformance with the ordinances and codes of the City of Eagan and wI[h the Plumbing Codes; that I understa application for a permit, and work is not to start without a permit; that the work will be in accordance with the appmved plan in the case of work which requires a review and approval of plans. IicanPs ApplicanYS Printed Name Signature ? CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. _ Air Tcst _ Gas Tes[ _ Rough In _ Final PLANS SUBMITTED APPROVED BY: -5p gUILDIIVG INSPECTOR General Information • Radio Meter Read (required on all new buildings & boulevard irrigation systems- $141.00 • RPZ's must be rebuilt every five years. A minimum fee permit per address is required for RPZ rebuilding or repairing. • Water meters include copper hom/strainer, remote wire, and touch-pad meter. METERS REOUIRINC A 4-HOUR ADVANCE NOTiCF. PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residential $121.00 4-120 1-1/2" irrigation syst $ 788.00 displacement sm commercial turbine'* must reCeive maximum approval crn,rinuous to from Public Works 2-30 3!4" lawn irrigation $155.00 4-160 2" turbine Ig inigation syst $ 992.00 mazimum displacement residential & continuous sm commercial production lines Ig 3-50 1" displacement very Ig res $200.00 1/4 to 160 2" compound bldgs over $ 1,880.00 bldg to 24 units 65 units maximum sm commercial & concinuous & Ig comm bldgs ZS irri ation s stems 5-100 1-1/2" bldgs 25-64 units $488.00 maximum displacement & cuntinuous most comm bldgs 50 METERS RF,OUfR1NC 30-DAY ADVANCE NOTICE PRIOR TO PfCK UP CPM METF.RS USB PRICF, GPM M6TERS USC PRICF. 5-350 3" tm•bine very Ig in-igation $1,338.011 6-500 4" compnund +300 unit bldgs Sc $3,749.00 s,yst & production very Ig comm bldgs lines it2-320 3" cmnpound +200 unit 61dgs $2,407.00 10-1000 6" compound +400 unit bldgs $6,124.00 venIg comm b1Ugs very Ig wmm blUes lg_IU00 4" turbine very Ig irrigatiun 52,384.00 syst & production lines To schedule inspection oFthe inside water line and backflow preventer, ca11 65 1-67 5-5 675. • To azrange for water tum-on, call 651-675-5300. ec. Main[enence Division Clerical Technician Upda[ed 5104 UALL MARKET TRANSACTION: REAL ESTATE Property: Future Research and Development Facility for Ecolab Buyer Seller Source Sale Date Sale Price Unit Price Net Rentable Area Gross BuildingArea Zoning Utilities Topography and Soil Visibility and Access 655 Lone Oak Drive Eagan, Minnesota Ecolab Inc. CCPRE-Eagan, LLC Buyer April z, 2004 $17,500,000 $34-87 501,8oo (singletenant) 5oi,8oo PD, Planned Development District All available Rolling, assumed stable Good Age: 1989, 1 990 Land Size: 89.65 acres with excess land availa6le and approved for 500,000 square foot expansion Remarks: Large campus/headquarters setting; includes four connected buildings. Buyer intends to renovate buildings and add 24,000 square feet of space. Special features include: data center space with raised flooring, workout center/gym with locker rooms, cafeteria and outdoor athletic fields. A significant amount of personal property was involved in the sale, including office furniture and equipment, kitchen equipment, 5 UPC systems, and exercise equipment. VOIUME 9 NUMIICR 2 - SUMMER L004 VALUATION VIEWPOWT 15 LlY"L SCOPE OF SERVICES S HENHHON COMPANY IS A REAL ESTATE AND BUSINESS VALUATION FIRM, serving both the privare and public seaors throughout the United States. Our unique combination of real estate and busmess valuation expertise allows us to provide a wide range of services and ro offer innovative solutions to difficult valuacion issues. Obtaining accurate and reliable industry information and expertise should play a key role in any decision-making process, and Shenehon Company is dedicated to equipping its clients with [he cools necessary to make informed and knowledgeable decisions regarding their capital investments. Areas of Expertise: • Allocation of purchase price • Asset depreciacion studies • Bankruptcy proceedings • Chari[able donacions • Commercial properties • Condemnation • Contamination impact studies • ESOP/ESO'1' • Estate planning • Feasibiliry analyses • General and limited partnership interescs • Gift tax evaluations • Going public or privaee • Highest and best use studies • Industrial properties • Insurance indemnification • Incangible assec valuation • Internal management decisions • Investment counseling • Land development cost smdies • Lease and rental analyses • Losc profit analyses • Marriage dissolution • Mortgage financing • Mulci-family residential properaes • Municipal redevelopment studies • Pocential sales and purchases • Railroad right-of-ways • Special assessment appeals • Special purpose real escate • Tax abacement proceedings • laac increment financing • Utiliry and communication easements iliriL SHENEHON COMPANY BUSINCSS 6 RfAL ESIAFE VALUATIONS 88 South Tenth Street Minneapolis, Minnesota 55403 (612) 333-6533 Fax:(6tz)344-1635 e-mail: value@shenehon.com www.shenehon.com PRESORT RECE@1PED STANDARD U.S. POSTAGE SEP 16 2004 PAID PERMIT NO. 135 EAGAN ENGINEERING DEPARTMENT Mr. Tam Colbert City of Eagan 3830 Pilot Knob Rd. Eagan MN 55122 Contributors. Q Copynght zooq. This newsletter is published by Shenehon Company reAecnng opinwns about real estate and John Flaherty. WilLam Herber, Stephen Hos<h, busmess valuationz We send it to you wi[h the hope that it will provide mformation valuable [o you. We assume KarenJohansen, DeniseD'Leary, Chnstopher Sto<kness, that you wdl consult your own advisors before taking any action or relying on this publication. Additional copies are Srot Torkelson available upon your cequesi a[ (612) 733-6533 3-ra-?-- k7c? a hu,? C?P 2005 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION City Of Eagan ? 3830 Pilot Knob Road, Eagan Mn 55122 ?'S • S Telephone # 651-675-5675 Fax # 651-675-5694 Requirements: 2 complete sets of drawings and specifications cu[ sheets on materials and comnonents to be uscd Date _Y-/ ( 9 / _0,-5- co515 Site Address: 4%&6 Ln?,IF (?LIL or21VG Tenant / Building Name: CGO L A/3 -4r`4 FL . REn'70CJZ?, L The Applicant is: _ Owner V Contractor _ Other PROPERTY OWNER Address: City: State: Zip: CONTRACTOR SNlELD 1RE, ?2oTI?G'TIO?J MNLicense#: C -0 14 Address: 439Z W. (ZoV"D LAKe City: A2DEwJ /-hLLS State: /4tit Zip: S ,5'! 1 Z Phone #: (p5l - (? 3(c, -71 4l-4 ESTIMATED COMPLETION DATE: SEPT ? 30 / 05 FIRE PERMIT TYPE: ? Sprinkler System (# of heads Fire Pump _ Standpipe Other: WORK TYPE: New Addition Alterations /Remodel Other: DESCRLPTION OF WORK: ? Commercial Residential Educational Other: Please continue on reverse side PERMIT FEE: $50.50 Minimum Fee (includcs Statc Surcharge) Contract Value $ 7SQQ 00 x .01 • If Permit Fee is $1,000 or less, add $.50 => If Permit Fee is over $1,000, add $.50 per $1,000 Permit Fee 3/4" Displacement Fire Meter - $161.00 TOTAL FEE: 00 $ Ex ts'r1ti1G Permit Fee State Surcharge xi /A $ 767, a.Jr0 I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. PoDCRT LI"r_>tzlJtST Applicant's Printed Name os ".'E-- Applicant's Signature DO NOT WRITE BELOW THIS LINE PermitApproved b? en Date _ '350. So A 't 2005 COMMERCIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Ptease complete fan cammerciaUindustrial buildings multi-family buildings when separa[e peanits aze not required for each dwelling unit ;?. pc?_ t_o ( CC,??35 Date f) b / '.-"f ! 01?- Site Street Address LnwE G'ic+_ 1L p? Unit # Tenant Name (if applicable) E(;U I.,$ '14 Previous Tenant Name Property Owner Telephone # ( ) Contractor "?q?? I?AB.?t•Wuhi.. ?.w't-et??crLs StreetAddress '?-Z- ?-WhryAS?tft Si - -,Ie- Iot City ST-9o?A? State M4 Zip Telephone # ( s ? ) `7l't -ppol &ond #; Expires: -} } U V ri CvA ?? • ?? ? ' q3 The Applicant is _ Owner ,X Contractor _ Other Work Type New Construction _ Underground Tank _ Install _Remove **see below ? Interior Improvement _ Install Piping _ Processed _Gas Nature of Work: rEmo t)uJ_ n,ao Twstnu-N5W r-_x1s"RN6 A+ 02t-0\/?5 "*When installing/removing underqround tank, calf for 7nspection by Fire Marshal and Plumbing Inspector Permit Fees: $70.50 Underground taok mstallation/mmoval $5050 Minimum (includes State Surcharge) or q- Contract Value $ 3S io?- ?U x 1% Permit Fee • If pe rmit fee is $1,000 or less, add $.50 => $ ? v State Surchazge If ep rmit Fee is over $1,000, add $.50 For l F ?50 T 350 every $1,000 nermit fee ee ota - $ I hereby apply for a Commercial Mechanical 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 Mechanical Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with [he approved plan in the case of work which requires a review and approval of plans. ApplicanYs Printed Name ApplicanYs Signature 8' -ff Approved By: ? ( ?4^ ?? , [nspector '! ol l g' r s p?'o 2005 FIRE SIIPPRESSION SYSTEMS PERMIT APPLICATION City Of Eagan ? [? 3830 Pilot Knob Road, Eagan Mn 55122 ?, '? Telephone # 651-675-5675 Fax # 651-675-5694 1 j JUL 2 f? 2005 i Requirements: 2 complete sets of drawings and specifications cut sheets on materials and components to be used Date/11?bos ?Site Address: (,,S -S- L-C'>NL Tenant / Building Name: C--CCx_.p"P-s Y?LL?' The Applicant is: _ Owner Ko Contractor _ Other PROPERTY OWNER (_ C?') Address: <:-?-?. City: State: Zip: CONTRACTOR MN License #: C-0 Address: C) L_2?Ul?LC- City: State: NAtA Zip: ?S Phone #: -r7 ?'0b7 ESTIMATED COMPLETION DATE: a S? FIRE PERMIT TYPE: ? Sprinkler System (# of headsBQj _ Fire Pump _ Standpipe Other: WORK TYPE: _ New _ Addition ? Alterations ? Remodel Other: DESCRIPTION OF WORK: X Commercial _ Residential _ Educational Other: Please continue on reverse side PERMIT FEE: $50.50 Minimum Fee (includes State Surcharge) v CD 1 Contract Value $ moU-" x .Ol = $ -permit Fee • If Permit Fee is $1,000 or less, add $.50 =:?- $ State Surcharge If Permit Fee is over $1,000, add $.50 per $1,000 Permit Fee 3/4" Displacement Fire Meter - $161.00 $ TOTAL FEE: $ I hereby apply for a Fire Suppression 5ystem permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the wark will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name pp icant's Signature DO NOT WRITE BELOW THIS LINE REQUIRED INSPECTIONS _ Hydrostatic _ Flow Alarm _ Drain Test ? Rough In Trip _ Pump Test _ Central Station ? Final Conditions of Issuatice: Permit Approve I}ate: "1 D 2? 2005 COMMERCIAL PLUMBING PERMLT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 ? ?? --1-a Date 9 / G(' / vS SiteAddress 6SS C-,l,-e 0,4e- Q2r-?? unjt# B4/» Tenant Name Former Tenant Name Praperty Owner ?Gfst,,¢8 Telephone #V S/ ) Z13 - Z 3v 7 Contractor lloqt2/L,? S Address QD f'? /M/[ 'fY?kte (57jra_C.f--. City State Zip SJ/O ? Telephone #(('p Sl) boz - 6so 0 License # c>p 3`/BS oo!? Expires: ZSl3/ e>S ?- Coa.?+?r?- -657 The Applicant is _ Owner Conhactor _ Other Work Type New Bldg _ Modify Tenant Space RPZ PVB New Repair/Rebuild _ Replace _ Irrigation system Work within public right oF-way/easement _ Yes _ No Rain sensors are re uired on irriation s stems Description of Work ?Qy?G jsf(Y?ey j1'igz; AFL- ?f/e?.? B/?? • Tn7 To inquire if Pressure Reducing Valve is required on new service, call 651-675-5646 Meters - Ca11 65 1-675-5300 to verify tha[ hydrostatic, conductivity, and bacteria tests passed urior to oicldne uo meter. Irrigation Size Bc Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Fire Size & PriceJ 3/4" dis lacement 161.00 Domestic Size & Type` t 2H ? Avg GPM Includes high demand devices? _ Yes _ No Flushometers _ Yes ? No PRV Required _ Yes ? No Permit Fee $50.50 minimum (includes State Surcharge) ContractValue $ ZidnD x 1% _$ ?- ? PermitFee $ Meter(s) O? Required on all new buildings & boulevazd imeaUOn svstems $14ji • Radio Metei Read If permit fee is $1,000 or less, surcLarge is $.50 $ •?? St3CC 511TC$aT$0 If permit fee is over $1,000, aurcharge ie $.50 per $1,000 of the Permit Fee Followiug fees apply only when installing new irriga6on system $ Water Pernut Call Jerry Wobschall at 651-675-5024 forrequired fee amounts $ Treahnent Plant $ Water Supply & Storage $ State Surcharge -------------------------------------------------------- -------------------------- -------------------------------------- ------------ - ------- ---------- ;, _ O ?Sa Total Fee I hereby apply for a Commercial Plumbing Pemrit and acknowledge that the mfomiation is complete and accurate; that the work vnu be m conformance with the ordinances and codes of the City of Eagan and with the Plumbing Codes, that I understand .is no[ a pemilt, but only an rov aPplication for a permi[, and work is not to start without a Permit; that the ce with the m the case of work which requires a review and approval of plans. V ApplicanYs Prutted Name ApplicanPs Signature MECHANICAL (COMMERCIAL) I Permit Application City OfEagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5674 Please complete for: commercial/indusfia] buildings multi-famity bmldings when sepazate permits aze not requved £or each dwelling unit /ao. so Date '7 / LZ /6r Site Address_ W- WG!^ AlL rir/ Unit # Tenant Name (if applicable) G W C/,4 y Previous Tenant Name Property Owner Telephone # ( ) , Contractor ( ?d(II Street Address 5-Z o jtYy,4 j1 City A. Zip State ??y1 ? Telephone# ((i$'? > Y?1- The Applicant is _ Owner ? Contractor _ Other Work Type Newconstruction UndergroundTank _Install _Remove ? Interior Improvement Call for inspection during installation/removal of tank _ Processed Piping NatureofWork: ?cf-``' ?v"?7, P¢1'mlt F¢¢ $SO.SU Minimum Fee (includes State Surcharge) e? Contract Value $ x o? .01% _ $ Permit Fee ? - . If pemvt fee is $1,000 or less, add $.50 ? - ? ? State Surcharge $ If pemilt fee is over $1,000, add $.50 per o ° $1,000 Pemvt Fee UvS) T l F $ ota ee I hereby apply for a Commercial Mechamcal Pemut and aclrnowledge that the informa[ion is complete and accurate; that the work will be in confoanance with the ordinances and codes of the City of Eagan and with e Mechanical Codes, that I understand tlus is not a permit, but only an applicarion for a permrt, and work is not to start without ermit; tha work ccordance with throved p? in? sase ow9rk which requues a review and approval of p i ! n °/ / Ld'i' . i 6v?c ??4- r-?, i? „ r, ? nn 2 f?' ApplicanPs Printed Name pplicant's Sign e II ?'?- ?'? ?? ij U1 i° I f -/,p Q-(o-o? ???? 0 4 2005 Approved By: / V , Inspector Date: 7•22 • Dg' *C!tV oF eagan PAT GEAGA[V Mayor PEGGY CARLSON CYNDEE FIELDS MIKE MAGUIRE. MEG TILLEY Coun<il Members THOMAS HEDGES Ciry Adminis[raror Municipal Cenrer: 3830 Pilot Kno6 Road Eagan, MN 55122-1897 Phone: 651.675.5000 Fax: 651.675.5012 TDD: 651.454.8535 Mainrenance Faciliry: 3501 Coachman Poin[ Eagan, MN 55122 Phone: 651.675.5300 Fax: 651.675.5360 TDD: 651.454.8535 www.aryoeeag&n.coa, THE LONE OAK TREE The symbol aF strength and growth m our communiry October 5, 2004 KEN SEILER MCGOUGH CONSTRUCTION 2737 FAIRVIEW AVE N ST PAUL MN 55113-1372 RE: BUILDING G 655 LONE OAK DRIVE Dear Ken: We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. Unless otherwise noted, all references are to the 2000 I.B.C. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, r'equesting that the following items be addressed: 1. Submit a letter determiningihe SAC units to be charged to the project. 2. Submit Special Inspecting and Testing Schedule with signatures from applicable parties. If you have any questions regarding the above, please contact me at 651-675-5676. Sincerely, Mike Lence Senior Inspectar ML/js cc: Dale Schoeppner, Chief Building Official ? Metropolitan Council October 28, 2004 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, NIN 55122 Dear Mr. Schoeppner: Environmental Services NOU p 1 2004 i The Metropolitan Council Environmental Services Division has determined 5AC for the EcoLab Building G/C.A.L. & Building E located at 655 Lone Oak Drive within the City of Eagan. This letter replaces the one sent October 15, 2004. This project should be chazged 95 SAC Units, instead of the 207 SAC Units previously charged. The new determination follows: SAC Units Charges: Office 760 sq. ft. @ 2400 sq. ft./SAC Unit Shop/Process Area 15408 sq. ft. @ 7000 sq. ft./SAC Unit Meeting 11832 sq. ft. @ 1650 sq. ft./SAC Unit Process Discharge (2004 7an-June IWD Report) 29482 gallons/day @ 274 gallons/SAC Unit Credits: Classroom 1] 832 sq. ft. @ 30 sq. ft./student @ 18 students/SAC Unit Ifyou have any questions, ca11 me at 651-602-1113. Si erely, Jodi . Edwards Staff Specialist auwcb Municipal Services Section JLE. (300) 04101551 0.32 220 7.17 107.60 Total Charge: 117.29 21.91 Net Charge: 93.58 or 95 cc: 5. Selby, MCES Carolyn Krech, Finance Department, Eagan www metrocouncil.org I{e]t S'e110i, McGough ConstrucUon Metro Infa Line 602-1888 230 East Fifth Street • St. Paul, Minnesota 55101-1626 •(651) 602-1005 • Fax 602-1138 • TTY 291-0904 An Equal Opportunrry Errsployer Bruce Nettleton Director of Engineering & Property Nov. 5, 2004 Dear The water requirements at the Ecolab site located at 655 Lone Oak Road in Eagan, MN. will be approximately 65,000 gallons per day. The basis for this estimate follows: The research laboratories will require about 60,000 gallons per day for the research and development activities plus the personal hygiene needs of the 420 associates who are assigned to this area. Approximately 300-350 people will be assigned to the 6alance of the campus. The state plumbing guidelines estimate that each person will use 15 gallons of water per day. These two requirements comprise the 65,000 ga{lon per day estimated use. Bestregards, Bruce Nettleton PAT GEAGAN Mayor PEGGY CARLSON CYNDEE FIPLDS MIKE MAGUIRE MEG TILLEY Cauncil Mem6ers THOMAS HEDGES CiryAdmmisvamr Municipal Cenur. 3830 Piloc Knob Road Eagan, MN 55122-1897 Phone: 651.675.5000 Farz: 651.675.5012 TDD: 651.454.8535 Maimmnance Facility: 3501 Coachman Poin[ Eagan, MN 55122 Phane: 651.6755300 Fax:G51.675.53G0 TDD: 651.454.8535 www.cityofeagan.cam THE LONE OAK TREE The sym6ol of surrngch and grow[h in out <ommuniry December 16, 2004 KEN SEILER MCGOUGH CONSTRUCTION 2737 FAIRVIEW AVE N ST PAUL MN 55113-1372 RE: BUILDING G 655 LONE OAK DRIVE Dear Ken: We have completed our review of the constnxction documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. Unless othenvise noted, all references are to the 2000 I.B.C. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the following items be addressed: 1. Submit a completed energy calculation form. 2. Submit lElectric power and Lighting form. 3. Submit an Emergency Response Site Plan (example enclosed). 4. Provide Firestop details far through and membrane penetrations. If you have any questions regazding the above, please contact me at 651-675-5676. Sincerely, Mike Lence SeniorInspector ML/j s cc: Dale Schoeppner, Chief Building Official -?-D b 0 1 2005 COMMERCIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 14 905. ao Please wmplece for. commercial/industrial buildings multi-family buildings when separate permi[s are no[ required for each dwelling unit -ro se'oti- 9 rb-7 Date 09/ 07 / D>- SiteStreetAddress bfs Lv..'a ott? P?urE Uqit# Tenant Name (if applicable) EGa I.wCS Previous Tenant Name Property Owner Telephooe # ( ) Contractor ?&SS€ff MEU{As.kcA%- ?Y??pye.i • StreetAddress lZ2 S? WMSAS€1?t t?• 5t2- (o \ City State W" rj Zip 5''S1p"1 Telephone# ((?Y? )'77 7?oca1 Bond#: Eapires: .?e?( Ulr?c(n tn51-2?fE-?13'tg The Applicant is _ Owner X Contractor _ Other Work Type New Construction _ Underground Tank _ Install _Remove *"see below ? Interior Improvement _ Install Piping _Processed -Gas NatureofWork: ?Ews ExIs e,qd v+-?rn.cuws 4tia, wIEw LE«.vjtz w.+rs w? LxF9 RFi?y ? ra Sn? Lu?he..+? "When instalfing/removing underground tank, call for inspection 6y Fire Marshal and Plumbing Inspecfor POrmlt F¢¢S: 570.50 Underground tank installa6onlremaval 550.50 Minunum (includes Stare Surcharge) or Connact Value $ Z 0 1 ?/.?v• W`> x 1% _ $ 2°?'r° PermitFee • If ep rmit fee is $1,000 or less, add $.50 => $ 'S'`3 State Surchazge If eo rmit fee is over $1,000, add $.50 for ??? every $1,000 nermit fee $ Total Fee I hereby apply for a Commercial Mechanical 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 Mechanical Codes; that I understand this is not a permit, but only an application for a permi[, 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. ? To? jM twZv%- Applicant's Printed Name Applicant's Signature Approved By: ? J' , Inspector Date: ?1191q ? Dtl: 2 ? 2d05 2005 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 ':? (i(?, ?o. Date I o`t ?6 1 165 Site Address L 55 Qa4 6ti- ) Unit# Tenant Name Kt zair ?-* /1 , Former Tenant Name Property Owner Telephone # ( ) Contractor B",e,1' Ll)j?? , ? Address 75/(r 71J CG.ct 92? city State IX4v ziP 5,5 H a S Telephone #(7 6?) Vd ?4 2 lo ?? License # Q,3'{Sl5''b7 Eapires: /d al o The Applicant is _ Owner Contractor _ Other Work Type New Bldg _X Modify Tenant Space RPZ PVB New Repair/Rebuild _ Replace _ Irrigation aystem Work within public right of-way/easement _ Yes _ No Itain seasors are reuired on irriation s stems Description of Work To inqu¢e if Pressure Reducing alve is quued on new service, call 65 5-56 M¢tfre - Ca11651-675-$300 to verify that hydrostatic, conductiviTy, and bactena tes[s passed orior to nickio e up meter. Irrigation Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Fire Size & Price 3/4" displacement $161.00 Domestic Size & Type Avg GPM Includes hgh demand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No P¢nmit FCC $50.50 minimum (includes State Surcharge) Contract Value $ C9 . p ? x 1% _$ 6760 Pemut Fee $ :vleter(s) Required on all new buildings & boulevazd irri a? tion systems $ Radio MetEr ReBd If permit fee is $3,000 or lesa, aurchsrge is $ 50 $ 50 State Surcharge [f pennit fee is over $1,000, snrcLarge ia $.50 per $1,000 of fhe Permit Fee - ------- Y - - Foltowing fees apply auly when installing new irrlga[ion sys[em -------- $--- --W-----?- - Water Pertnit Call Ierry W obschall at 651-675-5024 for required fee amoun[s $ Trealment Plant $ Water Supply & Storage $ State Surcharge --- - -------------------- - -- - ---------- - - ---- - ------ - ------ - ----------------------- - - ---- - ------ - - - ------------- - ---- - ---- - - - - ------------ $ 6 r. / C) Total Fee I hereby apply for a Commercial Plumbing Peanit and acknowledge that the infomiation is complete and accurate; that the work will be m conformance with the ordinances and codes of the CiTy of Fagan and wrth the Plumbing Codes; that I understand this is not a pemut but only an application for a pernut, and work is not to start without a perniit; that the work will be in ac " ance with?oved plan in the case of work which requires a review and approval of plans. ? ? Q hY Ll ?? (S1 Y P 1(4 oe ? Applican sPrintedName plican' e CITY USE ONLY `/ ?/? REQUIItED INSPECTIONS: _ U.G. _ Air Test _ Gas Test ? Rough In ? Fmal PLANS SUBMITTED APPROVED BY: 'Z7 p I??? 3~?S BUILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings & boulevazd urigation sys[ems- $141.00 • RPZ's must 6e tested every year and rebuilt every five yeazs. Test results should be mailed to Paul Heuer at the Ciry of Eagan. • A minimum fee permit per address is required for the follomng RPZ's. new, rebuild, reuair, remove. • Water meters include copper horn/sffainer, remote wire, and touch-pad meter. METERS RE UIRING 4-HOUR ADVANCE NOTICE PffiOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residential $125.00 4-120 1-1/2" iriig3tion Syst $ 735.00 displacement sm commercial turbine** Public Works maximwn must approve continuous meter size, 10 2-30 3/4" lawn urigation $161.00 4-160 2" turbine lg irrigation syst $ 931.00 maaimum displacement residential & continuous sm wmmercial production lines 15 3-50 1" displacement very Ig res $296.00 1/4 to 160 2" compound bldgs over $ 1,849.00 bldg to 24 units 65 units maaimum sm commercial I& contmuous & lg comm bldgs 25 irri ation systems 5-100 1-1/2" bldgs 25-64 units $429.00 maximum displacement & continuous most comm bldgs 50 METERS REOUIItING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very lg imgatian $1,182.00 6-500 4" compound +300 unit bldgs & $3,563.00 syst & production very lg comm bldgs lines 1/2-320 3" compound +200 unit bldgs $2,282.00 10-1000 6" compound +400 unit bldgs $6,076.00 I very lg comm bldgs very lg comm bldgs 15-1000 4" turbine very lgirrigation $2,226.00 syst & production lines Comments • To schedule inspection of the inside water line and backflow preventer, call 651-675-5675. • To aaange for water tum-on, ca11 65 1-675-5 300. cc Maintenance Division Clencal Tecluucian January 2005 PERMIT FEE: $50.50 Mdnirnum Fee (includes State Surcharge) Contract Value $ \ libr) x .01 =$ Permit Fee • If Permit Fee is $1,000 or less, add $.50 => $ ' So State Surchazge If Permit Fee is over $1,000, add $.50 per $1,000 Permit Fee 3/4" Displacement Fire Meter -$161 00 $ TOTAL FEE: $ "so• So I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. ? ? ?..- ? ApplicanYs Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE REQUI1tED 1N"aPECTZUI+IS _ Hydrastatic F1aw A1arm ? Dratn'Z"est ? 3tough Tn - _ Trip ` Pump.Testi Central Station ? ?inal CGnditions of Tssuaace: Permit Agpxoved Dats: _[a_/ 2006 COMMERCIAL MECHANICAL rEUMiT arrLicATioN City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete foc commercial/industrial buildings multi-family 6uildings when separate perntits aze not reqttired for exch dwelling unit 401(C) Date ? //0/ OH Site Street Address X Ze"?S' Unit# ? Teoant Name (ifapplicable) ?CC C7 ? Previous Tenant Name ( va ??ZGS.?n?rLo Property Owner 4E?11 /a 6 Telephone # ( ) Contractor ?4• i Ki, Stree[ Address 231 p F/v...f S? ezf /f/F City ihcre uv?o T State ?.?l.? Zip Telephone# Bond#• 6 gg Expires: z/ ZaC C ?-- ll!) -. ?? ,?? Other ? ?? ? ? ??' ; lic nt i n r ? Contractor Th A O e pp a s w e _ Work Type New Construction _ --?_ ?? Underground Tank _ Install _Remove "*see:pe/ow A Interior Improvement _ Install Piping _Processed Gas Nature of Work: Is7a// /2%w 144 1" lor a vu/iacrsfzib '•When insfalling/removing underground tank, ca!l for inspection by Fire Marsha/ and Plumbing /nspecror PC1'Inl[ F¢¢S: $70.50 lJnderground tank mstallanon/removal $50.50 Minimum (mcludes State Surcha[ge) ar ContractValue $ 13 Eic U x 1% _$ PermitFee $ • s? STa.te Surchazge If eo rmir fee is less thao 51,000, add $.50 lf en nnit fec is more than S1,000, surcharge is $.50 for every $1,000 owed. $ 1,37 /o Toral Fee I hereby apply for a Commercial Mechanical Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the Ciry of Eagan and with the Mechanica] Codes; that I understa.nd this is not a permit, but only an application for a permit, and work is not to sta.rt 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. % 1T//Gl A/dlM"-1/ A ip cant's Printed Name App ' anYs gnature Approved By: /? P ? ? / _?_o & , Inspector Date: Required Inspections: _ U.G. )(?R.i. - Air Test Gas Service Test Infloor Heat ?inal 443 Lafayette Road North St. Paul, Minnesota 55155 www.doli.state.mn.us November 8, 2005 L I 651-284-5000 TTY: 651-297-4198 1-800-DIAL-DLI APPROVED FOR USE Ecolab Inc. 370 Wabasha St. N. St. Paul MN 55102 RE: Hydraulic Passenger Site: Ecola6-CAL Building ?655°L-orre O`ak'Dr'? Eagan 55121 Dear SirlMadam: - Elevator ID# -11447PT05-01 Minnesota 5tatutes Chapter 16B provides that the Department of Labor and Industry, Building Codes and Standards Division, Elevator Safety Section, inspect and approve elevators and manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from the Elevator Safety Section recently inspected your facility and determined it meets requirements of the Minnesota Elevator Safety Code. NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1, Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. Sincerely, BUILDING CODES AND STANDARDS Bill J. Reinke State Elevatorlnspector bjr/kad (CE-2) ?' Schoeppner, Dale R., BO, City of Eagan Minnesota Elevator, Inc. McGough Construction ElFormCE2 This information can he provided to you in alternative formats (Broille, large print or audio tape). An Equal Opportunity Employer -j31Q9 2006 COMMERCIAL MECHANICAL rEiuvuT arrLicnTiorr ?s6.7 7 City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 re.P_J'2Y6" -75 Telephone # 651-675-5675 Please complete for: commerciaVindustrial buildings multi-family buildings when sepacate perntits aze uot required 1'or each dwelling unit ? ??u -'5 nace S i ZS i 20 06 Site Street Address 6 5S LO o Qa /I ?>fy t,,p Unit # Tenant Nflme (if applicabie) GCO /Q O Previous Tenant Name rro, 4 Property Owner EoJg i Telephone # ( ) ContraMor ?pdQr., A il? otid % ?IOHJHG StreetAddress 2319 FilrrT S-Ty e?' ?E City //is? he?S State 111,71y Zip Telephone# ( 6lZ ) 79/- 335g Bond #: _ 7d z6 g p Expiees: Zao 6 The Applicant is _ Owner ? Contractor _ O[her Jufq 6 5 2006 WorkType _ New Construction ,XInterior Improvement _Install Piping _Processed -Gas _ Under/Above ground Tank Install Remove When insta/ling/remaving tank(s), calf for inspection by Fire Marshal and Plumbing /nspector Nature of Work: e a/ e -/ VA %hsA y i PermitFees: $70.50undergroundtankmstatlation/removal $50.50 Minimum (mclvdes Stace Suroharge) or Contract Value $??/, X 1% - $ 29`61 25 PermitFee $ ? .JO State Surcharge If permit fee is less than $1,000, add $.50 If oermit fee is more than $1,000, surcktarge is $.50 for every $1,000 owed. $ 2116. 7S rotal Fee . norcoy appiy ior a uommermai nnecnanicai t'ermit and acknowiedge that [he informarion is complete and accurate; that the work will be in conformance with the ordinances and codes of the CiTy of Eagan and with the Mechanical Codes, that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordence with the approved plan in the case of work which requires a review and approval of plans. Z ?i - /,h Tn?,?? ? a Applicant's Printed Nama Appli nt's 5j ature A roved B ? - ? -? ? PP Y:- Inspector Date:_ 3 Required Inspecfions: _ U.G. -ZR.I, - Air Test _ Gas Service Test _ Iatloor Heat ?ZFinal ; ?3 o'l 2006 COMMERCIAL PLUMBING rERnuT nrrLrcaTiorr CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 -P 73. ac) Da[e 6/ '3// ?/^ 06 ,/??? Site Address L??7 S t??? o D? ? 'q= (p V`1 Unit # K?-tJ ?? Pr Tenaot Name /_' Co Former Tenaot Name Property Owoer ? Telephone # ([yo) p00 Contractor SPRIGGS PWMBIN6 & HEATINB C0. TNf : Address 124 EVA STREET City ?S.T--P_AUL. --_--_ State MN Zip 55107 Telephone#(651) 224-5616 i License # 005283PM Expires: 12/31/06 HAY . i The Applicaot is Owner _ Contractor _ Other ' Work Type New Bldg _XModify Space _ Irrigation System** Yes No Work in public r-o-w! easemenY? _ RPZ _ PVB: New _ Repair(Rebuild _ Replace _- -Remove- - - - _ I Rain sensors are re uired on irri ation s stems Description of Work / ' !0?0 (a) "?) f'1-'l N t YDb"1'1 L To inqwre if Pressure Reducmg Valve is required on new servme, call 651-675-5646 Meters - Call 651-675-5300 to veri fy that hydrostatic, conductiviry, and bacteria tests passed nrior to oiekine up meter. Irtigation Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Fire Size & Price 3/4" meter 167.00 Domestic Size & Type Avg GPM Includes high demand devicesY _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes No Permit Fee $50.50 minimwn (includes Stace Surcharge) Contract Value $ ` x 1% Permit Fee $ Meter(s) , Required on all new buildings & boulevazd imeation systems $ Radio Meter Read $ 5 ? State Surchazge If er?l m?t fee is less than $1,000, surcharge is $ 50 If peimit fee ia more 16an $1,000, surcharge is $.50 for each $1,000 owed. ' - ' ' "' " - _ ' " "' ' ' "' ' "' "' _ ' ' ' ' ' ' ' ' ' ' ' _ ' ' ' ' ' _ ' ' ' ' ' ' ' _ ' ' ' _ ' ' ' ' ' _ - ' - - _ ' ' ' ' ' " " "' " - ' ' "' ' - ' ' ' - _ ' ' ' - ' ' ' ' ' _ ' ' ' ' - ' ' "' ' ' ' ' " _ - "' "' "' "' " _ "' " "' _ _ ' ' ' ' ' Following fees apply when installing new lawn irrigation system $ Water Permrt Call the City`s Engmeermg Department, 651-675-5646, fo<<equireA fee amounts $ Treatment Plant $ Water Supply & Storage $ State Surcharge $ Total Fee f here6y apply for a Commercial Plumbmg Permit and uknowledge that the informahon is complete and accurate, that the work will be m conformance wrth the ordmances and codes of the Crty of Eagan and with [he Ptumbmg Codes; thaz ] understand this is not a perm¢, ?ut only an applwaUOn for a permA, and work is no[ to star[ wrchout a peicnrt, thaz the work will be m acwrdance wrth the approved plan m the caseof work which r res a review an lpproveFe?p s. I i\ L 7 S? l .> Applicart's Printed Name pplicanPs Signature . CITY USE ONLY j" REQU[RED INSPECTIONS: _ U.G. C? Air Test _ Gas Test ? Rough In V Final PLANS SUBMITTED APPROVED BY: '; '4 !? ? /-0 & , Bll[LDING INSPECTOR General Information • Radio Meter Read (required on all new buildings. Boulevard irrigation systems may require a radio read -$141.00 . RPZ's must be tested every year and rebuilt every five years. Test resu4ts should be mailed to Paul Heuer at the Ciry of Eagan. . A minimum fee permit per address is required for the following RPZ's: new, rebuild, reosir, remove. • Water meters include copper horn/strainer, remote wire, and touch-pad meter. METERS REOUIRING 4-HOUR ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residential $130.00 4-120 1-1/2" irrigation Syst $ 827A0 displacement or turbine** pu6lic Works maximum small commercial must approve continuous meter size 10 2-30 3/4" lawn irrigation $167.00 4160 2" turbine large irrigation $ 1,040.00 masimum displacement residential system & continuous or production lines 15 small commercial 3-50 1" displacement large residential $210.00 1/4 to 160 2" compound bldgs over $ 1,962.00 bldg to 24 units 65 units maximum small commercial & continuous & large comm bldgs 25 irri ation s stems 5-100 1-1/2" 25-64 unit6ldgs $515.00 maximum displacement & continuous most comm bldgs 50 METERS REOUIRING 30-DAY ADVANCE NOTICE PRIOR TO P1CK IIP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very large irrigation $1,394.00 6-500 4" wmpound +300 unit bldgs $3,864.00 system & production & very large lines comm. bldgs 1/2-320 3" compound +200 unit bidgs $2,516.00 10-1000 b" compound +400 unit bldgs $6,436.00 very large very large comm bldgs comm bldgs 15-1000 4" turbine very large $2,495.00 irrigation systems & production lines Comments • To schedule inspection of the inside water line and backflow preventer, caI1651-675-5675. • To arrange for water turn-on, call 651-675-5200. cc U[diry Drvision Systems Analyst tenuary 2006 Ab? City of Eap 3830 Pilot Knob Road /30 Eagan MN 55122 ? Phone: (651) 675-5675 Fax: (651) 675-5694 G?4 ?SO.5Z? --------, ? For Office Use I ? ? S?3 ? Permit#: ? ? Permit Fee. ? Date Received. ? ? Staff: ?----------? -- 2008 MECHANICAL PERMIT APPLICATION Date: _ 6YA _ Site Address: c SS Lc rse Ut s2 Zl,-t-e -6'1fi /-Z e- renant: Fo / g ? suite #: RESIDENT / OWNER Name: Eie la b Phone: Address / City / Zip: CONTRACTOR Name: allir14 .J?_ nse#: /?.c/ 41,OZ?.rBff Address: City: I%nvLe ' 42 e11T y State: ? Zip: 1 Phone: CIF -aFI" 335'$ ContactPerson: ?. Grly !f TYPE OF WORK _ New _ Replacement _ Additional _kAlteration Demolition Description of work: NOTE: 8oth roof mounieof and ground mounfed mechanical equlpment is required to be screened by City Code. Pfease contact the Mechanical Inspecior or one of the Planners for /nformation on ermitted screenin methods. RESIDENTIAL COMMERCIAL PERMIT TYPE New Construction X Interior Improvement Fumace _ AirConditioner InstallPiping ProCesSed Air Exchanger _ Gas EMerior HVAC Unit ' HVAC umts must be screened _ Heat Pump Under / Above ground Tank (_ Install / Remove) Other " When installing/removing tank(s), call for inspection by fire Marshal and Plumbin Ins ector H44 ?ieE RESlDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (inciudes $.50 State Surcharge) JUN 1 0 2008 $90.50 Fire repair (replace bumed out appliances, ductwork, etc.) (includes $.50 State Surcharge) $ TOTAL FEE COMMERCIAL FEES: $70.50 Underground tank installation/removal OR Contract vaiue $ 3f oa 0 X1% $50.50 Minimum (includes State Surcharge) _ $ J CY Permit Fee - If Permit ee is less ihan $1,000, surcharge is $.54. - If Perrnit Fee is >$1,000, surcharge increases by $.50 for each =$ ?-rU State SUrCharge $1,000 Permit Fee (i.e. a$1,001-$2,000 Permit Fee requires a$1.00 surcharge). SlJ SQ TAL FEE . $ TO I hereby acknowledge that this mformation is complete antl accurate; that the work will be in conformwce wdh the ortlinances and cotles of the Ci[y of Eagan; that I understand this is not a permit, but only an application for a pertnrt, and work is not to start anthout a permrt; that the work will be in accortlance vnth the approvetl plan in the case of work which reqwres a review and approval of plans x ?s' ? y ?l?c M D Le,/ Applicant's Printed Name FOR OFFICE USE Reviewed By: e7 e Date: G`//•e Required Inspections: _Under Ground _ Rough In _Air Test _Gas Seroice Test _In-floor Heat ,Y Final r r%, OF 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55144-1897 DHONE: (614) 454-8100 FAX: (614) 454-8363 Augast 8, 1990 MR ERZC LINDAXL DIRECTOR, PROPERTIES DEVELOPMENT CRAY RESEARCN INC 655 LONE OAK DRIVE EACAN, MN 55121 RE: BUIIDING/SlREEf NUMBERING REVZSIONS Dear Eric: TIiON??5 EGAN Nayor DAVID K GUSTAFSdJ PAMIIA MCQtEA TIM PAWIEMY 7HEODORE WACHTER Council Nambers 71-IQWlS HEDGES Cay AdminStrata EUGENE VAN OVERBEKE Crty Clerk As indicated in the enclosed Ietter from Peter Vesterholt, a request was made in November 1989 to revise the letter designations of your building addresses. At that Lime, Z told Peter that wouZd be fine, but we would continue to use the original letter designations until the project was finished. This was done so as not to confuse everyone already famiZiar with the original designations. With the recent finalizing of the Iast building, Software Division, I wi11 now make t/xe revisions as requested in the encIosed Zetter. Zf anp plans have changed, or if I can be of service in any other way, please contact me. Z would a2so like to take this opportunity to thank you for a very smooth and we11 run project. Everyone from The A1liance, McGough Construction, and Cray Research Znc. has helped make this project a pleasure to be involved with. We Zook forward to working with you on future projects. Si.n erely, I? teve Xanson Asst. Building OfficiaZ SH/Js Enc1. CC: Da1e Runkle, Commuztity Development Director Doug Reid, Chief Building Official iHE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIiY Equal Opporfuniiy/AffirmaHve AcHon Employer The Alliance - nacinuciuiii. PI ANNING IN I13RIORS Mr. Steve Hanson tlssistant Building Officiai City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 November 30,1989 Re: Cray Research, Inc. Lone Oak Project Building/Street Numbering Revisions Dear Mr. Hanson: We would like to propose the following changes to the building/street numbering system Eor the Cray Reseanh Lone Oak Project. At this Hme, the Software Training Building is the only building which is ottvpied. I have noted the anHcipated occupancy dates for the other buildings. Bui;ding Name Software Ttaining MarkeNng DislrlbuNoh Center commons Fatiliry Corporate Computing & rilptworks (CCN) Software Dielsion Technica! OperaHons Proposed Sireet Numbe r 655A Lone Oak Drive 655B Lone Oak Drive 655C Lone Oak Drive 655D Lone Oak Drive 655E Lone Oak Drive 655F Lone Oak Drive 655G Lone Dak Drive "O?d" Street Nu r 655A Lone Oak Drive 655C Lone Oak Drive None 655B Lone Oak Drive 655D Lone Oak Drive October,1989 To be determined To be deterndned June,199b June,1990 655E L.one Oak Drive June,1990 None To be determined Occupancy Dat Please refer to the attached site diagram for the proposed numbering system. Based on our tetephone conversation on 11 /28/89, we understand that you do ng} have a problem with the proposed changes. Accordingly, we are proceeding with design and ordering of final site signage following the proposed new building/street numbedng system. Sincerely, ?", 4 PETER VES't'ERHOLT, AIA Prlncipal PV/lah cc: Lindahl . Alexander Munkelwitz Hagen Liska Frank Lackens Olson Fett . , Hoppe DeAngelo Newland Rank Wickem May File Balcer Frisell Gay 400CIikon Avenue South, N4inncapulis, Minnesota55403; 612f871-$703; Pax 61218J17212 l ? r ,, , ?.,, U ?w ?, J°}?. • `e'°o --f• , /"? - ', • -1-'--? ? . I ?-?. ??.Y? •?_t`? ! ' / .?- ' ?? ? 1 ? Y I , (iRf'1-I'flE$%,' llHl /DI RI8 ON CENTER ? ?' •? . CCN 1 . , 655E ? Q i --. - SOF WA " ' i DI ISIOrv OIMOAI l?? CS s ? \1 ?5D 10 , yyy????ippp ? 80FT?RE TRAINNd °` - _,•___..:........ k.: \ ? \ ?`? ? // ? / ! \ ?' ??` ?? ? \ 1 ? ? • i '?- v ? I \?` r\ ? ? ' • ??\ I . \1 /-.i 1J, \ ??"' " ? ?9o yoo ? ' BY c CRAY RESEARCH, INC. LONE OAK PROJECT c'rGtGFT Nl1MBERING 11/30/89 fire departpnent KEN SOUTHORN Chd DIIX SCHINDELDECKER Mv4ent Uc1 AVE DIIOIA IN-CitV oF enc?ctn d/ di?f ? qwciCncl 3795 Pib[ Knob Roatl Ea9an, MinnesoW 55122-1378 Phone. (612) 454-5274 April 20, 1990 Jerry Japs Viking Automatic Sprinkler Company 2400 Rose Place St. Paul, MN 55113 Re: Cray Research--CCN Building Dear Jerry: THOMASEGAN Meror DAVID K. GUSTAFSON PMAEIA hkCREA TIM PAWIENTY THEODORE WACHTEN Coun[il Memb[ri THOMAS HEDGES Crtr ndmmmrat« EUGENE VAN OVERBEKE City Ckrk This letter is in response to a number of phone calls regarding the atrium. I have talked with Tom Vevea of McGough Construction. A fire shutter will be installed on the glass area in the atrium, with safety glass in the top of the atrium. Also, with smoke removal systems in the atrium, it is my feeling that it would be hard to reach the temperature needed to set off sprinkler heads in this area. The lack of combustible area would also contribute to this. Sincerely, Dale Wegleitner Fire Marshal cc: Doug Reid, Chief Building Inspector Tom Vevea, McGough Construction DW/tp Ft«vleitta.w THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIN Equal OpporfunirylAffirmailve Acfion Employer LI, 2)l, OF 3830 PILOT KN09 ROAD EP,GAN, MINNESOTA 55142-1897 PHONE (612) 454-8100 FP.X (612) 454-8363 March 14, 1990 JAMES FRISELL MCGOUGH CONSTRUCTION C0, INC 2737 FAIRVIEW AVE N ST PAUL, MN 55113-1372 Re: Cray Research Lone Oak Project Software Traininq Suildinq 3rd Floor Dear Mr. Frisell: THOMPS EGAN Nayor DAVID K GUSTAfSON PM+EL4 hkCREA TIM DAWLEMY THEODORE WACHiER CouncJ Members THOhV.S HEDGES Crty Atlminisnaror EUGENE VAN OVFRBEKE Gity Clerk I have reviewed for code compliance the plans submitted for the above referenced project. The comments listed below refer to documents which comprise the Minnesota State Building Code and applicable codes and ordinances of the City of Eagan. Certain code deficiencies may not have been included in this report, but this shall not be construed as an approval of such code deficiencies nor relieve the responsible parties from complying with said codes. 1. Electrical plans must be certified (Minnesota Rules Part 1800.4200). 2. Stairways at doors 339 and 310 must have hand rails on both sides (UBC 3306(j)). 3. A 1-hour fire-resistive wall assembly is required between rooms 329 and 332, rooms 332 and 331, rooms 340 and 339, rooms 342 and 339, rooms 337 and 342, rooms 337 and 336, rooms 301 and 304, and rooms 301 and 306 (UBC 3305(g)). 4. A fire damper is required where the existing HVAC supply duct penetrates the wall between rooms 336 and 337 (UBC 4306(j)). Sincerely, 6?c rn Joe Merchak, Construction Analyst Protective Inspections JM/mg cc: Ellen Olson, The Alliance THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNITV Equal OppoAUnlty/AHirmative Action Employer Li, ??'l i OF 3630 PILOT KNOB ROAD EAGAN, MINNESOTA 55144-1897 PHONE (674) 454-8100 FAX.(612)45a-8363 February 14, 1990 PraN RAFFERTY i:1CHAUD, COOLEY, 625 FOURTH AVE S, MINNEAPOLIS, MN ERICKSON & ASSQCIATES, INC SUITE 1325 55415-1698 Re: Crav CCN Buildina - Satterv Room Eshaust 8vstem Dear Mr. Rafferty: 7FqNJ,S EGAN Meyor DAVID K GUSTAFSON ouMF1n McaFA TIM DAWIEMY 7HEODORE WACHfER Cwnol Members TMOAVS HEDGES CM1y AdminSttOlOr EUGENE VAN OvFRBFXE Crty Clerk Recently we received a response from The Alliance regarding, in part, our request for documentation showing that the exhaust systems for battery rooms 006 and 401 of the Cray CCN building conform to nationally recognized engineering practices. Because this matter is more appropriately addressed by the engineer of record who is ultimately responsible for the design, please submit an official written response to our office either addressing the design or indicating your concurrence with The Alliance's response of January 12, 1990. I have enclosed a copy of The Alliance's response for your review. Sincerely, Joe Merchak, Construction Analyst Protective Inspections Enclosure JM/mg cc: Craig Tarr, Michaud, Cooley, Scott Newland, The Alliance Eric Lindahl, Cray Research, n Erickson & Associates, Inc. Inc. THE LONE OAK TREE...THE SYMBOL OF STRENGiH AND GROWfH IN OUR COMMUNRY Equal OpporhmRY/AffirtnaWe Action Employer iz. subntie aocianti%caam shouving Ad dw c*" aistan+1o. mrray mom ooc od am onobrm to ndwnUy rsc8? MbwM P^wbm (MSBC 13151310. Sr6prot 6). Battery Itooms 006 uid 401 have aophistlcated eocaiob for the ahauet syatmS and we believe Ihat they aaoeed anS' fequnummb Petendng tD Battay Roomx Fach Battay Room Ms a aoHd aFaee hydeogen dclacbr t1Yt pwvides an anabg output as tD the hydrogen aonoentration On a high hydmgen aleem the o"ust fan wlll swiech tD a Iigh speed. Mr. Joe btadbak Page Six ]anuary 12,1990 Tle Batbmy Rooma have hrlon protectlon 1Leefbre. Nie duct penehatbxts have mmbination smke/fire dampas tor mainfaining room tlgMneas dtiuinB a halon disctia:ge. In a phone aonvssatlon wtth 1oe Madtak on Decwba 1,1989, he ocpmssed ootioerns about a hydiogan build-uP wMn the 6re dampa is shut We do mt feel t}da ro be a pioblm '!he hydmgen demcdon desgn is such that from a eemole spot ore an de6eimicie the level of hydmgen build-up. TM hydrogen de6eetion eawor ia loated withdn a pan, at the highest poesible pomt Nso, the only dme the damper would mt 6e resetlabie hom a reowM eoum would be iE tkiere were a Nre in the mom and fhe fuffiWe linic had s+apped. In this event 1liae wouM almady be a fire in the room ana we woula not wanc tD be fanning the s,e by adiausang air fmm the room ro bcing the hydfogen level down Battery Room 401 has a'rwest oae" gae releese n/e of 7733 cvbie feet of hpdr°gen Pe* hour. 'Ihis is based upon the futwe btal number of battaiea at full diatge. '17ie bettery manufacturer Mav reaommeeided that the room exhaust ra6z be !00 bmes d+9s, or 17,M cubic feet per hour. 7he afiaust fut pmvided will remove 25A00 dh at bw speed and 64,500 cEh at hiBA speed. C7ariY, the oftust fan was spedNed based on vay coneavaHve exhaust aieeeia. wim che nrdro8en bft Beitw ,ha, ai*• the Sas aoula tl+eoreticauy aoeumulate in che pans of the mling. lhis is very unlikely, however, given the mom's air dmilation axid sir change rate. In addition tD the euhaust nees mentloned above, there are 2 fan coiLs redreviating 3.000 cubic (eet per minute each, rneultlng in 10.7 sir chsnges per liour. 11us would make air etrad6otion in tlw mom imlilody. 71w combinafbn of fhe deeee0or in tlie pan, the coeaavatlve ofituat nte, azd die high redmilatlon nte provides a tlneoughly crnteddaed, engineaed aduuet sys6m for Battery Aooms 401 and 006. We hope that theae rnsponves satlefy the inta?t of the oodes per yrnv ieview of the CQV building's aonstuetion doamenb. If yon lrve anry quesdons ar aonens eesudirg ury of the above, please do not hestaee to all. Sinceiely, SC??fEWlAND J . CIN Pmjeet Architect cc FYisell Iafaon Plle Alorsnder Veshaiwk L,indahl Vevea Taer Ridiey Younga Hefhke F.?.dnms?na ! I, ? 1 3830 PILOT KNOB ROAD EP.GAN, MINNESOTA 55724-1897 PHONE(612) 454-8100 FAX (612) 454-8363 February 13, 1990 LARRY JENSEN MICHAUD, COOLEY, 625 FOURTH AVE S, MINNEAPOLIS, MN ERICKSON & ASSOCIATES, INC SUITE 1325 55415-1698 THOMaSEGAN IMY? DAYID K Cd15TAFSON PMEIA MCCRFA TIM PAWLEMY 7F{EpppRE WACHIER (puncil Members TFIpM45 HEDGES CRy AUTtnStrdtOr EUGENE VAN OVERBEKE Crty Cim Re: Crav CCN Buildiaa Fire Protection of $lectrical Areas Dear Mr. Jensen: In response to your letter of February 9, 1990 and pursuant to Sections 105 and 3804 of the Building Code, it is our determination that: 1. No sprinkler piping shall be located in the NSP vault and other rooms or spaces dedicated exclusively to electrical equipment regulated by Section 384-4 of the Electrical Code. 2. The automatic sprinkler system may be omitted from other electrical areas upon the determination by the electrical or fire protection design professionals of record that the application of water may constitute a serious life or fire hazard (electrocution, explosion, etc.). 3. Sprinkler openings may be plugged in IDF rooms complying with the protection requirements for communication equipment areas in Section 3804, items 4A through 4D of the Building Code. 4. Automatic sprinklers may be eliminated in rooms where other approved automatic fire-extinguishing systems (e.g., chemical systems) are installed. 5. Non-sprinklered portions shall be separated from sprinklered portions of the building by fire-resistive occupancy separations with openings correspondingly protected. THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWfH iN OUR COMMUNITY ! ?°u yr Equal Opportunity/Afffrmarive Action Employer LARRY JENSEN FEBRUARY 13, 1990 PAGE TWO 6. Zn addition to should be given sprinklered area monitoring. Sincerely, the smoke detection system, consideration to installing heat detectors in any non- where they might provide more effective Joe Merchak, Construction Analyst Protective Inspections JM/mg cc: J. F. Liska, Cray Research, Inc. Eric Lindahl, Cray Research, Inc. Craig Tarr, Michaud, Cooley, Erickson Scott Newland, The Alliance Bill Akins, Electrical Inspector Dale Wegleitner, Fire Inspector & Associates, Inc. I_i, m, Q: I (?al? 3830 GILOi KNOB ROAD iHOMAS EGAN EAGAN, MINNESOTA 55142-1897 fJayor PHONE (614) 454-8100 DAVID K GUSiAF50N FAX (614)454-8363 PPMELAhkCREA TIM 7AWLENiY THEODORE WACHTER Counal Members February 12 1990 THONJ,S HEDGES t , o vnaminrso-ac« EUGENE VAN OVERBEKE GTy Ckrk JAMES FRISELL MCGOUGH CON5TRUCTION, INC 2737 FAIRVIEW AVE N ST PAUL, MN 55113-1372 Re: Crav Research Lone oak Proiect - Skvwav Dear Mr. Frisell: I have reviewed for code compliance the plans submitted for the above-referenced project. The comment below refers to documents which make up the Minnesota 5tate Building Code. Certain code deficiencies may not have been included in this report, but this shall not be construed as an approval of such code deficiencies nor relieve the responsible parties from complying with said codes. Provide a means for ventinq smoke and hot qases to the outer air. See UBC 5ection 509(i) as amended by Minnesota Rules part 1305.1590. Sincerely, r'. 1- kY\ _ 'lP kn ?i Joe Merchak, Construction Analyst Protective Inspections JM/mg cc: Jerry Hagen, The Alliance THE LONE OAK TREE...THE SYMBOL Of STRENGTH AND GROWfH IN OUR COMMUNIN Equal Opportunily/Aftirmative Action Employer L- 2, G` I, ?rau .N OF 3830 PILOT KNOB ROAD, PO BOX 27199 EAGAN, MINNESOTA 55121 PHONE (612) 454-8100 November 16, 1989 JAMES FRISELL MCGOUGH CONSTRUCTION CO, INC 2737 FAIRVIEW AVENUE N ST PAUL, MN 55113-1372 Re: Crav Research Lone Oak Project - CCN Buildina Dear Mr. Frisell: V1C ELLISON nwror THOMtiS EGAN DAV1D K GUSTAFSON PAMEL4 McCREA 7HEODORE WACFIiER Cwncu naemears 7HOMhS HEDGES c,rrFFemm*aw EUGENE VAN OVERBEKE CRy Cbrk I have reviewed for code compliance the plans submitted for the above-referenced project. The comments listed below refer to documents which make up the Minnesota State Building Codes and applicable codes and ordinances of the City of Eagan. Certain code deficiencies may not have been included in this report, but this shall not be construed as an approval of such code deficiencies nor relieve the responsible parties from complying with said codes. 1. Interior finish of the walls and ceiling of the atrium and all unseparated space shall be Class 2. Provide details substantiating that the proposed wall and ceiling finishes either comply with UBC 1715(h) or offer equivalent protection for the purposes intended by UBC 1715(h). 2. Corridors must be separated from rooms 248, 341E, 368, 448, 544, and similar areas by corridor walls of 1-hour fire- resistive construction as required by UBC 3305(g), with doors and other openinqs protected by rated assemblies as required by UBC 3305(h). Provide at least one handicap parking space for each fifty spaces in accordance with MSBC 1340.0300, Subpart 5. Spaces must be identified by a sign visible from inside the vehicle parked in the space as required by Mss. 169.346. Provide a striped aisle way through dock 203 from corridors 280 and 205 to vestibule 202. 5. Provide a space 36 inches by 36 inches in front of handicap water closets which is free of door swings and other obstructions. Verify clearance in rooms 223, 225, 301, 303, 405, 407, 503, and 505. See MSBC 1340.0500, Subpart 1. THE LONE OAK TREE. ..THE SYMBOI OF STRENGTH AND GROWfH IN OUR COMMUNIIY i JAMES FRISELL NOVEMBER 16, 1989 PAGE TWO 6. Verify that the microwave pen is provided with an overflow roof drain or scupper complying with the provisions of MSBC 1305.5700. 7. The landing at door 234D must extend at least one foot beyond the door on the inward swinging latch side (MSBC 1340.0300, Subpart 6E). 8. The door schedule on sheet a8.2 does not indicate a 20-minute fire-resistive rating required by UBC 3305(h) on door opening 215B nor the rating required by UBC 3309(c) on stairway enclosure door 52-4A. Also, consideration should be given to providing 3-hour opening protection to doorways 400, 402A, 402C, and 546B. 9. A door must be installed between coTridors 312 and 320 to eliminate violation of UBC 3305(e). This door must swing in the direction of exit from 312 into 320 as required by 3304(b), must have landings in compliance with 3304(i), must have an exit sign on the 312 side as required by UBC 3314, and the fire-resistive rating must conform to 3305(g). 10. In addition to the automatic fire dampers shown on the mechanical drawings, install AFD's at the following locations: before the supply air diffuser to vestibule 202; before supply air diffuser to corridor 312; in supply air ducts penetrating atrium 321 after VAV boxes 3-9 and 3-10; in the duct penetrating lobby 339 after VAV box 3-8; before the supply air diffuser to corridor 369 at VAV box 3-11; after VAV box 3-27 at stairway enclosure CCN-S1; after VAV boxes 4-15 and 4-16 at atrium 425; before and after the supply air openings in open lounge 446 to isolate them from openings in rooms 448 and 445; in the duct at corridor 470 after the diffusers supplying rooms 413A and 413B; after VAV box 5-32 at freiqht elevator vestibule 507; after VAV box 5-16 at lounge 530; and after VAV box 5-14 at corridor 562. Verify that automatic fire dampers are to be placed at the following locations: after VAV box 2-19 at corridor 274; at the chase in ducts 20, 21, & 24 (sheet m2.2.7); and after VAV box 5-18 at atrium 521. All automatic fire dampers which protect openings into stairway enclosure CCN-S1 must be of the combination smoke/fire damper type (see UBC 4306(j)). 11. A smoke removal system is required in tenant spaces adjacent to the atria. Provide substantiating evidence that the proposed design complies with or offers equivalent protection for the purposes intended by UBC 1716(b). r ? JAMES FRISELL NOVEMBER 16, 1989 PAGE THREE 12. Submit documentation showing that the exhaust systems for battery rooms 006 and 401 conform to nationally recognized engineering practices (MSBC 1345.1340, Subpart 6). Sincerely, ? Joe Merchak, Construction Analyst Community Developmeht Department cc: Scott J. Newland, Project Architect JM/mg oF 3830 PILOT KNOB ROAD VIC ELLiSON EAGAN, MINNESOTA 55122-1897 MwoF PHONE: (612) 454-8100 THOMaS EGnN FPJ(: (612) 454-8363 DAVID K. GUSinFSON PAMEL4 McCRFA THEODORE WACMER CouMAMembers THOM0.5 HEDGES October 11, 1989 crcy ?nnn&oF EUGENEVAN OVERBEKE cM aerv MR ED BRAMAN BRAMAN & NELSON INC 4438 IDS CENTER MINNEAPOLIS, MN 55402 MR ERIC LINDAHL CRAY RESEARCH INC 655 IANE OAK DR EAGAN, MN 55122 RE: ACCESS - OOTfaG}!P.?a1?Vj:?GRAY SECOND ADDITION Dear Sirs: In review of the access for Outlot D, Cray Second Addition, it has been staff's opinion that no access to outlot D be granted at this time. However, in the future when specific plans are proposed for this Outlot and Cray Research demonstrates there is a need for additional access to Lone Oak Road, staff will work with Cray to gain additional access and provide the best circulation for this Outlot once the detailed plans are submitted. This letter should address the concern that Cray had regarding access in the future. We look forward to working with you. Sincere , ? Dale C. Runkle Community Development Director DCR/js THE IONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUN(iY Equal Opportunity/Affirmative Action Employer itv oF 1. 3830 PILOi KNOB ROAD EAGAN, MINNESOTA 55122-1897 PHONE: (612) 454-8100 FAX (612) 4548363 September 18, 1989 lr,i JAMES FRISELL McGOUGH CONSTRUCTION CO., INC. 2737 FAIRVIEW AVENUE NORTH ST. PAUL, MN 55113-1372 RE: CRAY RESEARCH LONE OAR PROJECT - COMMONS FACILITIES Dear Mr. Frisell: VIC ELII$ON M?' 1HOMAS EGAN DAVID K GUSIAFSON PAMEU+MCCREA 7HEODORE WACHtER CouncllMembers iHOM0.S HEDGES CRy Mmirosnat" EUGENE VAN OVERBEKE Ciry Qeik I have reviewed for code compliance the plans submitted for the above referenced project. The comments listed below refer to documents which comprise the Minnesota State Building Code and applicable codes and ordinances of the City of Eagan. Certain code deficiencies may not have been included in this report, but this shall not be construed as an approval of such code deficiencies nor relieve the responsible parties from complying with said codes. Review Comments: 1. Door openings 116, 122A, 211B (or 229A depending upon whether the exit corridor between Door 221B and the CCN Building is on the B-2 or A2.1 side of the required occupancy separation), 229B, 229C, and the access door between Dock 122 and Tunnel 101 are required to be protected by a fire assembly havinq a one-hour fire- protection rating. See UBC Section 503(c)4. 2. An automatic fire damper is required in the duct that supplies the exit corridor located between Door 211B and the CCN Building. See 503(c)4 and/or UBC 4306(j). 3. The open space between the intermediate rails shall be less than 12 inches on the haridrailing and the guardrailing at the landing shall be not less than 42 inches in height on the stairs at the loading dock. See UBC Section 1711. 4. Handrails are required on both sides of all stairways 44 inches or wider including the stairway connectinq Lounge 131 with Dining 130 and the stairways at Doors 130A and 130B. See UBC Section 3306(j). THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNIiY Equal Opportuniry/Aftirmative Action Employer . 5. Verify that Storage Room 109 complies with UBC Section 3306(m) which requires the walls and soffits to be protected on the enclosed side as required for one- hour fire-resistive construction. 6. Verify that all exit doors serving "A" occupancies with an occupant load of 50 or more are provided with panic hardware if they are provided with a lock or latch. See UBC 3318(a). 7. Exit signs should be placed at Doors 210A, 210B, and 310. The exit sign at the end of 241 would more appropriately point in both directions. Exit lights are required at Doors 212A and 212B. See UBC 3314. 8. An automatic fire damper is required in the duct supplying VAV Box 2-20. See UBC 4306(j), Item 5. 9. Verify that footings and foundations including exposed grade beams similar to the one detailed in Section 1 Sheet a4.2 comply with the provisions regardinq minimum depth as specified in MSBC Section 1305.5400. 10. Verify that all roof areas requiring roof drains are provided with overflow drains or scuppers which comply with the provisions of MSBC 1305.5700. 11. Verify that the handicap-accessible toilet compartments including those in Rooms 202 and 203 r.omply with MSBC 1340.0500 Subpart 1 which in part requires not less than 36 inches clear space in front of the toilet. 12. Verify that the prefabricated fireplace flue complies with the provisions of MSBC 1345.3170. Additional Submittals Required: 13. Letter of approval from the Minnesata Department of Health. 14. Certified automatic fire suppression plans and hydraulic calculations. Sincerely, Joe Merchak Construction Analyst Protective Inspections JM/mj cc: Ellen Olson, Project Architect IL -t I , CruJ[ Or 3830 PILOT IQJOB ROAD VIC EuI50N EAGAN, MINNESOTA 55122-1897 Mwor PHONE: (612) 454-8100 7HOrouS EGanl FAX. (612) 454-8363 DAMD K. GUSUFSON PAMEIA McCRFA THEODORE WACHlER September 5, 1989 ???Me?beR n+orous Heoces cM na?n?na« EUGENE VAN OVERBEKE CAy Cleh RON SPONG DAKOTA COUNTY PUBLIC HEALTH 33 E WENTWORTH AVE W ST PAUL, MN 55118 Re: Backflow Preveation of the Well and Domestic Water Supply at the Cray CCN Building Dear Mr. Spong: We recently received a memorandum from Michaud, Cooley, Erickson & Associates, Inc. (the project engineers on the Cray Research buildings which are currently under construction in Eagan) regarding the need for backflow preventers on the well and domestic water supplies. I have enclosed a copy of their memorandum and accompanying drawings for your review. I would appreciate any comments your department may have regarding the adequacy of their proposed design. Sincerely, Joe Merchak Construction Analyst Community Development Dept. Enclosure JM/mg THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIlY Equal Opporfunity/Affirmative ACtion Employer l'J r Z?o ?aoa 3830 PILOT KNOB ROAD viC ELli50N EAGAN, MINNESOTA 55122-1897 navror PFiONE: (612) 454-8100 niOMAS EGAN FAX: (672) 454-8363 pAVID K. GUSTPFSON PAMEL4 McCRfA iHEODORE WACHIER September 5, 1989 C??il??" 7HOMA5 HEDGES Cily AtlmkiisirWar EUGENE VAN OVERBEKE Gry Claek MILT BELLIN MN DEPT OF HEALTH 717 SE DELAWARE ST P O BOX 9441 MINNEAPOLIS, MN 55440 Re: Backflow Prevention of the Well and Domestic Water Supply at the Cray CCN Buildittq Dear Mr. Bellin: Per our phone conversation last Friday, I have enclosed a copy of the memorandum and accompanying drawings we received from Michaud, Cooley, Erickson & Associates, Inc. I would appreciate any comments your department may have regarding their proposed design. Sincerely, ?? VN^?? Joe Merchak Construction Analyst Community Development Dept. Enclosure JM/mg THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROVJfH IN OUR COMMUNIN Equal Opporlunity/Affirmative Action Employer t , Li J 1, ? rl Zr q QWn1 MEMO TO: TOM COLSERTl PIIBLIC WORRS DIRECTOR FROM: JOE MERCHAK, CONSTRIICTION ANALYBT DATS: BEPTEMBER 5f 1989 SOBJECT: BACRFLOW PRES?ENTION OF THS WELL AND DOMESTZC WATER 80PPLY AT THE CRAY CCN BIIILDINf3 We recently received a proposal from Michaud, Cooley, Erickson & Associates, Inc. (project engineers on the Cray Research buildings) regarding the need for backflow preventers on the well and domestic water supplies. I have attached a copy of their memorandum and accompanyinq drawings for your review. I would appreciate any comments your department may have regarding the adequacy of their proposed design. ?-) co-? W\? Construction Analyst Attachments JM/mg COOLEYD D o ERICKSON ? & Associates, Inc. Consuiting Engineers SUITE 1325 625 FOURTH AVENUE SOUTH MINNEAPOLIS MINNESOTA 55415-1698 TELEPHONE (612)339-4941 FAX (612)339-8354 MEMORANDUM TO: Joe Merchak COPY: Scott Newland RiCk Patterson Dean Rafferty FROM: Craig Tarr DATE: August 30, 1989 RE: Cray CCN Weli This memorandum is a follow up to our phone conversation of 8-29-89 regarding the requirement of a backflow preventer on the well serving the CCN building as well as on the backup domestic water serving the natatorium. Figure i illustrates how the well serves the natatorium. A 10" pipe shall rise out of the top of the natatorium 3. ?he 6" well line would insert 1' into this 10" stub. The invert of the well line termination will be a minimum of 24" above an 8" overflow located on the side of the natatorium. This 8" overfiow is piped directly to a pit with a 6" floor drain in it. The same theory holds true of the back up city water which serves the natatorium except the line sizes would be a 4" domestic inserted into on 8" stub out of the top of the natatorium. (5ee M3.2). Figure 2 illustrates how the well serves the pond fill function. On Level 1 a 12" SD is stubbed out 6' above the floor. The 6^ well line is inserted into the stub out, 11. The elevation of the well line termination is then 889'. The normal level of the pond is approximately 8701. This means the water would have to rise to 16' deep in the Level 0 Mechanical Room and surrounding areas in order for the water to back up to that point. (See M2.1.0 and M2.1.1). The back flow preventers in question are currently shown on the CCN documents. [t is our request that the requirement for them be deleted. Your expedience on this issue will be greatly appreciated. PRINCIPALS: ROBERT L. MICHAUD ROBERT E. ERICKSON DEAN A. RAFFERTY MONTY L. TALBERT, JR. DOUGLAS C. COOLEY MICHAUD Jpg: RRoo40 COOLEY o Jos rvo: Cja4 ce-a ERICKSON ? SUBJECT:lNu?4Q ?,,m maW & Associates, Inc. Consulting Engineers BY: f-•T• CHECKED: suhWs 625FOURTNAVEWJE$WTN MRSIFAPOUS,MNSSa1SNVB%IONE(A12)SJ9d4a1 DATE: '1021 PAGE -LOF1- FA% (011)3394354 b' +o ?,,??i ' +? ao??.?s?; ? ° s}Uh IDg}?? U 10 ? %IeAi' ? OYGaGLOW ? 872 ? 2i g7S ? tjmr i:) St..w- MICHAUD O? JoB. Cc,,i CCA/ COOLEY Jos No.: RA,0040 ERICKSON suBJecr: ' & Associates, Inc. Consulting Engineers eY: C-INT CHECKED: wire 1325 625 FqJpTH qVENUE SqJTH MRYIFAVOl6. MN 554164M pIpNE (612)330.d0E1 DATE: ? 0'0PAGE a OF a r,kz (e+2)3394354 f?e'•,well j , - ?? L J 12? T ?eve! I 889 i t Io?' I ?i 1?? feve.l i S 8n' le4 O b 75 rric?u« 2 /Jot iu Sc412 4 L;, U1, ?rcu OF 3830 %LOT qJ08 ROqp EAGAN. MINNESOTA 55122-1897 PFiONE: (612) 0.54-8100 FAX (612) 454-8363 August 16, 1989 ELLEN OISON, PROJECT ARCHITECT THE ALLIANCE 400 CLIFTON AVE S MINNEAPOLIS, MN 55403 VIC ELL60N Mw« nionNS Ec'„w Q4VID K GUSfAFSON PAMEIA McCREA hIFCX70RE WACHIER Counc1 AMmpqrs TiOANS HEDGES cMAdMhi;naa EUGENE VAN OVERBEKE aMCbn Re: 4rav Research Lone Oak Proiect - eoftMare Trainina 8uildiac Dear Ms. Olson: This letter confirms our position on several matters that have been brouqht to our attention with respect to the Cray Research Software Training Building which is currently nearing completion. It is our understanding that the third level floor plan will be revised at some point in time after the first two levels are completed, possibly later this year. Please submit to our office for review and approval the completed revised construction drawinqs before beginning the reconstruction. if you have any questions with respect to this or the items below, please contact me. Studv/Lounae Area Glazina Pursuant to Section 105 of the building code, we have reviewed your proposal of June 20 regarding the acceptability of using a solid hardwood window frame as part of a one-hour fire-resistive wall system. It is our determination that the proposed design, when accompanied by the additional sprinkler coverage on each side of the glass, provides an equivalent method of ineeting corridor opening protection prescribed in Uniform Building Code Section 3305(h)2. The approved use of this alternative method shall be limited to those specific locations listed in your aforementioned request. Life-safetv Revuirements - Level 3 Per our meeting of August 4 and in summary of those items pertaining to the life-safety features of the third floor level which must be completed before a conditional certificate of occupancy will be issued for any portion of the Software Training THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIN Equal Opportuntty/Affirmative Action Employer ELLEN OISON AUGUST 16, 1989 PAGE TWO Building, please note that the following minimum items must be inspected and fully opezational: • Stairway Enclosure 364 and adjoining Corridor 363 • Elevator Lobby/Corridor 301 • Elevator lobby smoke detection system • Standpipe and automatic fire sprinkler systems • Illuminated exit siqns at all exits • Manual fire alarm pull box stations at all exits emporarv Exit Prior to occupancy and during the construction of the Commons Building and adjoining pedestrian walkway connections to the Software Training Buildfng, the following temporary measures shall be instituted to facilitate the exiting of the building occupants: Level One • Remove or affix in an open position Door 132C • Place barrier in Corridor 154 preventing access beyond its intersection with Corridor 132 • Cover or remove exit sign at Door 154 • Provide temporary exit signage routing Corridor 154 traffic through Corridor 132 to exit Stairway A. Level Two • Remove or affix in an open position Door 234A • Place a barrier in Link 217 preventing access beyond its intersection with Corridor•234 • Cover or remove exit sign at Door 217 • Provide temporary exit signage routing Link 217 traffic through Corridor 234A to exit Stairway A. Sincerely, Jp-e 1'??C-"? Joe Merchak Construction Analyst Community Development Department JM/mg cc: Peter Vesterholt, The Alliance Jim Frisell, McGough Construction Eric Lindahl, Cray Research Bill Bruestle, City of Eagan Dale Schoeppner, City of Eagan Dale Wegleitner, City of Eagan LI,Bi,1_7? OMM 3830 PILOT KNOB ROAD, P.O BOx 21199 wC ELLISON EAGAN, MINNESOTA 55121 M?, PHONE(672) 454-8100 THOMAS EGOkN DAVID K. GUSiAFSON PAMEIA McCREA iHEODORE WACHIER July 26, 1989 ??"'?"?`? 7FiONVS HEDGES Gry PdmNMrolor EUGENE VAN OVERBEKE JAMES FRISELL CRY ae* MCGOUGH CONSTRUCTION CO, INC 2737 FAIRVIEW AVE N ST PAUL, MN 55113-1372 Re: Cray Research Lone Oak Proiect - 8oftwaxe Divisfon 8uildina Dear Mr. Frisell: I have reviewed for code compliance the plans submitted for the above-referenced project. The comments listed below refer to documents which make up the Minnesota State Building Code and applicable codes and ordinances of the City of Eagan. Certain code deficiencies may not have been included in this report, but this shall not be construed as an approval of such code deficiencies nor relieve the responsible parties from complying with said codes. Atria 1. In addition to smoke detector locations indicated on the plans, detectors must be installed around the perimeter of the atrium opening on all floors open to the atrium. This would include detectors in areas such as the ceilings of lower lobby 124, corridors 1136 and 1214, and under the elevator lobby balcony projections, etc. See UBC Section 1715(b). 2. A common atmosphere between the atria and the buildinq is limited to three floor levels (levels 3, 4, and 5) ; therefore, door assemblies conforming to UBC Section 3305(h) must be installed between elevator lobby 4202 and corridor 4222. See UBC 1715C. 3. Glazed openings into the atria enclosures shall not exceed twenty-five percent of the area of the common wall between the atrium and the room into which the opening is provided. See UBC 1715(c). 4. Znterior finish of walls and ceilings of atria and all unseparated space shall be Class I. Provide details substantiating that the proposed wall and ceiling finishes comply with code or offer equivalent protection for purposes intended by UBC 1715(h). THE LONE OAK TREE.. THE SYMBOL OF SiRENGTH AND GROWfH IN OUR COMMUNIN JAMES FRISELL NLY 26, 1989 PAGE TWO ExitinQ 5. Corridors must be separated from copy alcoves 1107, 1327, 1511, 2101, 2400, 2515, 2605 3400, 3509, 4203, 4407, and similar areas by corridor walls of one-hour fire resistive construction as required by UBC Section 3305(g), with doors and other openings protected by rated assemblies as required by Section 3305(h). Also, consideration should be given to providing opening protection to doorways between vending area 132 and corridor 131. 6. Install exit sign at door 132. See UBC 3314(a). 7. Provide panic hardware on doors 125, 132, 135, and 533. See UBC 3318(a). 1 Handicap Accessibilitv 8. Provide at least one handicap parking space for each fifty spaces in accordance with MSBC 1340.0300, Subpart 5. Spaces must be identified by a sign visible from inside the vehicle parked in the space as required by SS 169.346 9. Maintain a minimum of seven feet between the two sets of doors across the end of corridor 4527. See MSBC 1340.0300, Subpart 6.D. 10. Verify that the landings near doorways, when configured similar to those of offices 2335 through 2339 (as typified on sheet A2.4A), comply with MSBC 1340.0300, Subpart G.E. which requires one foot beyond the door on the inward swinging latch side. 11. Handicap shower stalls in rooms 142 and 143 must include a seat and grab bars and comply with the provisions of MSBC 1340.0500, Subpart 5. 12. Mount at least one each of the towel hooks and hair dryer controls (and similar accessories or appliances) in locker rooms 140 and 147 so that the working height is no higher than 40". See MSBC 1340.0600, Subpart 2. Miscellaneous 13. Automatic fire sprinklers should be installed throughout the building including stairway enclosures, mechanical rooms, receiving room 2521, and work area 2522. Sprinklers may be omitted in certain electrical rooms. See UBC 1715(a) and 3804. r JAMES FRISELL JULY 26, 1989 PAGE THREE 14. Install approved fire stopping at floor levels in exterior wall cavities. See UBC 4305. 15. In addition to the automatic fire dampers shown on the mechanical drawings, install fire dampers at the following locations: before the 15' linear supply air located near door 125 in lower lobby 124; before the supply air ceiling diffusers in corridors 1135; before VAV box 5-9; at the chase in exhaust ducts 19 and 20 (sheet M2.2.5A); between ceiling diffusers of rooms 4101 and 4102; before supplies in the 4201/4202 area; and at the return air grill in corridor 4320. See UBC 4306(j). 16. Glazing panels (for example as in detail 8/A4.2) in excess of 9 square feet with the lowest edge less than 18 inches above ° the finished floor level shall be safety glass. See UBC Section 5406(d)7. Sincerely, Jv.. rA ?. WA4..L Joe Merchak Construction Analyst Community Development Department JM/mg cc: JerYy Hagen, Project Architect r (Y 5`5 Cl?-k ?. 65093362?62 MAR 08 199 09:20RM SITE SERVICES_ CFRlk &WuA;? • 'r0?^ ??=- -- ? S ;?? ?d 5?'D . SilieonGra hics . AS 1'" p ? ConMuter ms :. ... : ... , . .. . -. .,.?.-. , F.,. . - E <; '.°i°" ' - - t,s::i: •.y. ,?n: r : : ., ..(.:i:.. i:.'.. ?..•.. .? "-'.?>?Cv].::%- ???.:.,?''. ..:.. .,.,-.? . ? , . .. ..,..... ... . . .., . . . , • ' . .. ._ , . ... ..?.?+`. .- , ... ....... .. .... ... To: Mike Ridley Fax: 651-681-4694 From: 7im Morgensen Date: 03/08l99 Rs: Sak of Cray Reeearch Park Pagims: 9 with dus cover CC: Thoafai Hedges ? Urgent X For rmNsw C7 Pleaae Camnent ? Plom Ropy ? Please Rn.yda • . M, • . • . . . . V $UYiMg wltlh you this rY10u14V. F10P0 f6 U?9 pABB n6leaas and some wob bssed iMartrmSon an '-: ;yyA I M 7..-.6wpytd ?preciats it ffyou would pess a oopy ? tlds to Tom, 1 an boWn9 iwwa?d bo ffirn 9 Ya+ snd Tam nextwaek. Pleaw 9lve ma a eall H you Favs anY 4usaGws • -Jhffl Direct tirre: 89P8936379 ... r(° - ?.?i:?• (?..?M'F:-.ir?l:? .yi J•4:?. ' - " ' ??".?.: ? ? . • . • • . • • ? ? • • • ? • • • . . . ? :: : ?,1,.' i:. ?.' a,: Y. fj : ? ? • • • • ' ? ' li,?:?'?.'::?•3:' - _ . ra.'p (0 . 6509336262 $WCkMaWrIMRR 0B 99 09:20AM SITE SERVICES http:/lnewtistoclanucer.wMdisplqy...19990308SFM068lP.Zlo-Wwl&tiCkCr-3G1 CUCK MlRR I Pr i I Comoetifors I &@y Financials l Mamt Diseussion i = WAMINET Inc. and 8ilfcon Graphics, Inc. Form Aliiance PR Nowswirc Monday Mazch 8 8:30am MINNEAPOLIS and MOUNTAIN VTEW. Calif., March 8 /PRNewewire/ -- WAM!NET Inc. and Silicon Graphics, Inc. (NYSE: S I today annouaced a multifaceted, long-term stratagic alliance designed W support the growch of WAM!NET as the leading digital nerivork services compaay. TCey aspects of the alliance includa: An equity investment in WAMlNET by Silicon Graphics valued at $75 millioa in a combination of real estate and cash; in exchanga for an 8.6 percent fully diluted equity intorest in WAM'.NET. Following receipt of regulatory approvals, Silicon Graphics will be represented on the WAM!NST boazd of ditectors. MCI WorldCom made an additional $25 million investment consiaring of conversion of existing debt and $15 million in caah; Silicon Graphics will be designated WAM'•NBT's preferred provider of computing systems and related services over the next fout years, conrinuing the current relationship in which WAM!NET's Industry Smart (TIv) solutions aze built urilizing SiliCOn Graphica(R) products; Silicon Grapkuca will co-market WAM?NET managed data services through their distriburion channele and sales force to the entertainment market and certain U.S. fedeTal govectunent and commercial markets; WAM!NET has also acquired Silicon Crtaphics' campus and Advanced Data Center in Eagan, Minn. (the former headquarters of Cray Research), valued at $40 miAion. Silicon Graphics will iease back a portion of the facility. 318f99 8:11 . lof3 :P ....,u;.??d ',:n ._ - •:°nC ._... ....._"._._LL_. - SfxkMsa?erlMRR_QB_'99__09?_?SAM_ SITE, SERVICES 6509336262 http://news.rioekmuter.cam/display...19990308SFM0682P . 3fe=newz&tielcrSG "We are cxcited about the potential of the WAM!NET/SGI alliance. Thie partnership enhancea our ability to deliver solutiona to the grapluc arts, medical and entcrtainment marketa," said Ed Driecoll, presidant and CEO, WAM!NET Inc. "The auperior bandwidth of SGI workstations and servas, combined with WAM!NET's robust network secvices, creates one of the world's most powerful computer networks. The unique power of this alliance is that it provides the misaing link in digital workflow and will revolutionize tha way crearive profesaionals assemblc media into tb.e next decade." "WAM!NET has been a large and rapidly growing SGI customer since 1994 and we expcct tkiat thYOUgh this allianca out relationship will evotve into a major strategic advantage for both companies," said Ttick Belluzzo, chairman and CEO, 5ilicon Graplsics. "It's not just tho revenue potenrial that makes this an exciting opportunity for SGI. The alliance validates and supports out ovetall strategic d'uection, particulazly in the areas of inedia streaming and d?gital assot managemeat. WAM!NET benefita from our broad product line, applicacions, softrvare tools and computing architeCtures -- aU optunized for high-bandwidth networks -- as well as our great support aad profcssional services capabilities." "MCT WorldCom has had aa inveshncnt in WAMINET since its inceptioa," said Susan Mayer, senior vice president, MCI WotldCotn• "And we welcome the addition of SQI." Silicon Crraphics, Inc. is a leading supplier of visual computing and high-perfortnance systeme• The company offers the broadest range of products in the industry -• from low-end desktop workstatione to servecs and high-end supercomputers. Key industries includa communiCations, energy, entertainment, govenvnenE, manufacturing and sciences. Silicon Graphics and its subeidiaries have offices throughout the world and headquarters in Movntain Viow, Califomia. WAMINET Inc., with its digital networking service, provides the induetry stazldazd for electronic Collabotation in the graphic arts, advertising, marketing and entertainment induetries. WAM'•NI%"I"s Industr}+ Smart(TM) high-speed transpoRation network, on-line archiving service and production workflow application soflware allow subscribers to digitally collaborate with thousands of global trading partaers, in real-time, with one simple connection. WAM!NBT moves customere &om a mechanical manufacturing envuonment, based on local mesaengers and overnight courisra, to a totaily digital production workflow -- cutting turnaround rimes by as much as 75-98 percent and costs by as much as 50-75 percent on the average size file. Since its incorporation in the state of Minnesota in 1994, WAM!NET has signed over 2,500 blue-chip customets in over 14 countries. WAM!NET has its headquarters in Minnespolis and offices throughout Europc and Asia. The company has benefited from a technology partnership with Si(icon Graphics since 1995 and has had a strategic and 318199 B:11 2of3 StoakMe?ur7MRR,08_?9? „0??21AM_SITE_SERVICES 6509336262 http!/lnowS.aockmatar.eomldiap16y...199903089FM0686P . 4lcsnowigchekrn3G , financisl celationship with MCI WorldCom sincc 1996. Far more information on WAMINET, ca11 800-61 1-9006, or visit the compatty's web sita at www.wamnet.cam. This release contains forward-looking statements based on current expectarions or beliefs, as well as a nutnber of assumptione about future eventa, that are snbject to risks and uncertainties thmt could cause actual results to differ materially from those described in these forward-looking ataternents. The reader ia cautioned not to rety unduly on these forward-looking statemtnts, which are not a guarantee of future performancc. In particular, the impact af thie alliance an Silicon Graphics' futura pcrformance will be att'ected by a number af factors, many of which are outside of Silicon Graphics' Control, including increased competition and tecbnological change in the market6 served 6y both companies, WAM!NET's financial performance and buainess execution, and the other riaks detaited from time to time in Silicon Graphics' SEC reporte, iacludiag its Form 10-K for the year ended June 30, 1998 and its Form 10-Q for the quarter endod Dea 31, 1995. NOTE: WAM!NET is a registered trademark, and Indushy Smart is a uadetnark, of WAM!NET Inc. Silicon Graphics ia a regiatered trademark, and the Silicon Graphics logo is a trademark, of Silieon Graphica, Inc. All other trademarks mentioned herein aze the property of ffieir respective awtlet9. Preas materials are available at www.s?ycom/nommom end emnet.com/ Source: Silicon Graphics, Inc. Contact: Kriatin Tschida of WAMINE7 Inc., 612-886-5894, or ]Qistin@wamnek,mm' or Kevin Burr, 650.933-5411, or kburrCacoro.sor 3oha Cristofano, 650-933-2646, or cristo a+A coM,.s?'LQgm both of Silicon Graphies, Tnc. 5ource: PR Newswfre . CCN{CEg - About U-Hdg - inveator Relarions - A Copyright 1993-1998,'?lsrkemlace.net Inc.. All righta reeerved. Copyright (D 1989 Technology and cantent by gj,o^ic commwnsa=. All Rights Reserved. FOR IPiFOAMATiDN ONLY Cantenton rhir pags Lr aYL'ecrsdfro+n SECfiling. 7Hers pa8e+nrcY'°videdj°rlnJbrmatlon ywporea onfy. [Jnder no ?? u ff to bs wed or eoro(Cs/sAoi an ofJ'a/ b ae77 or on oJfer to btty, any+ecwiry. NHlhar eLoafo, nor trs llcwrran nor en t7uough whern the uae. oblaini Nifs 1ry/ormatJen. auaranles tAa+ R A accurafo or comptete or meke aµv warrqrttiu wifA regard ro fAs n+ultt ta be o8inlrredlrom iIr me. 77s prov(derr of 1hu informaef ?mo?the?r af/IJiulad campante+ me3' have a pvelNOn in the saeaneia 3/9199 8:1 3 cf3 6509336262 WAM!NBTIiMAR 68 '99 09-22RM SITE SERVICES p,gl/www.watnnn.wm Nnom lds Cout h6s WAM!NET is the digital networking service thaYs revolutioniaing the way the GraohEc Arts, Med'+Cal, and Ente a9mm n industries share, store, and retrieve critically important intormation. WAM!NETs advanced technoiogy is packaged as a simple manthly service that eliminates the headaches of stafring and capital expenses associated with do-it-yourself wide-area networks. I ComoamInfQ I ?F1G? I d9l8 C WAMINET Inc. 1Q4fl if y? are hsviR9 tfaubls reW7ap c1+i4 P84* E13pC Ft9R8 3/8/99 8:05 Iefl 6509336262 W AM!NES CMf-1R 08 ' 99 _ 09 :22AM SI TE SERV ICEaamncl wDamnes hap:f/www.w P . 64.coa?wmPRnY.htrn WAMliVET was inwrporated in Minnesota in 5eptember, 1994, In 1996, with strategic partnerships and technology from WorldCom, Silicon Graphics, Cisca SyBtems, and Hewlett Packard, the company introduced WAMlNE7(&-the Industry SmartTM digital delivery network-to the graphic arts community. In 1998. WAM!NET Inc. acquired the assets of 4-5ight Limited, the leading provider of ISDN solutions worldwide for the digital transmission of gr8phic files, and began merging the operations, product lines, and offices of bath companies. Today, VNAM!IVET stands as the industry leader in digital connectivity, with ane of the Iargest digital networks in the world. How to find us US Headquarters: WAMINET Inc. O00 W. 110th 5treet Minneapotis, MN 55438 USA Tel: 1.612.888.5100 Fax: 1.612.885.0687 1.800.811.9006 24 hr. Tech Support: 1.800.278.1264 EMail: aaip wamnet.com Website comments or questions: wpb master?.lwamnet.com WAMlNET UK 64-68 Norwich Avenue West Bournemouth BH2 SAW England Tel: +44 (0)1202.208400 Fax: +44 (0)1202.208444 isoN: +aa t0>1202.20600o 24 hr. 7ech Support: 0.800.40.926 EMail: salesXoqr-=ht. co. u k Liata 'gbtjpternatianal ices Hozne I Products & Services I S_ypqlZ I Nmysroom { f omnanv Inf4 - ? ;/8/99 B:CE lofl cm?mll R' - 6509336262 wAMfNEiLMRR 08 '99_ 09:22RM SITE SERVICES hnp:/lwww.w&mne[.werp,-riPture-lo5Ltime.hbn; There's a revolution. It's about time. There's a revolution sweeping the graphiCS arts industry. IYs sbout time. lYs about the hours, days and weeks we all lose shufAing disks back and forth via messengers and overnight couriers. IYs about getting digitally connected. Corparate marketing departments, design firms, ad agencies, printing companies, prepress shops, and publishing firms are demanding a better way to share digital files. They want that precious time back. They want the tirne their Flles spend at the front desk waiting for pickup; the hours wasted in tha belly of an a+rplane, in the back of a truck, and in a messengers pouch. The way they see it, the time a flle spends in transit is time thaYs totally lost to them. No one makes any progress on their deadline while that file is In transport. When files move mechanically, jobs grind to a halt. Deadline pressures mount. Qualiry and people suffer, And iYs a lot of time. Studies indicate that in a typical five-day print production job, 25% (more than a day) of that time is lost to mechanically transporting files. If the same job involves shipping files cross-country, the figure jumps to 40% {two entire days}, 3reros s:o7 1 of 3 Recap "r - ?sT?lrio _ 6509336262 wnM!NETCMRR.OB. '991e 09,23aM SITE SERVICES hup,11?•w2=aaomP.Bpar_logc nme.hm, "Send me a disk," Just doesn't cut It anymore. In the digital age, you need a fast, secure w8y to send and share digital fles. You need to coilaborate with your custamers and vendors in real time. You need to start digital and stay digital all the way through the production process. "SneakerNet", (the process of sending a digitel flle mechanically via couriera or overnight serviCes) just doesn't Cut it anymore. Where did aII the time go? tt got dumped to e disk (five minutes). It got shoved into an envelope. labeled and CaMad to the front desk !10 minutes). It sat there untd it got picked up by an overnight service (en hour). It got thrown into the back of a truck and catted tn the airport (two hours). It gol sorted, sent somgwherB, resorted,rerouted and delivered by 10 e.m. the next marning (14 haurs). iMth WAMINETO servicfl. it GauEd have been there in 15 minutes Problem: lost time. Solutlon: WAMINET. Faced with a growing need to flnd more time, a groundswell of campanies (thousands of the top graphic arts firms around the world) have turned to WAM!NET service. More are signing up every day. WAMlNET is the simple digital connection. When you're digitally Connected you can send files eleCtronically in minutes instead of hours or overnight. You can collaborate with people across town or across the country as easily as if they worked right next door. You C8n build stronger working reiationships and make your company more profdable. You wait less. Yau get more done. You beat tight deadlines. IYs that simple. As more and more companies come to understand what we are and how we work, we're picking up speed. We're setting the 8tandard. Today, we're not just a networking tAmpany. We're the revotutionary way thousands of graphic professionais work w+th each othar around the worid. They're sharing workflow electroniCalfy instead of mechanically. They're recapturing the lost time in their production process. They're getting digitally connected with more and more of thsir customers and vendors. And they're getting home on time more often. Shouldn't you? Fast and reliable. The WAMlNET digitai network is one ot the world's most robust high-bandwidth, high-speed data systems. I2 can transport even the largest digital files around the globe at 3!8l99 8 0" 2of3 . 6509336262 wAMINETLMAR 08 199_ 09:23RM SITE SERVICES hMp:/lwww.wemnet•cauP.9pu? ?-dme.hRni incredi6le speeds. In fact, we're the oniy network that,can guarantee the speed of your file transfers. But without reliability, speed is worthless. We combine sophisticated network management software with a full-time staff of network engineers to monitor the progress of every file transfer frOm the moment it leaves to the moment it arrives. They have hands-on cAntrol of all the traffic on the network, preventing collisions and re-routing packages to the quickest, safest path to get files from point A to point B. 7hey're &Iways these, 24 h4 a?'?°" °?van davs a week, making sure your files arrive on time, every time. This strict attention to detail means you can go digital with confidence. 8ecause the network runs smoothly, your workflow runs smoothly. You start digital. You stay digital. You save time, money, and beat tight deadlines too. WAMINET lets ycu send files electronically in minutes Instead of hours or overnight. NEXT: Elmole Manaaed Packaae ? Cort1n8AY,Otfi HoMg I Produds & SenriC&Bi I DOR I NEMMOMM 3/8199 8.0" 3of3 MEMO TO: TOM COLBERT, DIRECTOR OF PUBLIC WORRS ED RIRSCFtT, ENGINEERING TECHNZCIAN CRAIG KNUDSEN, ENGINEERINt3 TECANICIAN JIM STURM, CITY PLANNER BILL ARINS, ELECTRICAL IN3PECTOR JOE MERCH7IR, CONSTRUCTION ANALY8T UTILITY BILLIZIG CLERR FROMS DOUG REZD, CHIEF HUILDING OFFICIAL DATE s 9//8/89 The Protective Inspections Division will be performing a final inspection for occupancy of &?'j °,S kOhe (%a w- ? f'r ?°? °n ?So??wace ?A,ni.n9hiv?stoR ? Please return this form within '48 hours indicating your approval or denial. Failure of response within that time frame will be determined as approval. It will be each department's responsibility to contact the construction firm with necessary requirements before final inspection and notifyinq the Buildinq Inspections Division when all requirements have been met. Thank- you. ?? itJA&? "/c 1&rsce-t' ? ? ? .ci??E yKe?? 72t4?*-?° ^'-_•t+?a?i-?.? DR/js APPROVAL: DATE: Z ia y ? x?g?C. a'.?..?.? DENIAL: ?? ?? D11TE: / ?? ?? &L??s BwIJinK :nm?a[etl '-1UU0M y ? ?? Gorre Reque3t for Service #OP. . ? BOILER/HEATER Mfr. ? Rated Input SOoO MBH_ BURNER Model No. RIO,Z ML No. F /y ? -? START-UP ? Date: ? oaK ?CC Location: Di ?V ? ant Model No. RV 4;90-1,1-FD(2CIPype GPH# ?- Oil ? SC) Serial No. ? g to 4? S. O. No. ? Phone No.(o 87 -0O (01 S7AtK? Height Size BREECHING Size Length #Els UNIT OUTLET DAMPER-qoOpen BAROMETRIC DAMPER S[ze N14 Mfr SEQUENCE DAM ER CONTROL: Mfr Q Model COMSUSTION AIR INLET Size OIL TANK: ?Abova Burner ?Balow Burner Distance from Tank 4,'0' Vertical Lift l0/ SucEion Line Size i" aPipe ?Tu6tng GAS OIL BURNER READINGS, LO HI LO HI INPUT: MBH GPH 250? $bO 1T FUEL PRESSURE: Orifices-"WC Nozzle-PSIG Qil Return Air-PSIG - - OIL TEMPERATUR.E- F: Inlet Outlet PUMP DATA: Vacuum-nHg ? r Diachar e-PSIG COMBUSTIOI3 TESTS: co2-W 02-% CO-%a Smoke No. O O tl r , DRt1FT: Overfire-"WC ? Outlet-"WC Temp. F Room '57 Outlet Air Inlet Louver-" en Primary Air Adjustment Pos. Drawer osition C7K - - ' Flame Signal-MA/DC Co @Hi- Fire Motor Dat qLL SAFETY CaNTROIS MUST $lower j ffi BE TESTED Oil Pum Air Comp REMARKS INST. MANUAL REC'D B SiARTUP BY Scl..w? APPROVED BY _ DATE SAfETY CONTROL CHECK 1. Lo-Water Cut-Off b K' 2. 5econd Lo-Water Cut-Off /? IA a. Limit Control O K Setting 20 0 4, Operating Control _[Z.K Setting /Rn 5. Firing P.ats Contral dK Setting._(??'? 6, Pilot Turn Down Test O K 7. Flame Failure Test, 8(? 8. Low Gas Pressure Switch [7 K-Setting 9, High Gas Preasure 5witch_0 i?_Setting 10. Low Oil Presaure Switch OK_Setting LSO 11. Low Air Atomizing Pressure Switch settiag X!/A 12. Low Oil Temp. Switch_ Satting H/A INSTRUCTlONS E?'dfl ? ?DI1S ??0. °?cr:r?i C?mr?rs STA R T- U P BwIWMI !ntevTaca ,? nunon, v? -`?( ?055 Go?e Ow'? ?`oaC? Request l?r Service P. O. # l.3 r kLe Location: 9?11o ? BOILER/AEATER Mfr. Fj Model No.USoo?/- Rated Input OOQ MBH 3S•7 GPH# Z__Oil BURNER Model No. I? ?C7, 2-C76 - S O Sarial No. ML No. /a F i N 3 8? 43 s. O. No., STACK Height Size BREECHING Size Length #Els UNIT OUTIET DAMPER -% Open BAROMETRIC DAMPER Size Mfr SEOUEN DAM ER CONTROL: Mfr ?'?Ctit? Model COMBUSTION AlR INLET Size OIL TANK: ?Above Burner Below Burner Distance from Tank 4b/ Vertical Lift_/0 Suction L{ne Size CgPipa ? Tublog GAS OIL BURNER READINGS- LO HI LO HI INPUT: MBH GPH o S o r7. 8 3 FUEL PRESSURE: Oriflces-"WC Nozzle-PSIG 2.0 N. o p 011 Return Air-PSIG OIL TEMPERATURE- F: Inlet Outlet ftm PUMP DATA: Vacuum-"gg Discharge-PSIG Soo COMBUSTION TESTS: ?oz-" . ?d 02-? CO-% Smoke No, O O DRAFT: Overfire-"WC Outlet-"W Temp. F Room _ Outlet Atr Inlet Louver-"Open g i Pr[mary Air Adjustment Pos. wer Position Dra Flame S[gaal-MA/DC (o ?o Motor Data @ HI-Fire Ll L2 L3 p« SAFETY V A V A V A CONTROLS MUST Blower S. 3 BE TESTED Oll Pum Air Comp REMARKS INST. MANUAL REC'D BY STARTUP BY APPROVED BY DATE Date: 5 ? 8 " 9p Phone No. Ca q 7- 00 (o4 ? ? ? ?SAFETY CONTROL CHECK 1. Lo-Water Cut-Off OK 2, Second Lo-Water Cut-Off M b 3. Limit Control 0K Setting 200 4. Operating Control n K_ Setting I A o 5. Firing Rate Control 10 < Setting 17o 6. Pilot Turn Down Teat O< 7. Flame Failure Test 8. Low Gas Pressure Switch _ok_Setting 'S z, 9. High Gas Pressure SwitchnK_Setting bc, 10. Low 011 Presaure Switchn 4?_Setting 15° 11. Low Air Atomizing Prqsaure Switch Setting "/A 12. Low Oil Temp. SwitchpYA Setting INSTRUCTIaNS START-UP ? BuJ?Lng !mr?.aed Sulunuro ? C? _ ?sn?e 80? eoC.j Date: ?-/g -9(cl ? RequeJt for Service P. O. # a?"-C-e Locatioa: QM'J h BOILERiHEATER Mfr. r Model No, k\/ Soo-1,J-E"'?f GO'Type .0000' Rated Input G000 MBH 3. GPH# 2. Oil .000" BURNER NIodel No. R Co, Serial No. .0000? ML No. A?1143 8(a Pz S.O. No. ? Phone No. 8 7 -bo 6 ?! Le,CF &D, (.e v- STACK Height Size BREEtHING 5[ze Length #Els UNIT OUTLET DAMPER -% Open _ BAROMETRIC DAMPER Size NIA Mfr SEOUENCE DAMP,ER CONTROI: Mfr ?'k'G_t?•C. Model COMBUSTION AIR INLET Size OIL TANK: ?Above Surner g Below Burner Dtstance from Tank 4/0 Verttcal Lift ?CD " Suction Line Size I ? EjPipe ?Tubing GAS OIL BURNER READINGS- LO HI LO HI INPUT: MBH GPH 5 00 [. 3S. FUEL PRESSURE: , Orifices-"WC/Nozzle-PSIG 2•0 /o ?t fZ Oil Return/Air-PSIG .lS:'yEi ' OIL TEMPERATURE- F: Inlet OUt10t PUMP DATA: Vacuum-"Hg Discharge-PSIG COMBUSTION TESTS: C02-% OZ-% ,o N, a ll.o V. CO-O4' Smoke No. DRAFT: Overfire-"WC Outlet-"W 04 1 Temp. F Room Outlet Atr Inlet Louver-"Open oC Primary Air Adjustment Pos. 2`i Drawer Position Flame Signal-MA/DC (o Motor Data @ Hi-Fire Ll L2 L3 ALlSAFETY V A V A V A CpNTROlS MUST Blower 3•S 3.2 BE TESTED Oil Pump Air Comp REMARKS INST. MANUAL REC'D BY STARTUP BY APPROVED BY - DATE SAFETY CONTROL CHECK 1. Lo-Water Cut-Off 2. Second Lo-Water Cut-Off UlA 3. Limit Control O<_Setting 200 4. Operating Control OYi_ Setting_! g o 5, Firing Rate Control QC_Setting ! 70 6. Pilot Tura Down Test Ot 7. Flame Failure Test O K 8. Low Gas Preasure Switch_ajg?_-Setting 9. High Gas Pressure Switch0 C_SetHng « 10. I.ow Oil Presaure Switch Q <_Setting I 5v 11. Low Air Atomizing Pre? q? re Switch Setting / 12. Low Oil Temp. Switch_ Setting NIA . i INSTRUCTIONS . ... EGAN Sc SOMS CO, UECHAN/CAL CONTRACTORS 7100 MEDICINE L4KE FOAD • MINNEAPOLIS, MINNESOTA 55427 TELEPHONE 544-4131 • AREA CODE 612 LETTEI{ OF TIIANtMITTAL ro: City of Eagan 3830 Pilot Knob Road EaQan, MN 55122 ATTENTION: BOb W21k2ri Gentlemen: ME ARE SENOING YOU: ? nerewilh ? untler separate cover ? by btarer F-I sePia ? vnnts ? toDY of letter CD shop drawings oa« Mav 22, 1990 Transmittal • SD-2409 Joe No Re. Item No. TNE FOLLOWING: ? for aDProval ? with final approval [] approveA as noteE ? Por cooromation F-? reWrned for correction El lor your informauon ? as Oer your reQUest ? for tlisUi6ulwn ? for lStimate only COPIES owc.NO, nev. OESCRIPTION w NO DATE 3 5/18/90 Boiler Orsat Reports Remo.ks Crav Research - 655 Lone Oak Road COPIES W/ TRANSMITTAL T0: Very truly yours. FGAN t SONS C0. BY: Lary Carlston PER: ? . 4 Sec I TEMPORARY STRSET CONSTRIICTION EASEMENT IN CONNECTION WITH PRIVATE PROJECT NO. 89-E THIS INDENTURE, made and entered into this of .?A^V?A: - , 1990, by and between CRAY RESEARCH, INC. and the CITY OF EAGAN, Dakota County, State of Minnesota, 943309 =1` day , as Grantor as Grantee. WITNESSETH WHEREAS, said Grantor is the ° Minnesotae tlegally land in the City of Eagan, Dakota County, described as follows: The southerly 20.00 feet of Lot 1, Block 1 and Outlot U, Cx?Y SECDND ifLYiTION, accoruiaq to the recorded plat thereof, Dakota County, Minnesota. See also Exhibit A attached hereto and incorporated herein. .00 NOW THEREFORE, the said Grantor in consideration of One (aid b' Dollar and other good and valuable consideration lty Grantee, receipt whereof is hereby acknowledged, herebY conveys warrants and dedicates to said Grantee, its successors and assigns, a temporary easement necessary for the construction of slopes of cuts and fills upon the land above described. Said temporary easement shall er1December 21?n1999akwhichever upgraded to a four lane roadway, o occurs first. The land upon which the slopes of necessary cuts and fills are to be constructed is to remain the property of said Grantor for said period and may be used by itself, its successors and assigns for any lawful purpose desired, provided such use does not damage, destroy or weaken the support of the street adjacent to the above described property. Said Grantor, for itself, its successors and assigns, nereby release the said City, its officers and agents from any and all liability and claims thereof concerning said premises, that result or may result therefrom by virtue of construction of the street adjacent to the above described property. All earth or other material necessarily excavated, removed or taken from said premises in the construction of said street shall become the property of said City to be removed, or used in construction of said street or otherwise disposed of as said City may seem fit. ? ?; I ! 1 f 1 .. ? ? 1 ? I ? _ L J r ? • ? ? • . ? . 01111OT wK ? • \ .i..'i CRAY SECOND ADDITION ? I W710T ? ,r? sart C ? • Y ...•anr? ? ?l \ 'M ?oT i ? I I ? . . b ' :a• ? i o y ? ` ? ii < ?l l l \. ? ? \ ? t`` \ .? \ ' ?IR?1 ? ? N1{I? ? 41 Nk ?'?.?. ?w:• % ?\ I \\ I/? l: ?C i I i i I i ? 41 1 ? ]I ? ?tl 1 ' •- ? .? ??. 1 I ' ? I 1? ?.. • ?aea'n" 1 \ 'M?,, , ; 20' TEMPORARY S1APE EASEMENT .? ? ?J . .. r r=,r •... • ...? • aar. r ? ` a .? ? ?l? ? ? . . . J - -? ?. y;lwu??? IANE OAK ROAD ? ??--- SOUTkI k COR., SECTION 1 IN WITNESS WHEREOF, said Grantor has hereunto set its hand and seal the day and year first above written. CRAY RESEARCH, INC. a Delaware corporation ? By: , It 1 .-.r uf wrcrke• STATE OF MINNESOTA ) ) ss. COUNTY OF _1?r1 The _-foregoing instrument of , 1?'1 ,. 1990, the nirec,4or oF I?rovsr??a r corporation, on behalf of sai wabyacknowled? d before me this ? day Ll?aa.c? 1 ? of CRAY RESEARCA, INC., a Delaware d corporation. No ary Public THIS INSTRUMENT WAS DRAFTED BY: SEVERSON, WILCOX & SHELDON, P.A 600 Midway National Bank Bldg. 7300 West 147th Street Apple Valley, MN 55124 (612) 432-3136 JPE ? uti=ww- M ?ANf? waMwqw MyCam Ex9 12•?2-9a BSEMPT FROM STATS DEED TA% STAMPB lS:5-ov MEMO TO: SHANNON WILLEY, 20NINO ADMINIBTRATOR FROM: THOMAS A COLBERT, DIRECTOR OF PIIBLIC WORRS DATE: APRIL 25, 1989 SOHJECT: CRAY RESEARCH ,( OT 1t SLOCR 1r CRAY ADDITIONY The Engineering Division of the Public Works Department has reviewed the application recently submitted for the installation of a 500' deep well to be installed on the Cray Research property to provide a water supply for mechanical cooling of their facilities and irrigation of their open spaces. The City of Eagan has previously treated these requests as a special permit because it would require a variance to one of the following existing City Codes: 1. Chapter 3, Section 2, Subdivision 5- Private Water Supplies: "...the private water supply may be used only for such purposes as the City may allow." 2. Chapter 13, Section 2, System and Well: "...shall be ...granted approved by the City." Subdivision 14-D - Private Septic ... when said private systems are 3. Chapter 13, Section 3, Subdivision 15-B.2 (a) - Water Systems: "Where available, a municipal water facility shall be provided in the development of a subdivision." Presently, the City of Eagan and Cray Research are jointly installing a significant water distribution system within and around their proposed development to provide an adequate water supply for their projected future demands. The following is a list of other existing commercial/industrial businesses within the community which presently have private wells for their business and/or irrigation purposes even though a City water supply is available to the property: Jerry's Nursery & Garden Store 4381 Nicols Rd. Coca-COla Bottling Company 2772 Eagandale Blvd. Spector Freight Systems 3450 Dodd Rd. Brown Tank of Minneapolis 2875 Hwy. 55 U-Haul Trailers 3890 NicOls Rd. Stiner Corp. 3255 Sibley Memorial Hwy. Mn. Drivers Exam Station 2070 Cliff Rd. Parkview Golf Course 1310 Cliff Rd. Lull Engineering 3045 Sibley Memorial Hwy. Carriage Hills Golf Course 3535 Wescott Hills Dr. Contract Beverages 2755 Hwy. 55 Lost Spur Country Club 2750 Sibley Memorial Hwy. MSA Corp. (formerly ComServ) 3400 Yankee Dr. ISD #196 (Eagan High School/ Northview Elementary Several of these situations had private wells installed prior to the availability of City water and have continued to maintain those private wells. Other businesses like Coca-Cola and Contract Beverages maintain separate private wells due to the enormous quantity of water required for their bottling facilities and their requirement to ensure continued uninterrupted flow during peak critical periods. While the old Ordinance and current City Codes prohibit private well installation when City water is available, it is apparent that this was meant to be applied to a potable water supply for human consumption purposes to ensure the health and safety of the citizens of Eagan. Therefore, any private well installations must be inspected by the City to ensure that there are no cross connections to the City's water distribution system to maintain the integrity and safety of our water supply system. Primary advantages and disadvantages to allowing private well installations have been summarized as follows: ADVANTAGES 1. It minimizes the peak flow requirements that the City must anticipate and provide for in designing our water supply and distribution system. Presently, the City must anticipate for peak flow demands during dry spells when community sprinkling is at a maximum. Minimizing these peaks will help the extended life and usefullness of the existing and future water treatment facilities in addition to our wells and reservoir capacity. 2. It will provide greater incentives for private industries to maintain their landscaping and ponding areas during extended dry periods adding to the overall general appearance of businesses in the City of Eagan that might not otherwise be done to the same extent due to the cost of purchasing treated City water. 3. This provides another method of long-term cost savings to commercial/industrial businesses located within the community. DISADVANTAGES 1. Loss of revenue to the City through the Utility Enterprise Fund which supports existinq water supply, storage and distribution system. 2. The health and safety consideration of potential cross- connections at a later date to the existing City water distribution system could occur without City knowledge. 3. High capacity wells into the water bearing aquifer used for the City's potable water supply may compete with the City's wells and create additional draw-down of the aquifer potentially affecting the availability of our primary water supply. 4. Privately owned and maintained wells provide another potential source of contamination to the City's aquifer. In February of 1989, Dakota County passed an Ordinance requiring all ground water appropriation and well constructions to obtain a permit from the Dakota County Planning Department. This became necessary to ensure an accurate record where private wells are situated and to ensure that they are installed, maintained, abandoned, etc., in accordance with current rules and regulation of the Minnesota Department of Health, Dakota County and affected municipalities. This permitting process of Dakota County does not supercede the City's desires. Rather, it provides an opportunity for review by all potential affected agencies allowing adequate comments to be taken into consideration. If a permit is approved by Dakota County, the local municipality still has an opportunity to deny its installation through its local ordinances. In summary, the Engineering Division recommends that this request be continued until such time that the applicant has successfully obtained a permit from Dakota County. Attached is an article that appeared in the Sunday, April 23, 1989, St. Paul Pioneer Press Dispach. if additional information or comments would be helpful regarding this request, please feel free to contact me for a prompt response. M,. ?- Director of Public Works TAC/jj cc: Joe Connolly, Superintendent of Utilities Doug Reid, Chief Building Official 51. Paul Pioneer Prens Dispetch Sundey. April2a, iaey SOON c ? >p ; C C) < c c - _ ¢ N Decoreh-Platteville-Glernvood Prairie Fond Du - Lac tormation hR°u^t bBd Stalf Grephie Legislators want St. Paul and Minneapolis to use the underground aquifers for thelr drinking water. Most of the two citfes' cooling water for air conditioning is taken from the Prairie du Chien-Jordan equffer. , . • Emohons ruri deep dver.'__*_ :Minnesota ground water By Jeck B. CoHman 3teH Writer While Mimesota parched fn last summer's Aeat and the state pre pared W tap oorfhem lekes to add fiow W the dronght-0epleted Missis- eippl River, about 126 'ttivin Cities businesses cooled themselves wit6 a 'ateady supply oi pristice water from deep beoeath the ground. ' The water, some of ?vhic6 fell to Earth 30,000 years ago, weot tLrongh cooling eyatema once and then into the sewers at an average rate ot 36 millioo gallons a day, part of apror ess that 6as beeo going on for dec- ades. This situstion has ontraged seme ioflueotial oatstate legislators, w6o ? pave decided t6at the one-time ose ot grwod water for air condi8onia6 yo . the 7?vin CiGes is a waste of a pre-• 'I cions state resoara and are movipg I W stop it. They are eapecfally Itted - I PleaseseeWater/10A ?:,. Water/ Change would be costly Continued from Page 1A for cooling is °a bad Pr?denfi In way `Cheatre? ?e ?°?r ?? ' io light o{ the discussion about the future tLat aatcr wi11 be s° .ALsP3u6, Norwest Center. West publishing and the Webb CompanY. lake IeveLs in nurtbero valuable.,' ]owering . pun their ?dinnesota to protect city drinkinB ?M f?oundhwater 1e8'?slat on cer- groundwate pti lls in the Huuse sna water. " ? y?, wants Senate prohibit rnnstroction of ad- Business interests, who teel the tain to be passed state should get some facts before St. Pau1 and MimeaP°1is to use the dltional once-throngh co°u°B gYs- tating a atep that could cost more ooderground aquifers fo?the? _` a??e ??c?'t°afP? i Rff tpar? ;YO milLon for downtown St dtinking water. .Minn? fromgt?e coeditioning systems oo the Paul busincsses atone, have mobi]- all oF its drinkinB wed some of the state's top lobby- Mississippi River and S4 Paal , aquifers, as well as the offsetting i.sts and are launching a countler- draws most of its water from the costs and benefits oi changing to a' attack. I river. different system. In recent weeks, thep haoe man- "When you see that (ueder- But in any case, changing will be aged totilunt an outright ban on so- ground) Water being wasted, it is a eostly and it is mce['tain Who will call¢d "once-throug6" couling in moral issue," Munger said. pay the bill. Eavor of a proposed moratorium However, Munger's plan to get The cost of convertinB EnerBY and a comprehensive study oi the the Twio Cities to drill wells for pazk's once-throngh system wonld situation• But the. rnntrovetsy is Water rather than use the river be a6out =1.5 milliun to $2 miM°° growing at the Capitol. would mean takinB aboal 130 mil- of capital cost and S300,000 a yeaz' State officials are rnnceroed lion allons a day from the nnder- more in electrical costs, said 1Mug about potential depletion of und sources for drinking in ad- Relm, lobbyist Eor the St. Paul aquifers - under6round water for- Fition to the 36 million gallon port Authority. , matiom - beoeat6 the metropoli- average used daily for coolinB. It tan arna and the Potent'al °f O°ce" was not clear how that would pro- Efficiehey cited tArough cooling Systems to ?t thQaquifeis. Changiag would make no sense accelerate the loweriag of what „we aze ??g on the big guns for a pro ect that has won national one eapert called "a bank oE drink- ?d I want good informaUon when awards lor ita ecergg efficiency, al. ing water {or the Twin Cities of the we do it," said Ron Nargang, direc• said Kelm, who ad $ed ??t ould future." tor of the water division of the De- ternative cooling ys artment of Natural Resources• wind up beinB mnch less efEi- Impaet on e?eetri??Y ?We've ot a very comPlicated is- cient." tAey Downtown interests say that gue 6ere _ Just as lakes aod dvers oa the have used underground water for couling during much of this The potentiral ??converting t??cao ??a ?wd 9?e?. century and that forcing a cAange worries propet9 These subsurface places with to different air conditioning tech- «I don't think that the Sk Paul kange sounding names meander nology would not only cost millions building market is s?n g enough e?t difFerent depths under the Twin of doliars but would increase the .??? IL (costs), said Rabert ?ities and across the state. T6ey demand for electricity. (A once pngly?, general manager of BCE p??? ?e ??g water [or through system takes ground water Development Co. and president of three out ot every Eour Nlinneso- with a temperature of about 51 de- fyye St. Paul BuildinB Owoers a°d tans grees and puts it through an ea- Managers Associatioa Most of the cooling water is tak- changer that circulates the cooling Apgelson said bnildinB owners en from the Prairfe du Chieo-Jor- arouod the buildingJ would agree to a moratorium °° ?n aquiter, a bowtiful formetion The move to ban ase ot under- ne W once-through s9s? ?°?le that is showmg pollutioo aod s[gns ground water for air cooditiooing ?e $?? Studies ?e ??ation> but ' of stra[n from use. is being led by chief aponsors of a would fight aoy attempt to force e pfficials worry ?at C0°?°u? massive ground water protecuo° q?ct c6angeooer• • depletion and pollution of this wa- bill. TDe legislation had been scen „? NSP ??g ? ye able W carry t?. ??.? will force drille?'s much as primarily a rvral matter deal- ?t much added capadty?" he a??r ??e Monnt Simon-Hink- ing vrilh pesdcides and abandoned ?d. "Will St mean more pmver ley aquifer - now the source of wells. But ?t has onw moved down-. plan?? , It might ??e most eo- j?t 6 percent of the coolin8 89st? ?en?y ??d method (of ? T? of a St. Paul well at Dale towa in a big way. ?ho "We are pnlling water ont tbat is cooUng) is the way we are doing it SU;?t and Minnebeha Avenue al- 10,000 to 30,000 years old, runninB now. It seves a lot of eoergy." ready show a stesdy drop in the re- it once through a cooling system of this equi{er, consid- aad then putting it back into the One of BCE DevelopmenYs key charging dver;' said Sen. Steven Morse, problems wwild be rnnvert?g ?e ered o?i?t?? qnality e$tate DFI(Dakota. "This is the mot6er World ltade Center aod Town ?ode of Minnesota, our purest and Square, whic6 are cooled by DNR oHlcials sap the sLate's best, and we just should not be de- ground water. Anglesoo estimated aquifer system is not oow a proa ' pletiog it tor suc6 a purpose." it wonld cost il m1B0o f°T eac6 lem. "We are not asing the full' caPec- , Morse says the*e is considerabie building• senflment in the, LegLqlature for Among other St. Panl-area ity of these aquife?s . ?a ?- forcing the businesses W sWitch to atructures cooied bY 6round water ah P. Tufford, a trator of the diiterent cooling systems that ase are the St. Paul Civic Center, Day- water use management oEfice of now bun- condenaers and not andergronnd tuu's, Energy Park, St. Paul-Ram- the DNR. "Bhtbut i[ osed ein a. water. aey Medical Center, the Radisson dant resource, ?d be a prob- , Rep. Willard Munger, DFIrDa- St Paul, Ecolab Inc., 7'he St. Paul wasteful ma°°eT luth, said using underground water hotel, Northwestem Bell, the Ord- lem." '•; . SUBJECT: SPECIAL USE PERMIT APPLICANTL CRAY RESBARCH /I LOCATION2 LOT 1, BLOCR 1t CRAY ADDITION E%ISTING ZONZNG: PD (PLANNED DEVELOPMENT) DATE OF PIIBLIC HEARING: MAY 5, 1989 DATE OF REPORT: APRIL 24, 1989 REPORTED 8Y: DEPARTMENTS OF COMMi1NITY DEVELOPMENT 8 ENGINEERING APPLICATION SII1+MARY: The petitioner, Cray Research, Inc., has requested a Special Use Permit to allow a well located on Lot 1, Block 1, Cray Addition. Cray Research is requesting the well to make up the supply needed for the cooling towers used to cool heat generated by the supercomputers Cray is locating in the new buildings. 450 gallons of water per minute are needed in this process. After cooling, the water is evaporated and released into the atmosphere. We1?Cooling Tower?tmosphere Cooling Tower Cray Research would use the well to supplement their pond when the pond is diminishing due to dry periods, and to provide adequate irrigation for landscaping on their campus. At the January 18, 1983 meeting, the City Council approved a request by Comserv Corporation for a private well for lawn irrigation and pond maintenance purposes. At that time, the Council considered the issue of prohibiting private well installation when City water is available (as the Code states). However, the interpretion was meant to be applied "to a potable water supply for human consumption purposes to insure health and safety of citizens." Comserv was approved unanimously. Also, at that time it was found the businesses like Coca-COla and Contract Beverages were being supplied by private wells "due to the enormous quantity of water required for their bottling facilities and their requirement to insure continued, uninterrupted flow during peak critical periods during which the City cannot guarantee adequate supply through our distribution system". It is also critical to Cray's operation to have the computers on line. To facilitate this, uninterruption of water supply is necessary. Cray Research, Inc. is requesting the same consideration and ? approval received by other members of the business community. If approved, this Special Use Permit shall be subject to all applicable City Codes. ? qeo' ? lJ or3h ? / wne oeK RoAo MEMO TO: BHANNON WILLEY, ZONING ADMINISTRATOR FROM: THOMAS A COLBERT, DIRECTOR OF PIIBLIC WORRS DATE: APRIL 25t 1989 BIIBJECT: CRAY RESEARCH (LOT 1, BLOCK 11 CRAY ADDITION) The Engineering Division of the Public Works Department has reviewed the application recently submitted for the installation of a 500' deep well to be installed on the Cray Research property to provide a water supply for mechanical cooling of their facilities and irrigation of their open spaces. The City of Eagan has previously treated these requests as a special permit because it would require a variance to one of the following existing City Codes: 1. Chapter 3, Section 2, Subdivision 5- Private Water Supplies: "...the private water supply may be used only for such purposes as the City may allow." 2. Chapter 13, Section 2, Subdivision 14-D - Private Septic System and Well: "...shall be ...granted ... when said private systems are approved by the City." 3. Chapter 13, Section 3, Subdivision 15-B.2 (a) - Water Systems: "Where available, a municipal water facility shall be provided in the development of a subdivision." Presently, the City of Eagan and Cray Research are jointly installing a significant water distribution system within and around their proposed development to provide an adequate water supply for their projected future demands. The following is a list of other existing commercial/industrial businesses within the community which presently have private wells for their business and/or irrigation purposes even though a City water supply is available to the property: Jerry's Nursery & Garden Store 4381 Nicols Rd. Coca-Cola Bottling Company 2772 Eagandale Blvd. Spector Freiqht Systems 3450 Dodd Rd. Brown Tank of Minneapolis 2875 Hwy. 55 U-Haul Trailers 3890 Nicols Rd. Stiner Corp. 3255 Sibley Memorial Hwy. Mn. Drivers Exam Station 2070 Cliff Rd. Parkview Golf Course 1310 Cliff Rd. 2. The health and safety consideration of potential cross- connections at a later date to the existing City water distribution system could occur without City knowledge. 3. High capacity wells into the water bearing aquifer used for the City's potable water supply may compete with the City's wells and create additional draw-down of the aquifer potentially affecting the availability of our primary water supply. 4. Privately owned and maintained wells provide another potential source of contamination to the City's aquifer. In February of 1989, Dakota County passed an Ordinance requiring all ground water appropriation and well constructions to obtain a permit from the Dakota County Planning Department. This became necessary to ensure an accurate record where private wells are situated and to ensure that they are installed, maintained, abandoned, etc., in accordance with current rules and regulation of the Minnesota Department of Health, Dakota County and affected municipalities. This permitting process of Dakota County does not supercede the City's desires. Rather, it provides an opportunity for review by all potential affected agencies allowing adequate comments to be taken into consideration. If a permit is approved by Dakota County, the local municipality still has an opportunity to deny its installation through its local ordinances. Zn summary, the Engineering Division recommends that this request be continued until such time that the applicant has successfully obtained a permit from Dakota County. Attached is an article that appeared in the Sunday, April 23, 1989, St. Paul Pioneer Press Dispach. _ If additional information or comments would be helpful regarding this request, please feel free to contact me for a prompt response. Director of Public Works TAC/jj cc: Joe Connolly, Superintendent of Utilities Doug Reid, Chief Building Official St. Paul Pioneer Preee Diepetch Sundey, April 23, 1989 , ?9 Z? >p > C U Q 'EL T O? y C Sea Fond Du1 Lec 2? tormffiton Decoreh-Plattevllle-Gtenwood Mourn b@d Steff arephiC Legislators want St. Paul and Mtnneapolis to use the underground aquifers for thefr drinking water. Most of the two Cities' cooling water for air conditioning is taken from the Prairie du Chien-Jordan apuifer. , ,, I Emotions . 'Minnesota g r By Jack B. Coffman StaH WrBer While Mimesota parched in last sammer's heat and t6e atate pre- nern,t rn #n.. ......e... 1.t.... 1- ??. ru ri deep divex. ound water the sewers at an average rate of 36 million galloaa a day, psrt of a prac- css that has been going on for dec- ades. : . River I I III Water/ Change would be costly Continued irom Page 1A in light o( the discussion about lowering lake levels in nurFhem Minnesota to protect dty drinkin8 water. ' Business interests, who fcel the state s o ge some facts beEore talcing a step that could cost more tpan ;20 mLllion for downtown St Paul basinesses alone, have moLil- ized some of the state's top lobby- ists and aze launchin¢ a countkr- fa eooling is "a bad precedenk in the future khat water wil1 be s° . way Theatre, the Piooeer Press pispat?h, Norwest Center, West valuable." Publishing and the Webb CompaoY• the n Munger, who like Morse is spun- r' t forms, In their - prese d Water bi1ls 1D the Souse and sor of ground water legislaUon ce tain to bep? t6is qear, wants graun Senate prohibit conatrnetion of ad- s- St. Paul and MinneaPolls to use the ditional once-tLrongh cooling sy all for a comprPLeosive d noderground aquifers for •their drinlcing water. 11SinneaPolis Bets c i,ems an studp of the impect of these sir s on the t all oF its dnnlcin8 water from the em coeditiooing sys Mississippi draws mat of? its vu2ter from the , costs and benefits of c6aaBinB to a different system. river. e that (under- " ?il be But in any case, changiuw When qou se ound) water being wasted, it is a 6o will costly aod it is uncertain ? moral issue," Munger said. er's plan to get Mun pap the bill. The cost of converNnq Eoer6Y g However, 1'win Cities to drtll wells for th Park's ooce-thronBh system would i e water rather than use the nver aboat 130 mIl- ki t on pe about;l.5 million W;2 miU of eapital cost and 4300,000 a year ng a would mean lion gallons a day from the d g h ?a m°g ta 1 ad- round sources for drinkinB i tor t e Relm ?lobbyis gall In diGon to the 36 million Port Authority. , I f average used dazly for cou 8- was not clear how that would pro- tect the aqulfers. "We are takiag oo the biB Bun" and I waat good informatioo when we do it;' said Ron Nargang, direc- tor oi the water division of the EHieieneY aKed Changing would make no aense Eor a project that has won oational awazds for its energp efCiciency, said Relm, who added that ao si- ternative cooiin sYstem Would 'nd u being 'much less etfi- . Impaet on electric?tY partment of Natural Resourc . wi p Downtown [aterests say t6at a'e've got a very complicated is- cient" they have used underground water sue 6ere. Just as lakes and rivers on the for cooling during much ot tlds The potential cost of converting surEace vary in quant[ty and yuali- ?enturp and that foreing a change worries property owners• ?h ?e snbsurEaceropla esu W h to di[ferent air cunditioning tech- "I dodt think that the Sk Paul 8trange sounding narnes meander nolo? would not on]y cost millions y?l?og roarket is strong ?°°8b at diEferent dept6s ander the Twin o[ dollars but would increase the -W stand it (costs), said ftobert Cyties and across the state. 1'hey demand for electricity. (A once- poglesm, geaeral manaBer of BCE pr?uce the drinkinB Water for throug6 system takes gronnd water Deoelopment Co. aod president of three out of every four Minneso- with a temperature of abont 51 de- the St. Paul Bui1d[ng Owners end tans grees and puts it throug6 an ea- Managers AssociaUon Most of the coolin6 water is tak- changer that circulates the coolin8 ppgelsoo said bnildin8 0wners en from the Prairie du CLienJar- azound the building.) Would agree to a moratoriutn on dan aquifer, a bountiful formation The move to ban use of under- cew once-through s9s1ems while that is showmg pollution and stgns ground water for air conditionin8 the $tatk studies the situation, but of strain from use. is yeing led by chief sponsors ui a Wonid fi t any attempt to force a Ot6cials worry that cootiou massiye ground water protectlon ? 6ill. The legulation had been seen 9°1ck cha°geover• depletion and pollutioo oE t6is wa- matter deal- "Is NSP g°ing tO be able to carry ter source will force drillers m°ch as pes primarilyUa abandoned ?t much added cspacit9? " he deeper to the Mount Simon-Hink- rog wells. with But it has ctdes rural now and moved dowo-, said. "Will it mean morn power ley aquifer - now the source of plants? ... It might be the most en- just 6 pereent oE the coolin6 system toovn in a big way. nu?en?Y ?d method (of w T? of a St. Paul well at Dale "We are pnlling waler wrt tl?t Is cooling) is the way we are dotog it Str?t and Minne6aha Avenue al- 10,000 W 30,000 years old, runnin8 noW. It saves a lot of energy." ready syoe a steady drop in the re- it once throuB6 a cooling system of Ws a mfer, consid- and then puttiag it back into the One of BCE 15eve1opmenYs ?e ?ed? important by the state river;' said Sen. Steven Morse, problems would be converting ?? of its high qualft9• : DFI.Dakota. "This 1a the mother World Trade Center and Towo lode oi Minnesota, our purest and gquare, which lare eson ooestimated auiEer system is oof o e a pr? : best, and we just should not be de- ?OWO?d euon for eacb lem. ' pleting it for such a purpu cost •rype are not nsing the fu11 ?P?c: ; Morse says there is considerable building. 3aid Sai sentiment in the, Legislature Eor Among other St. ouendtwater iathy Pf' [Eord ?adminiyst'trator of the forcing the bnsinesses to switch W structures cooied bY q?' different cooliog sgsteme that ose are the St. Paul Civic Center, Day- water use maneBem?°t °fiice of Paul- the bun- condensers and not ondergromd ?, Medica?Centei tSt. he Radisson danD reNR. sour ? ceh butwu used ain a: water. Rep. Willard Munger, DFLDn- St. Paul, Ecolab Inc., The St. Paul wasteful msmer cauld be a lutG, said usieB underground water hotel, Nort6westem Bell, the Ord• lem•° • z• ` 5C-7 ? - ^/ 1 . gL?O`O DRAINAGE AND U:ILITY EASEMENT THIS INDENTURE, made and entered into this ? 7w day of Peck.,,..61lz . 1987, by and between CRAY RESEARCH, INC., as Grantor, and the CITY OF EAGAN, Dakota County, Minnesota, as Grantee, WI'i'NESSETH WHEREAS, said Grantor, in consideration of One Dollar ($1.00) and other good and valuable consideration, to it paid by Grantee, receipt of which is hereby acknowledged, hereby grants an easement to said Grantee, its heirs an3 assigns, for permanent drainage purposes, including the normal practice of filling with water from storm sewer runoff, and for utility line purposes All that part of Lot 1, Block 1, Cray Addition, according to the recorded plat thereof, Dakota County, Minnesota, which lies within the circumference of a circle having a radius of 85.27 feet. The center of said circle is described as follows: See Exhibit A attached hereto and made a part hereof. The Grantee shall have the right to do whatever is necessary for the enjoyment of the rights herein granted, including the right of clearing the easement area to allow for the use of the land as state3 herein, and for ingress and egress to and from said tract of land and over and across said easement only for the purpose of constructing and maintaining, operating and repairing said drzinage facilities and utility lines. And the said Grantor, for itself, its heirs, executors, administrators an9 assigns does hereby release the said CITY OF EAGAN, its successors and assigns, from all claims for any and all damages resulting to said land by reason of the location of said drainage facilities and utility lines. By acceptance of these easements, the Grantee agrees that it snall restore the property located outside the anticipated p=rimete: of moving water to as near the existing grade as is reasonably possible and further a?7rees to replace existing cultivated shrubs or sod and to seed all other areas not covered with mo•ing water. IN WITNESS WHEREOF, the Gcantor hereto has hereunto set its hand and seal the day and year first above written. CRAY RESEARCH, INC. By: Its: t t And: ?,u.G? I t s : ' ,.r3 ?,,,,,,G,?? EXHIBIT A Cortmencing at a point of curvature on the boundary of said LOT 1, said point of curvature also being the northeast corner of OUTLOT A of said CRAY ADDITION and being a point of reverse curvature on the boundary of OUTLOT E of said CRAY ADDITION; thence on an assumed bearing of South 14 degrees 38 minutes 04 seconds West, along the boundary 6etween said LOT 1 and said OUTLOT A, for 70.00 feet; thence North 38 degrees 16 minutes 27 seconds East for 85.27 feet to the center of circle to be described. ? I ? . RAY ADDITION ? n ?? -. ?1 (?('1 - ?/-i (\ ? I- ti 0 nV U !-1 Li LJ I TI0 I V Rep No 12682 1O o ? - S89°33'17°W - " --- 1334.81 ? l ?6/ b 166 ?? 12 ?O '- 33604 -'-" - ?O '?4 '??bb n ? ? 1 >a no = "', /e A? a 6': +,? ry J = \ ( Q 5 oP p^ ? -y1l 95? ao W W Ir W I N I ryml I? ? ? N ?rvj N p ru p O I o O z 4= 20°33'44" ? I „pl N O ?`?'? 4=15°I3'. I/ . `45 12 ?`--`, - wp, pppl P l 50o°3s j? E ' _ , 7p 00 ,o fl:6?o403 , G='?°Z?,Zq+ i - 35572 i. P' ?/??AINAGE 9 U71LIT,y ?ASEO ? R-530 00,,z6'6g 2°' ?o.oo T C= 3 30 -N Line SE 1/4, Sec, I 91468 ? \ ? \\ 16/ 514°3804 W R=5993B RADIAL i a:?5o? UTILITY Z???? ? i CChd` 58.635 96 K' EASEMENT 3CP p \ VAC neR ? J ID oC\0 1 LOT I \ ?'9s yl rn \J N ? ? ? B OC J . I \ p ?M °? L Y 80 I OUTLOT E ? 1 cT ? ? L) ur Y ?? _ J STATE OF MINNESOTA) ) 'SS. COUNTY OF On this day of , 190 before me a N7Pu ic within and for said o.unt pe?rsoy? alI'y appeared !????0_.lYt-J and ??LY 01J%ll 1 ?n //v] ?.? . r:m me personally known, wh T ¢ ng each bj+ me -duLyrn hat they are respectively the /y? and ? ? of the Corporation name in the foregoing instrume t, and that the seal affixed to s3id instrument is the corporate seal of said corporation, and that said instrument was signed and sgaled in behalf o?s id c,qx?por?tiop by aatho?? i?.y of its Boar f Di ectors and said ?° J-G'-- acknowled d said instrument to be the free ac arLd deed of the ,corporatio`n. ?x - ? rc _ PUB C•?1;nNES?TA ? Nota y Pu ic HENNEPIN COUNTY S M1CmNn1210 Eupires Jan.11, lncp ? Y?au....' THIS DOCUMSNT DRAFTED BY: Hauge, Eide & Reller, P.A. 1260 Yankee Doodle Road, #200 Town Centre Professional Bldg. Eagan, MN 55123 (612) 456-9000 EXEMPT FROM STATE DEED TAX STAMPS Transfer Entara? This day ot County Accitor, Da:cota Co? '?JUN'25 '90 10:33 FROM RRCHITECTURRL RLLIRNC - -Transmittal ? ? U 1 S ??/? ,. SoF7t???E?_ ----? ... _ ........ . ? ka6??aa ATr?z?... .;.... ..dt?e.... ??!l2r??.Q.? .. ....... _. . SLIB]fiCT: ........ .. ............................. ....... .. . ... . ................. ........... 21 We are sending you the following: Prints E Shop Drawings Spec;fications 5amplea PAGE.0B1 The Alliance ARCH3THCTURE PLANNiNG INTHSIOR9 DA :. C7' .7 ( V -CUM-M U. _srvcwstR ro :... ... .......... ........ -...... .. .......... ....... . ........, . P ? H Correspondence ltem No. co ies Shect no. i]escri tion z s 4 y? CCI? rrwa r refoT a s For approval As requested For bids due Accepted as nobed For distribution 19 For revieW dt cvmrtent ? For your u9e Revise dx resubmit ..?4.... C. ......... -????. ..?...?t(.{S? ?L?........?/.C?N......c.M ...... .. ....... ............... ... .. ................... ,................... ........ ..... ............. ....... . --- _.......... .. ........... ...... ...,....... _. .. _. ...... . ...'T3.t.......1??5 .... ... . .. . ....... ...t? c..r...? F?CD... . _ ........ 3y.......?? ........... --.??c?n1L?' ..:? -z?s? .. . ,, . ... . ry: f? <. 400 Cliiion Avmwe Sont3y Minneapplis, Mianesota 554031614/871-3703; Fu 617l871-72III JUN 25 190 10:33 FROM RRCHITECTURRL RLL?aNC T . PPlRroefuct PreseMation' SG Floaring Systems ller-Tex $G mbDer #loors oHer the best technical advanres in rubber floonng knovvn tnday. Fnrmulahed from 1(Hy7u syo- . thetic rubber, Der-Tex SG incorporates all the advantages of conr•entional rubber flooring, plus ae exclusive wicanized wax-frge D'aCkttlg W}uCh a5511Tes supCrior ? adhesion. I3er-Tex offers the greatest choice of calors and patterns than any other rvhber floprinR manufacturer in the w arld. Custum colors can be produced wich onEy a'L.000 sq.lft, minimum requirement. oURA8tl17Y: (10 year Iimi[cd warranty) Exceptional akuasion resistattce and ioad bearing capacity of the syuthetic rubber formvlation attaio such advanccd pmper- ties that, often even aRer 17 ye, r= SG flvarings show no si{Znc ot wc: SAFE3Y: Der-Tex SG rubber it=_s anti-slip sIIrface studs and [CXi reduces thc risk of slips, falls, a, accidents. RE$ILIENT: The intrincic reci- - our tiles provide.e cushiovc'? sound ahsurption, and : breaka,qe of dropped ot. CHEMiCAt RE5lSTAN"1. resist astack from many oils, acid>, snlvcats. aikalies, and many other chcmica?s. RRE & CIGARETTE BURN RESISTANT: SG rubber fl0or tik-s mcet y?+ Class 1 safety reqi11r2rtteats. Class A can a.lso i>e met with our special fornfula[ion. A31 qualities are also eigarettc bura resis- tant, teaving no burn marks. MAMTENANCE: Uer-Tex SG tiles clean easily with regulai vacuumitig and damp cnoppitig. Patterns-Indoor aual,ty Cve.eti Artlcle! Ti1B$i'Le Thicfiness StudHelght 0 SAFE-T-STEP SG 1974 19.69"x 19.69" 3.5mm .5mm SGly731,9.69"x19.69" 4.5mm .3mm SG356f119.69"x19.fi9" 4.5mrn .5mm SG 1552 I9.69"x 19.69" 5 Omm 3.0mm SG197539.37"x39.37" 4.5mm .5mm SG193439.37"x39.3i" S.Omm 1.Qmm SG197739.37"x39.37" S.Omm 3mm i SAFE-7TREAD SG 1553 19.69"x 1969- . 5.Omm 1.0mm ¦ 5AFE TTEX SG 1696 79.69" x 19.69" 3.0mm Textured sG 155ti 19.69" x 19.69" 5.Omm 'lextured ¦ SAFE * LAY SG 1551 19.69" x.f 9.69" 4.Omm 1.0mnt 14 Standard Colors-(Indoor Quality) Q Availabk in Safe-T-Step, Safe-T-lYead, $afe T I,ay. "`Safe-T-Tex. No minimum arder required. '.`iot 2v2dable m IiRht yley O[ eley beige, brown nut brown Lrick red h3ue-grey grey-blue 10 0 m 0 09650/DER CORPORATI(7N BuyLine 2428 PAGE.002 stee} bluc gee¢ 6urgundy mcide red ? Peltt$RTS (actual siae) SAFE-T-STEP 1.0mm stud heigM .5mm stud height SAFET-TREAD .3mm stud haigM SAFE•T-LAY 7mm stua tieiot imm SWd h¢ight SAfE-T-TEX texturetl (sfate) Q For appbcationg that require fiooting to withstand extreme heavy duty traf5c and fork lift traffie, etc. we recommend pur lugged back tile. Available in SG 1560, SG 1552, SG 1556. 5G 1934 aud SG 1979. JUN 25 190 10:34 FROM RRCHITECTURRL ALLIRNC , Der-Tex SG Rubber Flooring UAlllses, Appl3catiom %Properties Y)er•Tex SG rubber flooring tiles aie available in 5 Special qualilies: INDOQR: Applications; .=.hopping centers, rcception halls, offices, airports, sub w-ays, stair c35es, haspitals, avtomobile show rooms, theaters, hotels; beauty salon?, elevators, lobbies, resedential kitchens only, e[c. OUTDOOR: Appt;cations; balconies, ter- races, open air st8iY5, pe(1C6trian walkways, green houses, etc. OIL RESISTAN7: Appiic.ations; aUtocnobi€e KarageS workshops, prinring pxessec, warehouses, foud prceessinA- places where 4aoring might come in contact with uil sdbstances. ELECTFiICAttY COMUUCTIVE: Ap- plications; laboratories, computer rooms. hospitals, ammunition facilities, etc, GOLF SPIKFJSKATE BLQOE RE515- TANT: Applitatipns; areas surrounding ice rinks, areas exposed to gokf spikes, fxee wcight rcxrns, etc. PRGE.003 99650/DER BuyLine 2429 CPlCompanents, Parts Accessories Complete line of accessories avaitable in the SLandaYd 14 colors with no mFnimum order. (AU available accessories are avt shown.) 31ngle Piece Nose, Tread end Riser sma W. 1.. Rgt. SG 1599 S'3" 39" i.Onun SGfY/8 !' 19" Smm sc 1557 ? xy. I omm SG 1581 S' 19• ? TopsetCove Base 5(;1520 2.401H 1'L1 CG 1521 :I.M°A 121 Stair iY{pldng- Open Side 5(:113] l5ft"11 7.90"L Stair Molding- Watl $id¢ % 1530 2.40'H 7.31)'L Cantoured 5st- in Coving sc ?sso I 97-H 121 SL 1586 3.43"H 121 1UN 25 '90 10:35 FROM RRCHITECTURRL RLLIRNC ? Der.-Tex SG Rubber Flooring TSlTachrtical Suppon Test Data Der•"Iex SG rubber flcxiring meets ali known ASTM ratings for general pur- pose flaoring. For specialized re- quirements, other rubber formulas are manufactured. Example: New Formulatian SG 7974 Test-Indoor Ouali[y Result Shore han1mess ASTM D.7240 N7.2 (4) 'Rncile ctrenglh ASSM D412 1300 psi avg. Ekmppti(m ASTM D412 340°R+ ovg. Nal4rapsorWjm .30% 2vg. ASTM D•570 eVxasion..H-18 c+h'bcr whecl .309 avg. g,n. Gxx SOOgr kadati(lOPcyclcs (ability:ores? weAr) Sta[ic meffirient of friction 1.06 avg "'- A5TMA-2047 vrykattxrsales Flammebitiry ASTM E448 Na kss flun .5 ? N3II5(Cl8561) Available $peCIfICatlOC1S IndoOr QUality Der-Tex SG rubher flooring sball be 100% cynthetic iubber (Styrene Butadiene). plus the finest organic stabi&zrs, and fade resistank color pigmen[s and miy;rating waxes in the wear surface, plus a wax-free vulcanized 6ar.k to ascurc supcrior bonding. There shall be no coarse fillers, sand or natural ruhber in the formula. MFIlNaterfais, Flnisbes PRGE.004 oassoroEwt BuyLine 2429 Available Speciai Colors d 35 spEtial coiors aze available in oui ii7door quality. Ali pattems tan be ordered. Ccrtain minimum requirements may apply. Contact Der•Tex Corporatioe for additionat infOCI113tion. 'khaki grey 'yellow •b3ue 'red oranyLe `grel' •azure blue M M ENNEN ENNEN 'olivc red sand yellow light blue nuVUOise green :cx? s-) .greyotive fir grem post yeilow rob"vi red silvet grey rced Rreen ocean bIue emerald green NEmm pigeon blue mons green mahoRarwbrown yeiluw green ,00M 'Nu avnirtwm rnquired. $8fC T Trx ncrt ?arlable ia light wlars. pcarl white tra£fic blue E/__? be* axiielupe P ?? ? 360 nnerr,mack st• ac avan?ii?, costs LawrenCe, MA 01843 For additional informatinn, call CORPORATION 1.soo-w-o364 SwCCtS BuyLine. Installation Warranty Specifiers Binder Ih;r-Tex SG rubbcr tile ean be installecl Gopy Of Our 10•year lunited warranty Is avai3able W architects and designers on u groperly pmpaxed sub•floor. For is available upon request. who need mae detail in regards to ar detaiied in,eEallation & mainteqance in- ' tual SBmples, instal]ations, struc{ions, contact Der-Tex maintenance insttuctious, eta Cnrporacion. PqINTEOIN W^A ,,, ; . , ? ,;,, , . - .. ....,....._.:-.- ,,..-._.._.. .,,.."'_'_ •_ *? TOTAL PRGE.004 *? ?5'DVY ,. ?---- - Mernorandum ? Meeting ? Telephone The Alliance A&CH[TEC7URE PLANNINC IN7ERI0%5 _PROJECI': r I DATE' 3I L I I D TIME: ?'1LJ?..... .?..1.1 I.?a1.Q(J .. ............ ? LO?Fr OIkIL ?7,??., COMM NO: susJECr: b Hw?..1 _corIEs_TO:..f??G..?... ?rK01?.? ?1 f.?.7[ R?fXiMTS F1?'M?V¢,Slb.tl.V? Lf1h'?!? 14 MET TALKED _......._pti......_. __. _. _ ......... .... .. _ . _ .. .._.._ _ .. .. Jo? . ... ..._...... _ _Mt?+.??t??.......... . COMPANY: ??,?tT? Otr "pkv,) PHONE NO: 400 Cliftoa Avenae _ _ t_t...._ ........................................-.------ ..............-------- .... _:,._._..._............__.._ .... _... _ Minneapolis, Minneeota 55403; 612/871-5703; Fax 632/871-7212 , Mr. Joe Merchak City of Eagan 3830 Pilot Knob Road P.O. Box 21199 Eagan, MN 55121 March 21,1990 Rr. Smoke Venting Requirements Skyway Between CCN and Software Division Gay Lone Oak Project Dear Mr. Merchak: . ; The Alliance ARCHITECI UItC PLANKWG Ih'IGRIORS The Minnesota State Building Code calls for "means for venting smoke and hot gases to the outer air" (MS 1305.1590 section 509 paragraph (i)). We would like to propose the "means" to be the breaking of the windows to vent the smoke, which are continuous both sides of the skyway. In conversarions we have had with the City of Minneapolis each skyway is considered individually and that breaking of the glass has been considered as an acceptable means to vent the smoke and hot gases. We feei this would be acceptable in this case because 2/3 of the skyway is located over landscaped areas, only 1/3 of the skyway crosses over a secondary pedestrian sidewalk. The skyway also, is not an exit, is constructed of nonwmbusrible materials, fully sprinkled and has doors on each end which automatically close in the event of any fire. I hope you agree that we are meeHng the intention of the code by breaking the glass for smoke evacuation. Please ca]] me with any questions or comments. Sincerely, JERRY HAGEN, AIA Project Architect cc: Jim Frisell, McGough Peter Vesterholt, The Alliance File 400 CLftun Avenue Sonth, Minneapolis, Mumesota 55403; 6121871-5703, Fax 61218717212 MICHAUD COOLEY ERICKSON & Associates, Inc. SUITE 1325 625 FOURTH AVENUE SOUTH 7anuary 12, 1990 Mr. 7oe Merchak Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55121 . . ?? ? ? Consulting Engineers MINNEAPOLIS MINNESOTA 55415-1698 TELEPHONE (612)339-4941 FAX (612)339-8354 f2e: Cray - Software Division Atrium Exhaust Eagan, Minnesota Mr. Merchak, This letter is in response to questions raised in a meeting 12-21-89 with you, Scott Newland from The Alliance and Craig Lemma from MCE & Associates in attendance. The concern on your part, as we understand, is the ability of the atrium smoke purge fan system to handle adjoining corridor/secretary/lobby/lounge areas should a breach occur in the wire glass separating the atriums from these areas. We have checked our design for the atrium smoke purge systems to verify the theoretical ability of ihe systems to handle the adjoining areas. The following is a breakdown of atrium areas, public areas adjoining the atriums, and air quantities designed to exhaust these areas. Areas To Be Exhausted Atriums 1 through 6 Lounges/Lobbies/Corridors Secretarial Areas in Corridors Grand Total = Total Cubic Volume of Space 228,500 cu. ft. 303,000 cu. ft. 62,576 cu. ft. 594,076 cu. ft. Section 1715 (b) 1 of the Uniform 8uilding Code indicates that atriums are to be exhausted at the rate of 40,000 cfm or 6 air changes providing smoke does not migrate beyond the perimeter. The systerns, as designed, consist of a smoke purge fan and controls for each atrium. The smoke purge fan is part of the air handling system. During normal operation, the smoke purge fans are used as building relief fans. When in a smoke purge mode, the fans exhaust directly from the atriums. PRINCIPALS: ROBERT L. MICHAUD ROBERT E. ERICKSON DEAN A. RAFFERTY MONTY L. TALBERT, JR. DOUGLAS C. COOLEY Mr. Merchak January 12, 1990 Page 2 Each smoke purge fan exhausts 40,000 cfm in the smoke purge mode. There are six (6) atriums; therefore, a total of 240,000 cfm is exhausted during a complete smoke purge of all atriums. The volume of air required to maintain 6 air changes through the 594,076 cubic feet of atrium/public spaces is 59,410 cfm. The system as designed is capable of 240,000 cfm. Based on 240,000 cfm capability, the atriums and adjoining spaces can be exhaustedd at a minimum rate of 24 air changes/hour. The smoke purge fans can also be used manually to purge the entire building, since they are a part of the air handling systems serving the offices, etc. during normal operation. The entire volume of the Software Division Building, at 4 air changes, would require approximately 191,000 cfm. The systems as designed would mainiain 6 air changes. 1 trust the information above will clear up any questions you had concerning the airium exhaust systems. If you do have any further questions or comments regarding these systems, please do not hesitate to call me. Sincerely, MICHAUD, COOLEY, ERICKSON & ASSOCIATES, I ZL k Craig 7emma Copy: 7erry Hagen - T.A. Dean Rafferty Larry Jensen Craig Tarr F.EB 12 '90 13:19 FROM ARCHITECTURRL ALLIANC ? Fax Leadsheet PaGE.aai The A1liance eacxrrscrvas PtANNIKC {NSfiR10R5 e"? ..... .... Ta. sr-? a?..... . ........... _ .........................i................ ........ _..................... ATTENTION: suBlECr:..... ...... .... ...... ......... .., ?'l i1-E6 1? ??. . We are settding you tkte following: ? Dtawings ? Specifications -UXT-E Zliz ((:io 1TME SJENT. -CUMM N : ax Noa NO.OF PA (Incl. this page): n Coaespondence ? LL?3 item No. cn ies Sheet no. Desan tion 1 ??~?OIZ ?h u ? • 2.' Y 3 H For appmvai Attepted as noted B For review & commeat As requested For distn'bution Revlse 6c resubmit ? For your use `:. ?'t,zaae nvl,ify us:?iieriiedxabaiy;i?*l?srr `eia tu?C;ia?aeitia;i?s tra?ra?irrr'osiiirr sa noterl,?e::; ?.-• .. ..... . .. ......... 400 Cliftoa Avmae South, Minneapolb, Mlnnee !a 55403; 61T/871-5703; FAx 6121371-7214 FEB 12 '90 13:20 FROM RRCHITECTURRL ALLItiNC PRGE.002 ? Memorandum The Alliance ' ARCFiI7ECSUAE PLANNINC ihT5kItlR5 Tp: WeglCitner Talbert Vesterholt Merdiak 8edcmann Olson [:indahi Lackens Gilmore Frisell DeAngelo Newland Ramerth LaFmnce File RaHerty DA'I'E March 7,1989 COMM. NO. 8850 RF_: Fire pepatYment Attess to the Meadow Cray Research,Inc. Lone pak Project, Fagan EROM: JERRY HAGEN A meeting was held at 3.00 p.m. Monday, March 6,1989 at the City of Fagan to review Fire Department requirements in the meadow. Those present at the meedng were: Dalc WegieiMer Fire Inspector, City of Eagan Dale Beclnann BRW, Inc. )err3' Hagen The Alliance A sumznary of the discvssion follows; 1. SACKGILOUND Hagen presented a site p1an showing all the proposed buildings on the site and their relationstvtp to the meadow area. Nagen conf'uined that all the buildings will provide standpipes in all stair wells. Wegleihfer explained that the standpipes were necessary becavse the Fue Department catuwt acres'+all sides oE ihe buitdings. However, his maim mncetat now was 2ww to access the meadow to figfit fires that may start in the grass ar woods and bo protect the builciings. He indicared that acress to khe meadow would be reqnired for a smail hvcic. Bec3anann repoited that Cray planned to mainrain the meadow somewhat bvt the design of that area has not been ccrmpletcd. Cray is exploring ways to minimize rssk of fires on fhe meadow (Le., not allowing smvking on the paths). 2. itEQLTI7tEMEN?S/DISCUSSFON lteview of the site p{an showed the only acaoeplable locatioa for acee3s fo the meadow would be between the CCN and Software Division buildings. Hagen reported ihat the clearan¢e under the skyway between the buildings is 1V-0" due to the udlity tunnel 400 CIIfNn Avevee Soatly MinaNpolla, Mlenne4 7340i i1YI71-67C7: P. 612/rfl•7Sli FEB 12 '90 13:20 FROM RRCHITECTURRL RLLIANC PAGE.003 MBMORANDUM 1 Page Two March 7,1989 rnanecpng the buildings underground. Wegleitner stated that 10'-0" clcarance was adequate and that the axle weight of the vehicle acce:sing thc meadow is one tvn. No special madway or fire lane would be required, only a base material under the grass to prevent tuis, etc. is necessary. Several optsons on how to get water to the meadow in the event of a fire were discnsscd. Beckmann suggested locating a hydrant somewhere neaz CCN's entry turn arovnd. This would ailow the fire department to hook up m and the hoses muld be pnlled to the meadow by the smaller truck. Wegteihier approved this oplion. 3. CONCLUSIOhIS a. Access wiit be provided to the meadow between CCTt and Software Uivision urkder the skyway (lff-0" clearance), No specsai requirements necessary except a base capabie of sdpporling a 1 ton truck (which then rnald be sodded), b. A hydrant will be pmvided at/near dhe CCN tum aronnd north of the skyway. A proposed lodtion w'sil be sent fo Wegleihier for approvai. JH/1ah ** TOTAL PRGE.903 *X DEC 22 189 13:47 FROM RRCHITECTURRL ALLIRhdC PRGE.001 = Fax teadsheet The Aliiance wBCHlT6CTVYE PLAICNINC INTSRIDRS TP• {.- ... . ....- ir;?....... .4.? .................. pTl'ENTION: S?1E . , . =...... Q.AR'? .... . . NF.?.. Yr. .. We are sending }rou tlie following. ? pmwing,s ? Specifications DATH SFNI TIM ENT: Mivi FAX a . QF PA ? 4- g, ES (Incl. this page): /_ (? ? Cormspo»dence D , T4em No. co ics Sheet no. M 3 ;; ? 5 11 MCAo 3 . . For approval H Accepted as noied For tevlew 8c mmment As rE.yuested For distribution Revise & resubmit ?For your use ...:..:.....:::::::......... . . . ......:.:.:.:.:.. . .::.:. . .:.:::..:.::.: ?i#s`.. ;. ?is ifreiatadtat?e ddf?iii'tti?A3ir+e .. b+r?rslytid+s?an as uoted pboye.. Pi...?wo?J ` h??f? . , :, 400 Clifton Avenne South, Min&ayol[a, MinneYOla 55403;16131671-5703, Fax 61L871-7212 DEC 22 189 13:48 FROM ARCHITECTURpL ALL1Ah1C Ssftst ?j c,,,+w,?. o F 0 wp ot+fte "IOU ctfvoy q.di` omwc 45t°% ?F'?? '?•? ? st c?.? ?tZQ??i7 ,Qr?oyL, ?W 1Str... "??L '?'t..v?r, . ??'S?s-t?C t z.lz.zt ?? T?, A?..??.??..? . PAGE.003 NIo?E? "1?h5 ? 4a+°d??. 'tt? ftaa¢. 45ZZ r* T6TAL PRGE.003 ** DEC 22 '89 13:48 FROM ARCHITECTUP.RL ALLIANC PRGE.092 r ?^ ?.l0v- A l-}YAC. rAiCWAUD nRawN aY ouu. No. S?t+C£,y1' No. GOOIEV e_ U QfVF??? v (r yr 1 EMCKSOtY ? ?'Z'Z'!. $C ASSOC1Oia5. ICwC. te?W cHGrKM gv :OA 7E •-?--s >zatt+:'Haw.?ur.s?r. v.4nr.w?x5u...fsD'?SViB L!«NJr"1?A3ti]? ?'Z? ?SMFETS .. -_ e. u , Proposal Request No. 8 The Alliance ARCH['LECTURE PLANNING IN7ERIORS PROJECT: SOFTWARE DIVISION PROPOSAL REQUEST NUMBER: 8 Cray Research I.one Oak Project Eagan, MN DATE: Decembcr 5, 1989 COMM NO: 8854 OWNER: Cray Research, Inc CONTTZACI'OR: McGough Construction Co. 1440 Northland Drivc 2737 Fairview Avenue North Mendota Heights, MN 55120 St. Paul, MN 55113-1372 Initiat d B y: e ? Owncr ? Architect ElContractor • FX] City of Eagan Copies: a Lindahl/Liska ? Hagen [E Friscll Fx-l Rohkohl X Hoppc X? Berman x? Smedstad XR Lemma a Fett ' XR Vesterholt R Fxl Petron Please submit within ten (10) daps upon receipt of this Proposal Request, an itemized quofation far rhanges in the Contract Sum apd/or Time incidental ta proposed modificaflons to the Cuntract Aocuments described hereiri. Do nut_proceed with Work without appzoval bvthe Owner and the Archifect ............ _. _......... ._..__ ........... ................... ......__.. _ __ .............._........._......__ _...__.........- __.. ; Attachments (Listing of attached documents that support descrip[ion): ?i 2.) Partial F1oor Plans P.R 8-1, P.R. 8-2. e iance ray esear , nc. 1-LI L 400 Clifton Avenue South, Minneapolis, Minnesota 55403; 6121871-5703; Fax 6121671-7212 : Proposal Request No. 8 Plan Check Response ARCHITECTURAL CHANGES 1. Atrium - Class I Finishes Specifications Sec6on 09900.3.07,D. Add new Paragraph 11. Hardwood Paneling in Atriums: Clear, firc rotardant varnish as required to obtain a Class I classification equal to Flamor[ Flam Guard. Submit samples to Architect for approval. (Contractors alternate to use C[ass I patticle board backer, with veneer applied to face.) 2. COPY ALCOVE DOORS AY Copy Alcoves 2101, 2245, 2400, 2515, 2605, 3101, 3326, 3400, 3509, 4203, and 4407 add 3'-0" x 7'-0" 20 Minute Wood Door (Type 2) in hollow metal framc (Typc A) and Hardware Group 8 with magneHc hold opens. Ex[end gypsum board wall to doar. I.ocate door in room per attached sketch (P.R. 8-1). Revise copy alcoves 1107,1327 and 1511 to lounges. (NOTE: Contractor is to provide unit price per installed door). 3. PANIC HARDWARE TO LEVEL 3 Revise Hardware Group on Doors 125, 132, 135, and 333 to Group 12B. (Note this was noted on Hardware Schedule Shop Drawings). 4. CLEAR AREA AT INTERIOR LATCH SIDE OF DOOR Revise Typical Dimensions as shown on attached sketch P.R. 8-2 at all similar condirions at all floor levels. 5. HANDICAPPED SHOWER STALL Add a handicapped shower seat and grab bar as required by Minnesofa Stafe Buitding Code (2 total stalls, l in Room 139 & 1 in Room 142) at location shown with hand-held shower. 6. HANDICAPPED USE AT LOCKER ROOM Revise height of 1 towel hook and hair dryer in each locker room to 40" A.F.F. (mmers of hair dryer to be at 40"). Verify locaHon of accessories with Architect. MECHANICAL CHANGES ADDI'PIONAL REOUIRED FTRE DAMPERS A. SHEET M2.2.2a: Provide fire dampers in supply and return ducts leaving Room 117. 2. The 32" x 16" supply and return ducts shall rise up on the east side of Grid 23.2. 3. Change location of VAV 3-13 as shown on attached Partial Plan RM2.2.2a. B. SHEET M2.2.3a: Provide a fire damper in thc duct serving supply diffuser in Corridor 1135 at the wall. C. SHEET M2.2.4a: Provide a fire damper in the 8" x 8" supply duct to VAV 5-9. D. SHEET M22.5a: 1. Provide fire damper at the 36" x] 6" retum (Note #19) at shaft and at the 24" x 6" exhaust (Note #20) at the shaft. 2. Location of the supply riscr (Note #]7) shall be nearest to Grid 23.3. The 72" x 18" return duct shall be on the east side of the supply riser (Note #18) and shall elbow open above Room 3230 in lieu of running to Room 3232 ceiling. E. SHEET M22.6a: 1. Provide fire damper in the 6" x 6" duct serving diffuser in Room 4102 at the fire wall. 2. Run the supply duct for VAV 7-12 through a fire wall with a fire damper, then into the inlet of VAV 7-12. 3. Provide fire damper in the return grille in Comdor 4320. ELECTRICAL CHANGES 8. COPY ALCOVE DOORS A. SHEET e2.2.4a LEVEL 5 POWER & SYSTEMS PLAN NORTH 1. Provide and install miling mounted smoke detectors and make wiring connections to magneric door holders in Room 2101 and Room 2245. B. SHEE'I' e2.2.4b LEVEL 5 POWER & SYST'EMS PLAN SOTTI'H Provide and install ceiling mounted smoke detectors and make wiring connecaons to magnetic door holdres in Room 2400, Room 2515, and new Copy Alcove Room 2622. C. SHEET e2.2Sa LEVEL 6 POWER & SYSTEMS PLAN NORTH 1. Provide and instal ceiling mounted smoke detectors and make wiring connections to magnetic door holdrs in Room 3101 and Room 3326. 2. Revise power and systems layout for Room 3326 to be idenrical to Copy Alrnve Room 3101. D. SHEET e2.2.5b I.EVEL 6I'OWER & SYSTEMS PLAN SOUTH 1. Provide and install ceiling mounted smoke detectors and make wiring mnnections to magnetic door holders in Room 3400 and Koom 3509. ; E. SHEE'I' e2.2.6a LEVEL 7 POWER & SYSTEMS PLAN NORTT-I 1. Provide and install ceiling mounted smoke detector and make wiring . connections to magnetic door holder in Room 4203. F. SHEET e2.2.6b LEVEL 7 POWER & SYST'EMS PLAN SO[.ITI I 1• Provide and install ceiling mounted smoke detector and make wiring connections to magneHc door holder in Room 4407. 9. ADDITIONAL REOUIRED EXIT LIGHT A. Drawing e2.12a - Level 3 Lighting Plan North 1. Add one (1) type'E' exit sign in Room 125, in front of Door 132. 10. ADDITIONAL REOUIRED SMOKE DETECTORS A. Drawing c2.22a - Level 3 Power & System Plan North 1. Add two (2) smoke detectors mounted to the underside of the bridge in Room 124, Mount one detector 19'-0" north of Grid I and the other 11'-0" south of Grid I. Center both detectors on the underside of the bridge. B. Drawing e2.2.3a - Leve14 Power & System Plan North 1. Add two (2) smoke detectors mounted on the ceiling of Room 1214, above the bridge/stair. Mount one detector 14'-0" north of Grid I and the other 14'-0" south of Grid I. Center both detectors east/west within the high center arca. I I OFFICE 2610 ? ( Uf ? \ -.?.l?,A?AA ---?------ OFFICE 2608 ? ? -1 I I Ac I 2605 I OFFlCE ??.T1Ad.--F-4 (:-:, 'f`(QICAdL? Tt=S t? :FQO?lr?e, z-O hio?p c?6?-15 OFFICE 2616 ,6.L.cov F, M iFi pt::ho r-. orl t?1rC? hl?Ti C_. The Alliance +00 °if?^ ^?,? S°°"? Prol? TnM M-Pohs. NhnresDt3 55403 ARCHITECTURE PLANNING Te1.612/871-5703 ?C? •,w ? ?1?'SI O?L iNreRioRS Fax612/871-7212 7"AfL4--7Ve, - l.lope F-EpY T-? g-/ wirg No. fvP? - I I f Q! 6 I _ OFFICE 2431 / F? T? P I - - r- -- - - - - - J OFFICE ? FFICE OFFICE I I 2433 2435 :2437 I I I - I , I x1 rp fA g- OFFlCE OFFICE I T`I? D\r\ I 2426 4-b ?7'-4u ` 2439 ?' vE I I - - - - - - - -I - I ? 20'-0" I I 10'-0" .? ?IO?? Ti-F?`? ?V???.D._1?4•?pc?T A•?Qu?s TD ?•1_L. 400 C1iPton Avenue South Prolect Title ARCHITECTURE Date ' I ?7 ? The Alliance ,,,;,„,???.,,?;,?,???«, 0.4-f 1,?04-, OAIL Comm. No. 910 PIANNiNG TeL 612/8713703 Dl8WII1g N0. 1NTERIORS Fu612/871-7272 Drawirq Title ?r, H,&4-lD, 1 Nb-? The Alliance ARCHITECTURE PLANNNG IN"fGR10R5 Mr. Joe Merchak Conshvction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55121 December 5,1989 Re: Plan Check Comments Cray Lone Oak Project Software Division Building Comntisseon No. 8854 Dear Mr. Merchak: This letter is in response to your review of Construction Documents prepared by The Alliance for the Software Division Building. I have responded to each of your comments in the text that follows. Also, attached to this letter you will find a Proposal Request issued to the Contractor itemizing the changes to the documents required for Code Compliance. Atria 1. In addition to smoke detector locarions indicated on the plans, detectors must be installed around the perimeter of the atrium opening on all floors open to the atrium. This would include detectors in areas such as the ceilings of lower lobby 124, mrridors 1136 and 1214, and under the elevator lobby balcony projections, etc. See UBC Seclion 1715(b). Response: Required smoke detectors will be added, see Proposal Request No. 8, Items 9a, and 9b. 2. A common atmosphere between the atria and the building is limited to three floor levels (level; 3, 4, and Si; therefore, door a;semblies conforntino to UBC .`'+ectian 3305(h) must be installed between elevator lobby 4202 and corridor 4222. See UBC 1715C. Response: The Elevator Lobby 4202 and Corridor 4222 does not open into the Atrium (does not have a common atmosphere). The ceiling/roof of the atrium is at Leve16 and Lobby (4202) over looks the roof via exterior windows. Therefore it is our understanding that the door assemblies aze not requixed. 3. Glazed openings into the atria enclosure shall not exceed twenty five percent of the area of the common wall between the atrium and the room into which the opening is provided. See UBC 1715(c). Response: Area of glazing in Atriums does not exceed twenty-five percent of the wall area (calculations will be provided upon request). 4. Interior finish of walls and ceilings of atria and all unseparated space shall be Class I. Provide details substantiating that the proposed wall and ceiling finishes comply with code or offer equivalent protecflon for purposes intended by iJBC 1715(h). 400 Qiftoo Avenue South, Minneapolis, Minnesota 55403; 6 12 1 871-5 703; Fax 67218717212 Mr. Joe Merchak Page Two December 5, 7989 Response: The walls and ceilings of all atriums are gypsum board except for wood paneling applied at the Lowest Level. This paneling will have a intumescent finish applied to give it a Class I rating (see Proposal Request No. 8, Item 1). All unsepazated spaces have gypsum board walls painted and acoustic ceiling tiles (acoustic ceiling tiles have a Class I rating). Exitine 5. Corridors must be separated from copy alcoves 1107, 1327, 1511, 2101, 2400, 2515, 2605, 3400, 3509, 4203, 4407, and similar areas by mrridor walls of one-hour fire resistive construction as required by UBC Section 3305(g), with doors and other openings protected by rated assemblies as required by Section 3305(h). Also, consideraGOn should be given to providing opening protection to doorways between vending area 132 and corridor 131. Response: Door assemblies will be provided to provlde one hour fire resistive construction separating the Copy Alcoves (2101, 2245, 2400, 2515, 2605, 3101, 3326, 3400, 3509, 4203, and 4407) fram the corridors. See Proposal Request No. 8, Item 2. (Note rooms 1107,1327,1511 are revised to lounge areas.) 6. Install exit sign at door 132. See UBC 3314(a). Response: Exit sign will be provided at Door 132. See Proposal Request No. 8, Item 8. Provide panic hardware on doors 125, 132, 135, and 533. See UBC 3318(a). Response: Panic hardware will be added to doois 125,132,135, and 533 per Proposal Request No. S, Item 3. Handicap Accessibilitv 8. Provide at least one handicap parking space for each fifty spaces in accordance with MSBC 1340.0300, Subpart 5. Spaces must be idenflfied by a sign visible from inside the vehicle parked in the space as required by SS 169.346. Response: Six handicap parking spaces have been located in the entrance drive iimmediately acijacent to entrante; svit'i :.hc remainiao required stalls provided in the parking lot across the ring road. All spaces will be identified per MSBC and SS requirements, 9. Maintain a minimum of seven feet between the two sets of doors across the end of wrridor 4527. See MSBC 1340.0300, Subpart 6.1). Response: Request exception to 7'-0" requirement as office doors 4517 and 4519 do not have closures and the door in the corridor is on a magnetic hold open. This arrangement of doors would not impede access to us from the two offices for handicapped persons. We request present layout be accepted for 2 offices out of 600 ±. 10. Verify that the landings near doorways, whem mnfigured similar to those of offices 2335 through 2339 (as typified on sheet A2.4A), comply with MSBC 1340.0300, Subpart G.E. which requires one foot beyond the door on the inward swinging latch side. Response: The landings neaz doorways will be revised to provide 1 foot of cleuance on inward swinging latch side. See Proposal Request No. 8, Item 4. Mr. Joe Merchak Page Three December 5,1989 11. Handicap shower stalls in rooms 142 and 143 must include a seat and grab bars and comply with the provisions of MSBC 1340.0500, Subpart 5. Response: The handicap shower stall in each shower will be provided with a seat and grab bars as required by MSBC. See Propasal Request Na. 8, Item S. 12. Mount at least one each of the towel hooks and hair dryer conirols (and similar accessories or appliances) in locker rooms 140 and 147 so that the working height is no higher than 40". See MSBC 1340.0600, Subpart 2. Response: Provisions for the handicapped towel hooks, hair dryer, etc. will be provided in the tocker Rooms. See Proposal Request No. 8, Item 6. Miscellaneous 13. Automaric fire sprinklers should be installed throughout the building including stairway enclosures, mechanical rooms, receiving room 2521, and work area 2522. Sprinklers may be omitted in certain electrical rooms. See UBC 1715(a) and 3804. Respanse: Automatic fire sprinklers are installed throughout the building and approved sprinkler shap drawings will be submitted to the City. (Notes IDF and MDF Room are not sprinklered but da have smoke detectors and fire extinguishers.) 14. Install approved fire stopping at floor levels in exterior wall cavities. See UBC 4305. Response: Approved fire stopping is provided at all exterior wall cavities. 15. In addiiion to the automatic fire dampers shown on the mechanical drawings, install fire dampers at the following locations: before the 15' linear supply air located near door 125 in lower lobby 124; before the supply air ceiling diffusers in corridors 1135; before VAV box 5-9; at the chase in exhaust ducts 19 and 20 (sheet M2.2.5A); between ceiling diffusers of rooms 4101 and 4102; before supplies in the 4201/4202 ama; and at the return air grill in corridor 4320. See UBC 4306(j). Response: Automatic fire dampers will be pravided as requested see Proposal Request No. 8, Item i. 16. Glazing panels (for euample as in detail8/A4.2) in excess of 9 square feet with the lowest edge less than 18 inches above the finished floor level shall be safety glass. See UBC Section 5406(d)7. Response: The lowest edge of the glazing is a minimum oF 18-5/8" above the finish floor and is therefore not required to be tempered. Mr. Joe Merchak Page Four December 5,1989 Mr. Merchak I hope this response to your plan check review mmments is acceptable. If you have any questions or concems please do not hesitate to call me. Thank you for your time. Sincerely, ? JERRY HAGEN Project Architect JH/smr 4n5NJ Enclosure - Proposal Request No. 8 cc: Frisell Smedstad Lindahl Vesterholt File Memorandum ? Meeting F\-/-ITetephone The Alliance ARCHI7EGTURE PLANNINC INTFNIORS PROJECT: DATE: C ?.A,?f.. .. .. La,?..... oNL.. ..... ? ?? ?c.-r... ?v??vt#? Vx? TTME: 1:30 COMM NO: SUBJECT:. P?l...... 1J.... _COPIES_TQ:.....M.e?,...!e.P. ..., ................. *??. z?..r-a?....o..r?:cu?........ ME'I'/TALKED e?.+..-E... .......... ........... ......................... ............... .. .. .. . ......... .. .. ........ yvrrx: _..Ja.E........M?e??!?............ 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DATE: 4l ?(? 400 Clifton Avenue South, Minneapolis, Minnesoh 55403; 614/871-5703; Fa:614/871-0212 Metropolitan Waste Control Commission Mears Park Centre, 230 East Fifth Street, St. Paul, Minnesota 55101 612 222-8423 " March 23, 1989 ?Is Z Mr. Joe Merchak (J Construction Analyst ? . City of Eagan S 3830 Pilot Knob Road ? Eagan, MN 55122 ? Dear Mr. Merchak: j This letter is to inform you that the Metropolitan Waste Control 1 Commission has made a SAC determination for the Lone Oak Project q ofc;Gray - Software,to be located within the City of Eagan. `_- i ? 'It has been determined that 47 SAC Unit(s) should be ass igned to Q this building. This determination was made as follows: (3. SAC Units Charges: _ ? Storage/Recieving Q 3475 sq.ft. @ 7000 sq.ft. per SAC unit .5 v ? Tape Storage/Computer Center 2512 sq.ft. @ 7000 sq.ft. per SAC unit .36 Aerobics/Weight Training 3978 sq.ft. @ 700 sq.ft. per SAC unit 5.68 Conference/Meeting Rooms 5293 sq.ft. @ 1650 sq.ft. per SAC unit 3.21 Office Space 88542 sq.ft. @ 2400 sq.ft. per SAC unit 36.89 Total Charges: 46. 64 or 47 If you have any questions, please call. n rely? onald S. Bluhm Staff Engineer DSB:RWJ:jle cc: S. Selby, MWCC Carolyn Krech, Finance Department, Eagan Jim Frisell, McGough Construction Co. 90ye`abII'S The Alliance AKCHITF.CTL7RE INTERfOKS Mr. Jce Merchak Construction Analyst City of Eagan 3830 Pilot Knob Road P.O. Box 21199 Eagan, MIV 55121 February 8,1989 RE: Cray Research,Inc. Lone Oak Project Software Division Building Commission No. 8854 Dear Joe: I would like to ttank you for your time spent reviewing the Software Division Building. I think it was a beneficial mee6ing for all concerned to become familiar with each other and the project. emly. RY HAGIN roject Architect JHpm 400 Clifton Avenue South, Minneapnhs, Minnesota 35403, 612187IS703, Fax 61218717272 -?- - S?'???6"? ?VlscoN -- - -- -- - ---- -- - --- ?u9_ - - - -- q?X 9 y ? =_ °=??o - --- -- --- - -- - - - - - ?- ?--- - -- --- -- 2_ -- - - - ? X_ Sl?- =-- 112--- - --- -- - - z ? ?o = - - , - - I?su--- ----- -- - - - a X 9 ?_ - =- - I ?to - - -- --- -- -- - - - - _ Z X Sg _- ---- - - _l?1Q =_ - ---- - --- - - - -- - - - _ 2a_ X ?r? = --- - - ? ? o ? -- -- - -- - - - -- - - --- ---- - 120 - - ---- - - _z _ x 50 = ? 16° -- -- ---- - - - - - - -3 - - a-7. o- - - - - -- - - - L-, - -- - -- - - - -- - - --- - a ? ?r? 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Z-3 13X3o?3a=_ jl7a?- - - 3145 .X-2-= ? °-_ - - - --= - -1_2?-'Z - - - - - <,.,?-mrwt /a _]??'Z._? 4 ' a • ' _-'-' _ ' " -" _ ' ' - _ _-_. ? _A•.??'_5f. L -- 3ax?' , -- - -- ' -35Y -- - - - ?,S ' -- I '?- 154 -------• - -- 1`t!?- ---- - -- A H ''L? - - ? ? W7? J -- -- -- --- -- - (I_lSH) -- - - -- a ? bs-?- - - - --zb ?' y -- -?-c{,5•6? -L L - - -- Zk ?1_2_2 - - - - - .2-yxG r z ? __?3 ??,' -- - -- -- - - - 4nei?n y ?"l kLD - --- - -- -- q_±4L7 ?I?x?o?3e--- ?b?.o°- ?• --- - - ---- - - - - - S%41 X2- ? - -- I 1 L1 - -- "L A?_z.k? ?L'Z . 10.2 •- - --- -- -- SuibTt7Yra? ;q +??s?6fL4-2. =- --?$i-1_L'¢r ---- __ su-?7b,-,?? i 4410 9 PLiJ1VIBING (COMMERCIAL) Permit Application City Of Eagan 3830 Pilot Knoh Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5674 Date 'I / I 1 j`J 3 Site Address 4 S5 tie-e-?(,?,? ?. Unit # Tenant Name IA)Former Tenant Name Property Owner Telephone # ( ) Con[ractor e ?c-e- Address O ML+ Ci[y J'(• 49(,c,wt State ??,-,'p 65117 Telephone # ((41 /W The Applicant is _ Owner ? Contractor _ Other Work Type _ New Bldg _ Add-on _ Repair ? RPZ PVB Irrigation system * ' Jerrv Wobschall to calcula[e tees. Re uired meter size is 2" Nrbo unless smaller size ermitted b Poblic Works Description of Work KLhul U ?-` Z To inquire i Pressure Reducing Valve is required on new service, call 651-675-5646 Meters - Calt 651-675-5300 to veri£y that hydrostaric, conductiviry, and bacteria tests passed prior to oickine uo meter Irrigation Size & Type Avg GPM Fire Size & Price 3/4" disrolacement 5156 00 Domesric Size & Type Avg GPM Tncludes high demand devices? _ Yes _ No F7ushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) Contract Value $ x .Ol% Base Fee $ Meter(s) Required on all new buildings & boulevard iniqarion svstems $ Radio Meter Read if base fee is $1,000 or less, surcharge is $.50 $ St3te $11LC118Lg0 If base fee is aver $1,000, sureNarge is $SO per $1,000 of Ihe Base Fee Following fees apply only when installing uew irrigation system $ Water Pemut? ? Con[act Jerry Wobschall at 651-675-5024 for required fee amounts • -_ _- - ? ?II`L\ J L? ?j $,' ' 11 Treahnent Plant I' ) $, Water Supply & Storage ?'tli,..? ?i State Surcharge , I ---------------------------------------------------------------------------------- -----------------?-/--??-,-q----------------------------------------------------- - =-$- ? ?' C! + 50 Total Fee I hereby apply for a Commercial Plumbing Permit and aclmowledge that the information is complete and aceura[e; that the work will be in confomiance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; [hat I understand this is no[ a permit, but only an application for a permit, and work is not to start without a permit; Ihat the work wil] he in accordance with the approved plan in the case of work which requires a review and approval of plans. ig rt4 en GLj",e?ur) App]icanYS Printed Name ApplicanYs Signazure Memorandum The Alliance ARCHIiECiURE PLANNINC INYEAIOAS TO: Merchak Talbert DeAngelo Wegleitner Lemma Vesterholt Lindahl RohkoM Newland Hoppe Wiegert Olson Ramerth Iackens Berman Rafferty LaFrance Gramling File DATE: February 8, 1989 R& City of Eagan Code 12eview Cray Research, Inc. Lone Oak Project Software Division $uilding FROM: JERitY HAGEN COMM. NO. 8854 A meeting was held February 3,1989 at the Eagan City Hall to review the current design of the Software Division Building. The purpose of the meeting was to familiarize the Building Inspector and Fire Inspector with the project and to identify any issues or concems. Present at the meeflng were: Joe Merchak Dale Wegleitner Jerry Hagen The following items were discusseci: SITE ISSUES Building Inspections, City of Eagan Fire Inspector, City of Eagan The Alliance 1. Fire Departrne_ n_ t pcceSS: Wegleiiner indicated that the Fire Deparfinent neecied access to the "meadow side" of the buildings. The best locaflon for access seemed to be between CQV and Software Division Building. The Alliance will study and propose a means to access the "meadow". 2. Fire Denarhnent Connection: Wegleitner accepted the location for the fim departrnent rnnnection near the main entry at eleva6on 923'-0". A question was asked if two mnnection points would be preferable, a secrond located at the south end near receiving. Wegleitner indicated that he thought it would be best to provide a wall hydrant at that location in lieu of a second fiip department mnnection 400 Cli[ton Avmue Savth, Mivnupnll?, Minneiota SS1W; 61L671-3703; Fn 61L611•7112 ? MEMORANDUM Page Two _ February 8,1989 BUILDING ISSUES 3. Elevarors: Merchak indicated that elevators are mquired to kiave lobbies which provide for smoke control. (Minnesota building code 1305.4500, Section 1807.) However, there are excepdons which allow for the elevators to open into atriums or main lobby areas and allow elevators without lobbies in &2 occupanaes in Type 1 fire resistant mnstruction. The Alliance to review the Code and provide what is required. 4. Standnines: Standpipes will be required in each stair tower and located at the floor level landing. It was also recommended that a standpipe be stubbed in at the link wnnecrion to Tech Ops due to the length of the link. 5. Fire Alarm Annunciator Panel: Wegleitner indicated that the main reception desk (staffed 24 hours a day) would be a good location for the main annunciator panel. However, Merchak and Wegleitner felt it necessary to provide a remote annunciator panel located in the entrance vesdbule. 6. ExinQ: Based on their initial review, Merchak and Wegleitner felt exiring provisions to be adequate. 7. Generator/Fuel Tank: It was mnfirmed that if fuel storage was to be provided for the generator than that of a day tank (660 gallons), a thrce hour closure would be requimd. The storage area would be considered an H-2 occupancy and have certain exiting and sprinkerling requirements. The Alliance to review exact fuei requirements and size of tank required. 8. Roof Decks: Merchak requested that the roof decks be wnsidered a more concenirated lounge occupancy (7 sq. ft. per person) for exiting. However, the deck would be classified as an accessory space and need not be included in the rotal building occupant load. 9. Atriums: The design and layouts of the atrium's were reviewed with no apparent problems. Overall, Merchak and Wegleitner indicated that this building was a rather straight forward building with na apparent problemms upon their initial review. A prelimirary set of plans and elevations were leh with Merchak as well as a preliminary code review document with each of them. JH:pm f , Memorandum The Alliance TO: Lindahl Talbert LaFrance Hoppe Lackens Berman Beckmann Ketcham Gramling Ramerth DeAngelo File Rafferty Vesterholt DATE January 10, 7989 RE: Building Code Review Cray Research,Inc. Lonc Oak Project, Eagan Softwam Division Building FROM: JERRY HAGEN ARCHiTEC7URE PLANNING INTflRIORS COMM. NO. 8854 Following is a building code review for the Software Division Building at Csa}/s Lone Oak Project. Included is a list of all applicable Federal, State, and Local codes along with a list of agencies and agency mntacts. Jx/iah 400 Cli[ron Avenue Somh, MinnuOOli., Minnuata 55403; 61LE91-5703; Fax 6121871-ltl2 BUILDING CODE REVIEW A. Project Name: Cray Research Ina Lone Oak Project. Software Division Building. B. Project Location: Lone Oak Drive and Lone Oak Road; Eagan, Minnesota C. Applicable Federal, State, and Gty Codes along with a list of agency and agency contacts are as follows: Building Code - Minnesota State Building Code, February,1987 EdiHon, which has adopted the 1985 edi6on of the Uniform Building Code (See State Register" Monday,l8 August 1986 for the Minnesota State Building Code Amendments). Fire Code - Minnesota Uniform Fire mde which adopts by mference the 1982 Uniform Fire Code and Narional Fire Codes 1982 edirions. Life Safety Code - NFPA Life Safety Code (101),1981 edition. Plumbing Code - Minnesota Plumbing Code, Exiracted from Minnesota Rules 1983 as in effect on January 7, ] 9$5 and Minnesota State Building Code. Mechanical Code - Heating, Venbilation, Air Condirioning, and Refrigeration Rules extracted from Minnesota Rules 1983 as in effect July 31,1983. Energy Code - Minnesota Energy Code, which adopts the Model Energy Code,1983 edition Extracted from Minnesota Rules 1985 as in effect on February 10,1986. Barrier Free - See Chapter 1340 in the Minnesota State Building Code. Zoning Code - Eagan Zoning Code, Reprinted (Revised) 1987. Electrical Code - National Flectrical Code,1987 edition and Minnesota State Building Code, Chapter 1315. OSI-IE1- SWte of Minnesota Department of I,abor and Industry Occupational SaEety and Health Standards. These standards adopt the Federal Occupational Safety and Health Standards by References. Flevator Code - Minnesota State Building Code, Chapter 1320, and ANSI A17.1-1984 and Supplement A17.1a-1985 The American National Safety Code for Elevators, Escalators, and Moving Walks. City Code - Chapter 4, "Conshvction Licensing, Permits, and Regulation, Including Signs, Expvations, and Mobile Home Parks." This chapter adopts the applicable codes and regulalions listed above. Food Code - Minnesota Department of Health Requiremenls for Food and Beverage Establishmenis. D. E. Agencies: CITY OF EAGAN 3830 Pilot Knob Road P.O. Box 21199 Eagan, MN 55121 Jce Merchak Plan Reviewer 454-8100 Dale Wegleimer Fire Inspector 454-5274 The City of Eagan requires two sets of stamped and signed plans for review. A fooHng and foundalion plan review will take 5 working days; a full plan review of architectural, mechanical etc. will require ten days for approvals. MINNESOTA DEPARTM$NT OF HEALTH 717 S.E. Delaware Street Minneapolis, MIV 554 (612) 623-5275 Bob I.ashbrook Assistant Chief of Environmental Field Services (Tifle) The Minnesota Depariment of Health requires 3 sets of plans for review. MINNESpTA DEPARTMENC OF ADMINISTRATION State Building Cocie Division Metro Square Building, Suite 408 7th and Roberts Streets St. Paul, MN 55101 Elroy Bexdahl All services (questions on) 296-9991 Tom Joachim Section Chief for Plan Review 296-4630 Mike Godfrey All services (quesdons on) 296-2922 The State Building Code Division does NOT review the plans on this parliculaz project but wi11 answer questions on the state rndes. Building Code Requirements 1. The following mquirements were taken from the 1985 edidon of the Uniform Building Code. 2. The Software Training Building consists of the following building mmponents with occupancy classifications as listed: Office Areas &2 Computer Operations B-2 Storage and Loading Dock B-2 Conference Facilities and Lounges a. Whem all rooms have an occupant load of B-2 less than 50 b. Where any assembly room has an occupant A-3 load of 51 to 300 Exercise Facilitles B-2 3. Occupancy sepacafions required: Chapter 5, Table 5-B. ???? ? o I I -_- H - ? -None required between the A-3 and B-2 occupancies of the Software Division Building. 4. Allowable Floor Ama - Chapter 5. a. Unlimited with Type I FR construction, Table 5-C 5. Maximum Height of Buildings a. Unlimited height with Type I FR. construction, Table 5-b. b. Unlimited stories with Type I FR. mnstruclion, Table 5-D. 6. Pedestrian Walkways - Chapter 5 a. Walkways wnnecting separate buildings do not need to be wnsidered as buildings, but must be mnsiructed of non-combustible materials, if used euclusively for pedestrian trafflc. b. Openings from buildings to pedestrian walkways must be protected with 20 minute rated doors and frames having a smoke mntrol gasketed assembly (509c). c The maximum distance betweem mnnected buildings measured within a sprinklered pedeshian wzlkway is 400 feet. d. Pedestrian walkways at other than grade shall not be used as required exits. e. Enclosed pedestrian walkways must be provided with means for venting smoke to the exterior (Mn. 1305.1590). 7. Requirements for Gmup B Occupanaes - Chapter 7. a. Storage Areas - Do not require a one-hour separadon when the entire building is sprinklered, 702. 8. Type of Construction, Chapter 17 a. Im mnjunclion with Table 5-C and Table 17-A, Type I mnstrucflon shall be used. b. Fire-Resisfive Requirements, Table 17-A. (1) Exterior Nonbeating Walls - no rating requimd where building fronts on a stireet or yard at least 40 feet wide,1803 (a) Exception number 1 and 3. (2) Structural Frame - 3 hours. Note: Section 1702 defines structural frame as the mlumns and the girders, beams, trusses, and spandrels having members which are essendal to the stability of the building as a whole. The members of floor or roof panels which have no connecdon to the mlumns shall be rnnsidered as secondary members and not part of the structural frame. (3) Permanent Partitions -1 hour. (4) Shaft Endosures - 2 hours. (5) Floors, includes secondary structural members - 2 hours. (6) Roofs, includes secondary shuctural members - 2 hours. % (7) For additlonal requirements for Type I rnnstruction, see Chapter 18. c Folding, Portable, or Movable Partitions need not have a fire resistive rating but must meet required tlamespread classifications,17D5 (c). d. Walls fronting on yards having a width of 40 feet may have wood veneer on the exterior, providing the veneer is less than 15 feet above grade and is placed on a non-combustible surface. Fire retardan[ wood may be used to a height of 35 fcet, 1705(d). 9. Atria a. Atrium minimum kloor opening is 400 square feet for three to four stories, with a 20' minimum clear opening, Table 17-B. The minimum floor opening is 900 square feet for a 5-7 story building with a 30' minimum clear opening. b. VenHlation - When the height of an atrium is less than 55'; the supply air may be induced by gravity, provided smoke control is accomplished. Exhaust system within space and 50% of supply at lowest level. Smoke euhaust at highest level, Section 1715 (b). c. Enclosum - A 1-hour separation required from adjacent space, bat open exit balmnies (10(' or less) are permitted. Openings in atrium enclosures are pernutted whem smoke and draft protec6ion is provided, Section 1715 (c), See also Section 3305 (h). Fixed glazed openings in the atrium enclosure shall be equipped with 3/4 hour rated fire windows. The total area shall not exceed 25°,b of the common wall area. I.aminated or tempered glass can be subsdtuted for wire glass if sprinklered one side with DeLuge sprinkler on accessible side. d. Separation between the tenant space and the atrium may be omitted on a maximum of any three floors, Sectlon 1715C. e. Interior Finish - Walls and ceiling, of Atrium and unseparated tenant spaces shall be class 1 with no redction for sprinkler protechion. 10. Shaft Enclosures (1706) a. Every shaft enclosure shall be proteeted by a self closing fire assembly, conforming to Section 4306, and in the following manner: 2-hour rated shaft: 1-1/2 hour rated opening 1-hour rated shaft: 1 hour rated opening b. An enciosure is not requimd for openings that serving only one adjacent floor, provided that the floor dces not contain openings serving other floors. 11. Uniform and Concentrated F1oor Loading - Table 23-A a. Access floor systems - Table 23-A Office Use - 50 psf (uniform) 2000 psf (mncentrated) Computer Use - 100 psf (uniform) 2000 psf (concentrated) 12. Minimum Roof Live Loads - Chapter 23 a. Refer to Table 23-C b. Refer to Secfion 2305 (See also MSBC Section 1305.4700 amendment) 13. Masonry Construcdon - Chapter 24 a. Refer to Table 24-1 14. Concrete Construction a. Refer ro Chapter 26 15. Steel Construction a. Refer to Chapter 27 16. Excava6ons, Foundaflons, and Retaining Walls a. Refer to Chapter 29 17. Veneer Construcdon a. Refer to Chapter 30 18. Roof Consiruction and Covering a. Refer to Chapter 32 b. Roofs shall be sloped for drainage, 3207 (a). Also refer to 2305 (fl, unless designed for ponding water. C. Overflow drains equal to the amount of roof drains or scuppers three times the size of tequired roof drains are mquired, 3207 (c). b? d. Roof drainage water is not allowed to Elow over public property, 3207 (e). 19. Exits - Chapter 33 . a. Exit door capacity equals occupant load served divided by 50,3303 (b). Where ? intended use not listed, building officials will establish an occupant load based on intended use, 3302(a). b. Minimum exit door width and height is 3'-0" x 6'-8". Maximum width of door leaf is 4'-0", 3304 (e) and (t). c. Exit doors when open shall have a clear width of not less than 32". Verify dear width of door when panic hardware is used, 3304 (e). d. Storage rooms exceeding 9000 s.£ require 2 exits. Assembly spaces and classrooms with more than 49 occupants require at least 2 exits. Kitchens, mechanical rooms, offices, locker rooms, and warehouses with more than 29 occupants require at least 2 exits, Table 33-A. e. Travel distance to an exit shatl not exceed 200 feet in a sprinkiered building, 3303 (d). f. Adjoining Rooms - rooms may have one exit through an adjoining room or intervening room which provides direct means of travel to an exit corridor of fire stair. Exits shall not pass through kitchens, storage rooms, eM.. Foyers, lobbies, and reception rooms constructed as mquimd for corridors shall not be rnnstrued as intervening rooms (3303e). Corridors serving as a required exit shall not be interrupted by intervening rootns. Exception foyers, lobbies, or recepdon rooms constructed as required for wrridors shall not be construed as intervening rooms (3305a). g. Doors shall swing in the direction of exit travel when serving any hazardous area or when serving an area having an occupant load of 50 or more, 3304 (b). h. Doors shall have a landing on either side which cannot be mom than 1/2" lower. When doors swing open over a landing, the landing shall have a length of not less than 5'-0", 3304 (h). MSSC 1340.0300 requires the landing to extend at least 12" on the la6ch side of the door. i. Minimum corridor width is 44", 3305 (b). Minimum clear height for mrridors is 7'-0", 3305 (c). j. Handrails and doors, when fully opened, shall not reduce the mquired width of a mrridor by more than T'. Th¢ swing of a door into a corridor shall not reduce the width of the corridor by more than ont-half. Trim may project onto the requimd width of a mrridor 1-1 /2" on each side, 3305 (d). k• Dead end rnrridors may not exceed 20 feet, 3305 (e). This requirement applies only where there is a requirement for a protected mrridor mmplying with Sec6ion 33Q5(g). 1. Corridor walls, except rnrridors more than 30 feet wide with at least one exdt independent from the mrridor, stiall be of not less tkian 1 hour fire-resistive mnstruction, 3305 (g). m. One hour wrridor required if serving a load of 30 or more. Walls may have 20 minute doors, 3305 (h). Windows in one hour corridor walls shall have 1/4" wire glass and steel frames and shall nat exceeci 25% of the mrridor wall of the room which it is separating from the corridor. n. Minimum number of exits required per floor, based on occupant load: 0-500 occvpants 501-1000 occupants 1001 or more occupants o. Occupant loads, $eclion 3302, Tabte 33-A: (1) Design Loads - Assembly Areas (less-concentrated use) L.ocker and Exercise Rooms Storage and stockrooms Offices Mechanical A1l Others 2 exits 3 exits 4 exits 1 person/15 s.f. 1 person/50 s.f. 1 person/300 s.f. 7 person/100 s.f. 1 person/300 s.f. 1 person/lOQ af. (2) Exception: Acressory use areas which ordinarily are used only by persons who occupy the main areas of an occupanty shall be provided with exits as through they are rnmpletely occupied, but their occupant load need not be included in computing the total occupant load of the buiiding, Section 3302 (a). (3) Actual Occupant Load. Note: Occupant Loads have been deternuned from the gross square footage, with no reducHon for accessory use areas. Software Division Buildin? Leve12 Occupant L.oad: Mech./Electrical 1292/300 = 5 TOTAL = 5 No Adjacent Floors exit Thmugh Leve12 Total Load = 5 Total Width Required 5/50=5 =.1 = 3 Exits Required = 1 Level Occupant L.oad: Offices/Comp. Ctr. 9100/100 = 91 Conf. Rm./Lqunges 2500/15 = 167 Locker Rooms 2800/50 = 56 Weight/Aerobics 6300/50 = 126 Stotage/Mechanica1560D/300 = 19 TOTAL 26300 S.F. = 459 occ First Adjacent Floor Load (50% of Leve12) = 3 No other level assumed to exdt through Leve13 Total L.oad = 462 occ Total Width ILequired = 9.25 L.F. Exits Required = 2 min. (6 exits provided with 16 L.F. net) ve14 OccupantLoad: Offices 38241/100 = 393 Conf. Rm./L.ounges 2280/15 = 152 Storage/Mechanica12500/300 = 9 T'OTAL 43021 S.F. = 544 occ First Adjamnt Floors (50% of 80% of Leve15) = 261 Next Adjacent F7oor (25°k of 80% of Level 6) = 127 Total L.oad = 932 occ Total Width Required = 19 L.F. Total Exits Required = 3 min. (S exits provided this L.evel, ZSS net L.FJ ve15 Occupant I.oad: Offices 45152/100 = 452 Conf.Rm./Lounges 2800/15 = 187 Srorage/Mechanica11200/3IX1 = 4 TOTAL 50.52 L.F. = 652 occ First Adjacent Floors (50% of 20% of Leve14) = 55 First Adjacent Floor (50% of 100% of Level 6) = 318 Next Adjacent F7oor (25% of 100% of Level 7) = 92 Total L.oad =1117 occ Total Width Required = 23 L.F. Total Exits Required = 4 min. (8 exits provided, 23 L.F. net) Level 6 OccupantLoad: Offices 43684/100 = 437 Conf. Rm./Lounges 2900/15 = 194 Storage/Mechanica11000/300 = 4 TOTAL 47584 S.F. = 635 occ First Adjacent Fioors (50% of Level 7) = 184 No Other Floors Exit through L.eve16 Total Load = 819 occ Total Width Required = 17 L.F. Total Exits Required = 3 (6 exils provided,l9 L.F. net) Leve[ 7 OccupantLoad: Of6ces 24236/100 = 243 Conf. Rm./L.ounges 1600/15 = 107 Storage/Mechanica15000/300 = 17 TOTAL 30836 S.F. = 367 occ Total Width Required = 8 L.F. Total Exiis Required - 2 (6 exits provided,l6 L.F. net) 20. Stairways - Chapter 33, Section 3306. a. Minimum of 2 risers per stair, 3306 (a). b. Stair width - serving Sp or more, not less than 44", and serving 49 or less not less than 360306 (b). Minimum landing size to equal the width of stair. c. Rise and run - riser height shall be not less than 4" nor greater than T'. The tread shall be not less than 11 ". The greatest riser height cannot exceed the smallest by more than 3/8" within any flight of stairs. The largest tread cannot exceed the smallest by more than 3/8" within any flight of stairs, 3306 (c). d. Vertical distance between landings shall not exceed 12'-0, 3306 (i). C. Stairways wider tltan 88" require intennediate handraila Intermediate handrails ' cannot exceed 88" on center. This applies to exterior stairs as well. Handrails are to be not less than 30" nor more than 34" above the nosings. One handrail shall extend not less than 6" beyond rop and bottom risers (check local handicapped code on this). Handrail grip portion shall be not less than 1-1/4" nor more than 2" and shall have a space of not less than 1-1 /2" between wall and handrail, 3306(j). f. In any building four or more stories high, one stair must extend to the roof, 3306(0). All other required interior stairways, which extend to the top floor in a building four or more stories high, require a roof hatch, 3306 (m). g. Headroom in stairways shall not be less than 6'-6", 3306(p). Even though the code only requires 6'-6", try to design to a minimum 7-0" headroom at stairways. h. Stairway numbering signap,e is required in buildings four or more stories high. 21. Ramps - Chapter 33 a. Ramp width requirements same as for stairs, 3307(b). b. Exit ramps shall have a slope not steeper than 1 to 12. All other ramps shall have a slope not steeper than 1 to 8, 3307(c). c. Ramps having slopes steeper than 1 to 15 shall have landings at the top and bottom and at least one intermediate landing for each 5 feet of vertical rise. Iandings shail have a length of 5 feet exmpt bottom landing shall have a length of 6 feet. Doors shall not reduce the width of a ramp landing to less than 42", 3307(d). d. Ramps having slopes steeper than 1 to 15 shall have liandrails as required for stairs except that intermediate handrails are not mquired, 3307(e). c. Ramp surface shall be slip-resistant, 3307(g). 22. Horizontal Euit - Chapter 33 a. A horizontal exit shall not serve as the only exit, 3308(a). b. A horizontal exit shall lead to the exterior or to a holding area (on the opposite side of the 2-hour wall) which is sized to accommodate the occupant capacity at 3 squam feet per occupant, 3308(c). 23. Stairway, Ramp, and Escalator Enclosures - Chapter 33 a. All stairways, ramps, and escalators shall have 2 hour enclosure walls in buildings more than 4 stories and in Type I bnildings, 3309(a) and (b). b. Enclosure walls are not required for a stairway, ramp or escalator serving only one adjacent floor and not wnnected with mrridore or stairways serving other floors, 3309(a) Exception No. l. c. In Group B-2 occupancies, 50% of the exits may discharge through a street level lobby. d. Smokeproof enclosures are mquired for buildings with floors located more than 75 feet above fire departrnent access, Secdon 3310. e. See MSBC Section 1340.4300 for tiandicapped ramp requirements. 24. Exit Rlumination - Chapter 33 a. Exiis shall be illuminated with light having intensity oE not less than 1 foot candle at floor level, 3313(a). b. Exit signs are to be pmvided at mquired exdt doorways, and must be illuminated, 3314 (a). 25. Skylights - Chapter 34 a. Glass for skylights sliall be wire glass, laminated glass or rempered glass, minimum thickness 7/32". If wire glass is used, supports in one direction must be provided spaced at no less than 25", 3401. If tempered glass is used, protective screens are required, 3403. 26. Fire-Extinguishing Systems - Chapter 38 a. An automatic sprinkler system stiall be installed in every story or basement of all buildings when the floor area exceed 1500 square feet, where fire department aecess is not provided as per 3802(b). b. Refer to 3802(05 for sprinkler requirements at stage areas. c. Sprinkler system shall be supervised by a central station or local alazm which will give an audible signai at a constandy attended location, 3803. d. Sprinklers may be omitbed, subject to the approval of the building official and the fire chief, in the following areas, 3804. (1) Where sprinklers are considered undesirable because of the nature of room mntents. (2) Where the applicaflon of water to the room rnntents may mnsritute a scrious life or fire hazard. (3) Communica8on equipment areas under the exclusive mntrol of a public mmmunicaflon utility agency. 27. Standpipes - Chapter 38 a. Ciass I or III standpipes are required for Occupancies 4 stories or more but less than I50' in height. Refer to Table 38-A. b. Refer to Section 3805(a) for general requirements. 28. Maxdmum Flame Spread Classifications - ChapMr 42 a. Fiame spread classificaHons may be reduced one classificaflon in sprinklemd buildings, 4202(a) Exception No. 2. b. Enclosed vertical exitways shall be Class I(26-75) and all other rooms are areas shall be Qass III (76-200) per Table No. 42-B and Exception No. 2 of Section 4204(a). 29. Fire-Resistive Standards - Chapter 43 a. Conduit and pipes shall not be embedded in required fire protection of structural members, 4303(b)4. b. Column fire protection subject to injury shall be protected in an approved manner, 4303ro>s. c. Wiring in plenums shall mmply with the Mechanical Code. d. Fire-resistive assemblies for protection of openings - Section 4306. e. Glazing in 6re rated assemblies shall be 1/4" wire glass, 4306(i). f. Refer to Table No. 43-A, 43-B, and 43-C for minimum fire protection requirements. 30• Elevators, Dumbwaiters, and Escalators - Chapter 51 a, Endosure walis shall be 2 hour, 5102, including Machine Room. b, Ca11 and car operation buttons and emergenty telephones shall be located within 54" of the floor, 5203(i). c, Every elevator car shall tiave hyo-way wmmunication system mnnected to an eme:gency secvice which operales 24 hours every day, 5103. d. Hoistways extending through more than 2 floors s6all be vented to the outside (5104). 31. Protection of pedesirians during mnstruchion or demolition - Chapter 44. 32. Permanent occupancy of public property - Ctiapter 45. 33. Glass and Glazing - Chapter 54. a. Refer to L)BC Standards No. 54-1 and 54-2. b. Each light of giass shall bear the manufacturefs label designating the type and thickness of glass. In lieu of this, an af6davit can be provided by the glazing mntractor when approved by the building offioal, 5402. c. Kefer to 5406(d) for locations requiring safety glazing. d. Refer to Tables No. 54-A and 54-B for maximum allowable area of glass. 34. Refer to Minnesota Energy Code for energy conservation. Also, contact local officials for any addidonai or different requirements. 35. Refer to Appendix Cliapter 70 for excavadon and Rrading requirements. F. Minnesota SWte Building Code 1987 1. 1305.2000 (UBC $ection 709) Amend UBC Section 709 adding new paragraph to mad as follows: Every parking ramp, or other parking facility, shall have spaces to park vehicles which accommodate 7-16 people. Number 2% of gross designed parking, with a minimum of two. 2. 1305.1795 Required Sanitation Fixtures Based on Omipancy Load a. Requirements from Table 5-E: Group A Conference Rooms/Lounges 1 person/80 S.F. Group B Office 1 person/200 S.F. Wanehonse 1 person/500 S.F. Water Closets (Group A) 1-]00 101-200 201-400 Over 400 2 3 1 additional for each 500 Water Qosets (Group B - Offices) 1-15 persons 1635 persons 36-55 persons 56-80 persons 81-110 persons 111-150 persons Each addidonal 50 persons 4 5 6 1 additional fixhtre Water Closets (Gmup B - Warehouses) 1-10 persons 11-25 persons 26-50 persons 51-75 persons 76-100 persons Over 100 persons 1 2 3 4 5 1 additional fixture for 30 Urinals May be fumished in place of W.C. at the rate of one urinal/ one w.c., but not to exceed 1/3 requiremeint of w.c. Lavarories (Group A) 1-200 persons 1 201-I00 persons 2 401-750 persons 3 Over 750 persons 1 addidonal for each 500 Lavatories (Group B - Offices) 1-I5 persons 1 16-35 persons 2 36-60 persons 3 61-90 persons 4 91-125 persons g Over 175 persons I per 45 Lavatories (Group B - Warehouses) 1-100 1-10 1 per 10 Over 100 1 per 15 _ Drinking Fountains Group A 1 for each 300 Group B- Warehouse 1 for each 75 Group B- OfEice 1 for each 150 Service Sinks 1 per floor b. Software Division Calculated Minimum Fixture Count (see attached worksheet) Leve13 Leve14 Leve15 Level b Leve17 Water qosets 7 9 10 10 8 Lavatories 7 7 y 7 y Drinking Fountains 1 2 2 2 2 servire snks i i i i i Note: Use proper percentage for total number between male and female. If not known, use 50% each. 3. Chapter 1315 - Electrical Code National Electrical Code, Secdon 300-22 plus amendments. 4. Chapter 1320 - Elevators and Related Machines ANSI A17.1 -1981, plus A17.1a-1982 plus amendments. 5. Chapter 1344 - Facilities for the Handicapped a. 1340.0300 Parldng: Doors/Doorways: 1 space per 50/12' wide clear width - 31" space b/w doors (vestJ - 7' 1/2" threshold b. 1340.0400 Sanitation Facilifles - At least one room each sex or one mmmon toilet with 1 w.c., lavatory, urinal for tiandicapped. - Buildings with more than 1 toilet room for each sex must provide at least 2 toilet rooms per sex that have 1 w.c.,/lavatory/urinal for handicappect. (2 per sex for building minimum). One toilet room per sqc per floor will be handicapped accessble. c. 1340.0500 Sizes and Qearances - Toilets: 36" ciear space in front and 36" cleaz width of stall. - Toilet Seat: 1T' to 20" A.F.F. - Grab Bars: one each side, or one side and reaz with 1-1/2" clearance from walls, azid 1-1 /2" outside diameter , - Mtg. Height: Horizontal Grab Bar: lowest part 10" above toilet seat and • extends at least 6" in front of bowl and not less than 12" ' long. Vertical Grab Bar.12" in front of bowl trom 12" above ? seat to 30" above seat - Urinals: 31" cleaz access width. Front lip not more than 18" A.F.F. - Lavatories: qeaz Width 31", clear height 29" under apron and 34" maximum height to rim. Lever handles. - Mirrors: Maximum height to bottom - 40" A.F.F. - Accessories: one of each mounted so working height is no higher than 40" A.F.F. G.NFPA Life Safety Code 1. Raised Fioor and Halon Requirements A fire suppression is not required under the office area access floor, which has an access space greater than 8" when 1) the floor system is mnstructed of non-combustible materials and 2) no rnmbustible materials such as exposed non-teflon wrapped wiring are located in the concealed space, Chapters 70, 75, and 13 (Appendix A-4-4.4.4). . i .' PLUMBING FIXT[7RE COUNT WORKSHEET L.eve13 Conf./Lounge 2500/80 = 32 1 W.C. 1 Lav. OfEice 18200/200 = 91 5 W.C. 5 Lavs. Storage/Mech. 3600/500 = 12 2 W.C. 2l.avs. Required 7 W.C. 7 Lavs. Provided 12 W.C. 8 Lavs. Leve14 Conf./Lounge 2280/80 = 29 1 W.C. 1 I.av. Offices 38241/200 = 192 7 W.C. 5 Lavs. Storagc/Mech. 3500/500 = 5 1 W.C. 1 Lav. Required 9 W.C. 7 Lavs. Provided 12 W.C. 12 Lavs. L.eve15 Conf./I.ounge 2800/80 = 35 1 W.C. 1 Lav. Offices 45512/200 = 226 8 W.C. 5 Lavs. Storage/Mech. 2100/500 = 5 1 W.C. 1 Iav. Required 10 W.C. 7 Lavs. Provided 16 W.C. 16 Lavs. Level 6 Conf./Lounge 2900/80 = 37 1 W.C. 1 Iav. Offices 43152/200 = 216 8 W.C. 5 L,avs. Storage/Mech. 1000/500 = 2 1 W.C. 1 Lav. Required 10 W.C. 7 Lavs. Provided 16 W.C. 16 Lavs. Leve17 Cpnf./I.ounge 1600/80 = 20 1 W.C. 1 Lav. OfEices 24236/200 = 122 6 W.C. 5 Lavs. Storage/Mech. 5000/500 = 10 1 W.C. 1 Lav. Requircd 8 W.C. 7 Lavs Pmvided 8 W.C. 8 Lavs ?Fs J ? + l, ? Q?a.• _. ? 6 1? oa JY ?ctr ? (/O?' ^ .4RCHITECTL'RL PI ANN[NG f.1TFBIORS i ? Mr. Joe Merchak Conslruction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55121 November 27,1989 The Alliance ! rsr I , 6c_oCk I i -- L, l2AY ZN DADD`hl : Re: Cray Research Lone Oak Project CommonsFacilitiesBuilding ? ;rrlrv?ons ?A?-??'T?C3 Commission No. 8857 Dear Mr. Merchak: This letter is written in response to your letter of September 18,1989 which identifies issues that need verificafion of code compliance for this building. I have listed below the items from your letter, and then our comments, for your review. Door openings 116,122A, 211B (or 229A depending upon whether the exit corridor between Door 221B and the CCN Building is on the B-2 or A2.1 side of the required occupancy separation), 229B, 229C, and the access door between Dock 122 and Tunnel 101 are required to be protected by a fire assembly tiaving a one-hour fire protection rating. See UBC Section 503(c)4. The fire ratings for poors 116, 122A, 229A, 229B, and 229C have been changed to be one hour in lieu of 20 minute. Note that Door 229A (in lieu of 211B) will be changed to a one hour rating because we have included the exit corridor as part of the A2.1 occupancy. This change has been communicated to the mntractor. 2. An automaHc fire damper is required in the duct that supplies the exit corridor located between Door 211B and the CCN Building. See 503(04 and/or UBC 4306(j). A fire damper will be added at this locaHon per your rnmment. The oi??n si ace between the intermediate rails shall be less khan 12 inches on the handrailing and the guardrailing at the landing shall be not less than 42 inches in height on the stairs at the loading dock. See UBC Section 1711. Intermediate 1-1/2" diameter horizontal rails will be added at the loading dock stair: two at the sloped portion and three at the landing to meet the spacing requirement. In addition, the landing rail height will be changed to be 3'-6" high. 4. Handrails are required on both sides of all stairways 44 inches or wider including the stairway connecting Lounge 131 with Dining 130 and the stairways at Doors 130A and 130B. See UBC Section 3306(j). Handrails will be provided at both sides of all stairways in Dining 130, Lounge 131, and at all the exterior stair locarions. 400 Clifton Avenuc South, Minncapolis, Mmnesota 55403; 6121871-5703; Fax 612i 8717272 ? Mr. Joe Merchak ? Page Two _ November 27,1989 5. Verify that Storage Room 109 complies with UBC Section 3306(m) which requires the walls and soffits to be protected on the enclosed side as required for one-houc fire resisfive construction. The walls in Room 109 are 8" concrete masonry walls with a one-hour rating and the ceiling construction is to be of two layers of fire-rated gypsum board on stud framing to achieve a one-hour rating at the ceiling. 6. Verify that all exit doors serving "A" occupancies with an occupant load of 50 or more are provided with panic hardware if they are provided with a lock or latch. See UBC 3318(a). All exte:ior exit doors (except in the loading dock) arc equigped w-ith panic hardware. The exit doors from the meeting rooms on Leve12 (212A, 212B, 213A), Door 21113,and 211A are also equipped with panic hardware. The remainder of the doors serve B occupancies or rooms where the occupant load is below 50. Exit signs should be placed at Doors 210A, 210B, and 310. The exit sign at the end of 241 would more appropriately point in both direcHons. Exit lights are required at Doors 212A and 212B. See UBC 3314. All the above listed exit signs have been incorporated into the project and will be provided. 8. An automaHc fire damper is required in the duct supplying VAV Box 2-20. See UBC 4306(j), Item 5. A damper will be provided at this IocaHon. 9. Verify that footings and foundations including euposed grade beams similar to the one detailed in Section 1, Sheet a4.2 comply with the provisions regarding minimum depth as specified in MSBC Section 1305.5400. All load-bearing footings and foundation walls extend below the frost line, as requ:red by cede. T4ie expesed grade beam shown en detaii 1!a4.2 ar.3 structurat detail6/a5.1 is a non-siructural cast concrete element which is provided for aesthetic purposes only. It is shown on the structural drawings only so that the work will be done along with the rest of the formed concrete work. In addition, the detail indicates crushable material to be provided at the bearing point, in order to absorb any movement due to frost heave. 10. Verify that all roof areas requiring roof drains are provided with overflow drains or scuppers which comply with the provisions of MSBC 13055700. There are three basic roof drain condirions at this building. The first type is where there are roof drains located in relatively close proximity to the perimeter parapet walls. In this case, overflow scuppers aze provided. In the second condition, the roof is sloped to allow water to drain off the edge onto grade at the upper level. At the narrow roof over the link, this is the only means of drainage. At the large roof tenace area, it is the overflow drainage provision. The third drainage Mr. roe Merchak • Page Three _ November 27,1989 condition is at the planter. In those locations, the draitt provided is designed as a controlled-flow drain, and the structure is designed to carry the accumulated water in these areas. 11. Verify that the handicap-accessible toilet compartments including those in Rooms 202 and 203 comply with MSBC 1340.0500 Subpart 1 which in part requires not less than 36 inches clear space in front of the toilet. All the handicap-acrossible toilet compartments are in rnmpliance with the clearances speciEied by MSBC 1340.0500. 12. Verify that the prefabricated fireplace flue complies with the provisions of MSBC 1345.3170. All this time, the fireplace flue construction is still not fully resolved. The Alliance will submit informalion to the City of Eagan, if desired, when the final details have been worked out. AddiHonal Submittals Required• 13. Letter of approval from the Minnesota Departrnent of Health. 14. Certified automatic fire suppression plans and hydraulic calculations. The plans have recently been submitted to the Minnesota Department of Health, and we are waitlng for their response. The fire suppression plans aze currenfly being prepared and will be submitted when complete. If you have any quesHons or comments regarding any of the above items, please mntact me. Sincemly, ELLEN OLSON Project Archirect EO/lah cc: Frisell Munkelwitz Lindahl Rohkohl Lemina Larson File September 1, 1989 Mr. Joe Merchak Construction Analyst _ City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Merchak: Metropolitan Waste Control Commission Mears Park Centre, 230 East Fifrh Street, St. Paul, Minnesota 55101 612 222-8423 This letter is to inform you that the Metropolitan Waste Control Coarmission has made a SAC determination for the Cray Research Inc. (Common Facilities) to be located within the City of Eaqan. It has been determined that 12 SAC Units should be assiqned to this building. This determination was made as follows: Charges: Office 4161 sq. ft. @ 2400 sq. ft./SAC Unit Conference Room 104o sq. ft. @ 1650 sq. ft./SAC Unit Dining 900 meals x 3.0 gal./meal @ 274 gallons/SAC Unit Total Charge: If you have any questions, please call. n erely,-??"-- ? Donald S. Bluhm Staff Engineer DSB:RWJ:jle 8909015$ cc: S. Selby, MWCC Carolyn Krech, Finance Department, Eagan John A. Shea, McGough Construction, Inc. Equal OpportunrtylAffvmative Action Employer O SAC Units 1.73 0.63 9.85 12.21 or 12 Metropolitan Waste Control Commission Mears Park Centre, 230 East Fifrh Street, St. Paul, Minnesota 55101 612 222-8423 March 31, 1989 ' Mr. Joe Merchak Construction Analyst City of Eagan - 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Merchak: This letter is to inform you thaL the Metropolitan I4aste Ccr.trel Commission has made a SAC determination for the Cray Research, Inc. Commons Facilities being constructed within the City of Eagan. It has been determined that 9 SAC IInit(s) should be assigned to this building. This determination was made as follows: Charges: Office Space 6445 sq.ft. @ 2400 SQ.ft. per SAC unit Conference Rooms 1547 sq.ft. @ 1650 sq.ft. per SAC unit Dinning(cafeteria) 500 meals @ 3 gals. per meal @ 274 gals. per SAC unit Total Charges: If you have any questions, please call. Ca re lyd S .lu?? Staff Engineer DSB:RWJ:jle cc: S. Selby, MwCC Carolyn Krech, Finance Department, Eagan The Alliance Architecture, Mpls. SAC Units 2.69 .94 5.47 9.1 or 9 EQUAL OPPORTUNITY/AFFIRMATIVE ACTTON EMPIAYER Memorandum The Alliance ARCHITECTURE PLANNING WiEAI0A5 TO: Olson petjens Ramerth Newland DeAngelo Rafferty Vesterholt Gilmore D. Grace Lackens M ]cI File DATE: February 1, 1989 COMM. NO. 8857 RF; City of Eagan CodB RAP.ew Cray Research,Inc. Commons Building FROM: EAMES GILMORE The following individuals met in the offices of City of Eagan Building InspecHon at the City Hall building on January 31,1989 for one hour, to review outstanding building code issues For the above-referenceci project: Joe Merchak Building Inspections Eames Gilmore The Alliance The following items were discussed: 1. Eames Gilmore noted that the purpose of the meeting was to review fire-resistive exterior wall requirements in Type IV H.T. construction and overall exiting pathways within the Commons building. 2. Gilmore explained the structural rnlumn, beam, and exterior bearing wall rationale at the southem elevation of the building. The east and west edges of the south wall would essentially be the only exterior bearing wall conditions enclosing the pedestrian link to the Software Training building and Loading Dock/Office functiona The mlumns in the exterior bearing wall will achieve a four-hour radng. The majority of the south wall (Dining Area) would be a heavy timber structural frame of beams and rnlumns at 20'-0" on center supporflng primary roof and partial outdoor deck loads. Stone or masonry mlumns and piers would provide other means for outdoor decldng support. Glass, mullions and metal stud/wood decking mnstruction would infill the gaps between rnlumns to seal the wall plane. Joe Merchak determined that the proposed heavy timber and rnncrete/masonry structural system is acceptable from a fire resistive point of view in Type H.T. mnstruction. Merchak also noted that heavy timber should be used to support the underside of the outdoor deck if required. 400 ClifWn Avenue Saeth, Mimeapoll., Mlnnemla 5540.1; 61LD7I-5103; Fu 6121611-Ttt2 MEMORANDUM Page 2 February 1,1989 3. Gilmore went on to explain the remaining strudural make-up of the building with wood framed dormers over the Dining Area and additional heavy timber wood framing and decking at the top of the stair tower. Merchak noted that he and Gilmore shouid verify whether the primary dormer structure should be heavy timber or lighter framing. The remaining struchtral system will be rnncrete rnlumns, beams, slabs, and walla The overall system was acceptable to Merchak for Type N H.T. Construction. 4. Gilmore reviewed exiting at both the First and Second Levels of the building. The First Level will havc four exits to grade di?}-., sed along the perimeter of the south wall. Partial Software Training exiring will occur to grade within the pedestrian link. The Second Level will have a rotal of five euits to accommodate people exdflng from Software Training and the Commons Building. Gilmom noted that he felt the exdt width mquirement (4'-6"117) wming from Software Training wuld be reduced due to the 80'-0" + or - distance separafing the two buildings and lack of simultaneous exiting. Gilmom cited the exidng analogy of a four story building exiting downward where only a percentage of the occupant load from above is munted in typical exit width calculations due to lack of simultaneous exiting. Merehak asked Gilmore to submit his exiting calculations for his review. 5. Gilmore mviewed the Human Resources Department (Second Levell exiting and noted two exits are being provided from the protected mrridor of the offices into rated fire stair enclosures in the CCN and Marketing buildings. Other qdting may occur through the Recep6on WaiHng Area into typical paths of arculation to required exits. Merchak generally approved of the layout but was concemed how to treat the Reception/ Waiting Area as an exit space. The provision of smoke detectors in the Waiting Area may be a solution and Merchak will verify with Gilmore upon further review. 6. Gilmore will review standpipe requirements and fire accessibility with Michaud Cooley Erickson and Dale Wegleitner (Eagan Fire Inspector) at a later date. 7. Gilmore will submit a letter of request to the Cily of Eagan for an addi6onal urinal provision in the First Level mens restroom to waive a Minnesota State Code requirement of total urinal wunt not to exceed one-third of total water closet munt The intent is to have a minimum of two urinals in each restroom for utmost etfioency. The foregoing rnnveys our understanding of items discussed and wnclusions reached during this meebng. We assume our understanding to be mrrect unless noiice to the wntrary is brought to our attention. EG/wh Memorandum The Alliance ARCHIiECiURE PLANNING INifiRIORB - TO: Jce Merchak Plan Reviewer • • City of Eagan 3530 Pilot Knob Road - P.O. Box 21199 • Eagan, MN 55121 ' DATE: February 7,1989 COMM. NO. 8857 RE: Cray Research, Inc. Lcne Qak Projecc, fiagan Commons Building FROM: EAMES GILMORE Per your request, the following is additional building code documentaflon for the Commons Building. Included are specific calculalions made during my initi al code review in determining the building mnstruction type (Type IV H.TJ and exiting width requirements. BUILDING CONSTRUCTION TYPE CALCULATIONS FLOOR AREA: 38,000 Actual GSF Total Building (First L.evel - 22,000 GSF, Second Level -16,000 GSF) Construction Type: Type N H.T. A2.1 Ocaxnancv B-2 Occucy Basic Allowable Floor Area (Table 5-C) 13,5()0 S.F./FLR 18,000 S.F./FLR ? Vo nv? - (SCE't10ft'505(a)), _ Subtotal 13,500 S.F. 18,000 S.F. Separaiion on - Sicies, add -Oio of Subtotal Above (Section 506(a)) - - Subtotal 13,500 S.F. 18,000 S.F. Complete Fire-Extinguishing System Tfvoughout, Add 2 times Subtotal Above (Section 506(c)) 27,000 S.F./FLR 36,000 S.F./FLR Subtotal (Max. area on each floor) 27,000 S.F. 36,000 S.F. Bldgs. Over One Story, Double Subtotal 54,000 S.F. 72,000 S.F. Above for Tola! Building Area Total Building Total Building (Section 505(b), (c)) Based on the above calculations, the Commons Building Qualifies for Type IV H.T. construction. 400 CliEbe Aven¢e Sauth, Mlneeapotls, Mionsaafa 53403; 61R/691-5903; Fax 61LS91.9335 MEMORANDUM Page Two February 7,1989 EXTT WIDTH CALCiJLATIONS (Reprinted from 1/23/89 Building Code Review Memo) Actual Occupant L.oad Commons Buildine GSF/Occupant L vel 1 Load Factor Occupant Load OccupantLoad: DiningRooms 12,282/I5 = 819 Servery/Lobby Circulation Vending/Toilets Stair 400/100 = 4 Kitchen Area 2,392/200 = 12 Partial Servery Dishwasher Cooler/Freezer/Storage Loading Dock 3,640/200 = 18 Receiving, holding Trash mail Mechanical/Electrical 600/300 = 2 TOTAL First Adjacent Floor (50% of Leve12) Total Load Total Width Required Exits Provided Total L.F. Per Exit 17.16' L.F. Levet 2 Occupant Load: Corridor 3180/15 Conf. Mtg. 1800/I5 Storage 600/300 Library 1500/50 Toilet/Stor. 1200/100 Office 520 100 855 = 0" = 855/50 = 17.16' = 4 = 17_16' = 4.29 L.F./exit 4 exits = 212 = 120 = 2 = 34 = 12 _ 55.2 TOTAL 431 Memorandum TO: City of Eagan Plan Review Departrnent 3830 Pilot Knob Road P.O. Box 21199 Eagan, MN 55121 DATE; February 7,1989 AE: Cray Research,Inc. I.one Oak t roject, Eagan, MN Commons Building FROM: EAMES GILMORE The Alliance AACHITECTURE PLANNING iNSER10R5 COMM. NO. 8857 In regards to the Minnesota State Building Code Review of the Cray Research Commons Building, I would like to respectfully request an alteration to Section 1305.1795 "Required Sanitadon Fixtures Based On Occupant Load" (p. 71) partially reprinted below: „Footnotes: (3.) Urinals may be fumished in place of water closets at the rate of one urinal for one water closet, but not to exceed one-third of the required water closets." The requ'ved number of water closets based on the table in Section 1305.1795 is five per floor equaling a total of ten for the two ftoors of the building. I would like to provide two urinals per floor for utmost restroom efficiency. However, two urinals per Eloor would equal 40% of the total water closet count, exceeding the 33% requirement outlined above. To aid in your review of this request, a full set of floor plans and a building code study of the Commons Building is on file with Jce Merchak of your department. Thank you for your consi3eratioa in fl?.is matter. EG:pm cc: Olson DeAngelo Vesterholt Grace Iackens Fle 400 Ctl!!an Avevue Soulh, Mlavopolh, Mivnnafa SltW; 61Ll71-3fN; Fn flLIfl-7273 I Memorandum TO: Olson Newland Vesterholt Lackens DATE: January 25,1989 Oery'ens DeAngelo Gilmore Merchak RE: City of Eagan Code Review Cray Research Commons Building FROM: EAMES GILMORE The Alliance AHCHITECTURE PLANNINC INTERIORS Ramerth Rafferty D. Gram File COMM. NO. 8857 The following individuals met in the offices of City of Eagan Building Inspections at the City Hall building on January 17,1989 for two hours, to review building rndes for the above-referenced project: Jce Merchak Building Inspections Eames Gilmore The Alliance The following items were discussed: 1. Eames Gilmore noted that the purpose of the meedng was to review UBC and City Code Issues prior to mmpleting a Design L?evelopment msting package in early March. 2. Eames Gilmore first gave an overview of the Commons Building design and its integraflon into the overall master planning of the Cray Research Lone Oak Project. Eames then reviewed mde-related issues. The following is a summary: A. Occupancy First Level - Cafeteria Servery, Dining & Kitchen: A21 - Loading Dock, Mechanical Room Areax B-2 Sse ond I.evel - Conference/Meeting Rooms: A-3 - Office Areas: B-2 - Grculadon Open to Below: A2.1 B. Construction - Type N H.T. (Heavy Timber) - Construc6ion materials will be a mmbinaflon of concTete columns, slabs, and beams with heavy 6imber glulam beams and tongue and groove wood decking. 400 Ciiflon Avenu< South, Mlnneapol{s, Mlnnoob SN03; 61LeT-!]0]; Fax 612I871•7312 MEMORANDUM Page Two )anuary 25,1989 C. The building is a 38,000 GSF two-story building with 13'-0" floor to floor heights and fully sprinkled. D. Fire SeparaNon Requirements - Shared walls between Commons and CCN/Marketing Buildings are to be four hour fire resisHve mnstruction with three hour doors at all wall openings. There does not have to be a 6re resisave wall at the pedestrian link to the Software Training Building due to the distance between the two buildings (80'-0")'. Twenty minute rabed doors at both ends of the link shall be required at 6rst and second levels. - All Shafts: 1 hour - Jce Merchak will invesHgate the fire-resistive requirements of exterior bearing walls in Type IV H.T. Construction". - A 1 hour fire separation is required behveen A2.1 and B-2 occupancies. - No fire separatlons mquired between A2.1 and A-3 occupancies of A-3 and S2 occupancies. - Kitchen and Dining facilities require no separation. " NOTE: These deterrninadons were made in a phone rnnversation with Jce Merchak on 1 /24/89. E. Exiting Requirements - Travei distance to an exit shall not exceed 200 feet in a sprinkled building. - At the flrst level of the Commans Building there will be three to four exdts provided m accommodate an exit width requirement of 17.16 I..F.. People exiting from Software Training to the pedestrian link will exit directly out onto grade within the link itself. - At the Second Floor four exdts will be provided to accommodate an exit width oE 8.62 L.F. and occupancy exit requirements. Two exits shalt be vrovided out of the Human Resources Deoartrnex t leading to firestairs in the CQV and J? 1Giar efingf - Buildings. Eames Gilmore will investigate exitlng options in this area and review with Jce Merchak at a later date. Two more exits will be provided at the opposite end of the bnilding - one at the main public stair and one near the pedestrian link and Commons Building intersection, both paths of egress will exit onto an exterior deck and down a pair oE open stairs to grade level. - It is acceptable for Software Training to exit through the Second Level pedestrial link to the exterior deck without peneKating the Commons Building. - Twenty minute rated hold-open doors are required at both ends of the pedestrian link. - The internal mrridor of the Human Resources office space is not required to have a one hour radng provided smoke detectors are properly installed per UBC Section 3305. MEMORANDUM Page Tliree January 25,1989 F. Miscellaneous Eames Gilmore will verify the requirement of a streMher accessible elevator cab with Dale Wegleitner (Eagan Fire Inspector). Eames Gilmore will invesHgate whether two exits are required from the Second Floorlibrary space. See the attached Building Code Review of the Commons Building for further informadon. The fomgoing wnveys our understanding of items discussed and mndusions reached during this meeting. We assume our understanding to be mrrect unless notice to the contrary is brought to our attenlion. EG/smr . Memorandum ARCHITECTURE PLANNING INTERIORS TO: Olson Newland Vesterholt Lackens DATE: gg (Revised 1/23 RE Building Code Review Csay Research, Inc. Lone Oak Project, Eagan (Commons Building) F[tOM: ELLEN OLSON/EAMES GILMORE The Alliance COMM. NO. 8857 Following is a building code review for Cra}'s Lone Oak Project Included is a list of all applicable Federal, State, and I.oral codes along with a list of agencies and agency mntacts. Please note that this review was intended to be a guide for all the buildings m be constructed on this site, thus some sections included may not be applicable to the Commons Building. EO/lah Oetjens Ramerth DeAngelo Rafferty Gilmore D. Grace Merchak File -1- 400 CIIltan Avenue Saulh, Mlnneapoiis, Mionesob SSdW; 61L877•3M1; F+s 61L87I-Tl1t 1 1 • I j - t. A - C-ONw10N`b • LEVF-L 2, z33 Y IZ = " 15 X q o ? )< )"I XZ = ' 3o?[ Z3 = 1?S )< y9 = 35 f,c 3? - LEve-L- ?33 ?c?2 ?- ?t? -n-?z4;a3)Zl Z S'iL* Y-Yo = 19106 3(,l 6MD ZS Z LuoS lbo16 / 9l0 6 (MIP) `i 30 3 " 20 oc? IbOaO o r, Z0-0 o,o _ TO: Olson Oetjens TZamerth Newland DeAngelo Rafferty Vesterholt Gilmore D. Grace F'ile DATE: January 10,1988 COMM. NO. 8857 RE: Building Code Review Cray Research,Inc. Lone Oak Project, Eagan (Commons Building) FROM: ELLEN OLSON/EAMES GII.MORE Following is a building code review for Cray's Lone Oak Pmject. Included is a list of all applicable Federal, State, and Local codes along with a list of agencies and agency mntacts. Please note thac this review was intended ro be a guide for all the buildings to be construMed on this site, thus some sections included may not be applicable to the Commons Building. EO/lah -1- BUILDING CODE REVIEW A. Project Name: Cray Research Inc. L.one Oak Project. B. Project Location: Lone Oak Drive and Lone Oak Road; Eagan, Minnesota C. Applicable Federal, State, and City Codes along with a list of agency and agency mntacts are as follows: Building Code - Minnesota State Building Code, February,1987 Edition, which has adopted the 1985 edition of the Uniform Building Code (See S te Registe Monday,l8 August 1986 for the Minnesota State Building Cade Amendments). Fire Code - Minnesota Uniform Fire caie which adopts by reference the 1982 Uniform Fire Code and National Fire Codes 1982 editions. Life Safety Code - NFT'A Life Safety CDde (101),1981 edilion. Plumbing Code - Minnesota Plumbing Code, Extracted from Minnesota Rules 1983 as in effect on January 7,1985 and Minnesota State Building Code. Mechanical Code - HeaNng, Ventilatlon, Air Conditioning, and Refrigerahon Rules extraMed from Minnesota Rules 1983 as in effect July 31, 1983. Energy Code - Minnesota Energy Code, which adopts the Model Energy Code,1983 edidon Fxtracted from Minnesota Rules 1985 as in effect on February 10,1986. Barrier Free - See Qiapter 1340 in the Minnesota State Building Code. Zoning Code - Eagan Zoning Code, Reprinted (Revised) 1987. Electrical Code - National Electrical Code,1987 edition and Minnesota State Building Code, Chapter 1315. OSHA - StaM of Minnesota Department of Labor and Industry Occupadonal Safety and Health SFandazds. These standards adopt the Federal Omipational Safety and Health Standards by References. Elevator Code - Minnesota State Building Code, Chapter 1320, and ANSI A17.1-1954 and Supplement A17.1a-1985 The American Nadonal Safety Code for Elevators, Esralators, and Moving Walks. City CDde - Chapter 4, "Construction Lioensing, Pernuts, and Regulation, Including Signs, Excavaflons, and Mobile Home Parlcs." This chapter adopfs the applicable codes and regulations listed above. Food CDde - Minnesota Department of Health Requirements for Food and Beverage Establishments. -2- D. E. Agendes: QTY OFEAGAN 3830 Pilot Knob Road P.O. Box 21199 Eagan, MN 55121 Jce Merchak Plan Reviewer 454-8100 Dale Wegleitner Fire Inspector 454-5274 The City of Eagan requires two sets of stamped and signed plans for review. A footing and foundation plan review will take 5 working days; a full plan review of architectural, mechanical etc. will requim ten days for approvals. MINNESOTA DEPARTMENT OF HEALTH 717 S.E. Delaware Street Minneapolis, MN 554 (612) 623-5275 Bob Lashbrook Assistant Chief of Environmental Field Services (Title) The Minnesota Departrnent of Health requires 3 sets of plans for review. MINNESOTA DEPARTMEN'I' OF ADMINISTRAITON State Building Code Division Metro Square Building, Suite 408 7th and Roberts Streets St. Paul, MN 55101 Elroy Berdahl Nl services (questions on) 296-9991 Tom Joachim Section Chief for Plan Review 296d630 Mike Godfrey All services (quesflons on) 296-2922 The State Building Code Division does NOT review the plans on this parflcular project but will answer quesdons on the state codes. BuIlding Code 1. The following building code was taken from the 1985 edition of the Uniform Building Code. 2. The Commons Building mnsists of the following building wmponents with occupancy classifications as listed: Office Areas Storage and Loading Dock Classroom and Conference Facilides a. 4Vhere atl rooms have an occupant load of less than 50 b. Where any assembly room has an occupant load of 51 to 300 Dining Areas Senrery/Vending/Kitchen Areas B-2 B-2 B-2 A-3 A2.1 A2.1- -3- 3. Occupancy separations requimd: Chapter 5, Table 5-B. a. One hour required between A2.1 and &2 of the Commons Building. b. None required behveen the A-3 and S2 occupanaes of the Commons Building. c Kitchen and Dining facilides require no separation. 4. Allowable Floor Area - Chapter 5. a. All occupanaes Type N H.T. (Heavy Timber) construction Table 5-C. 5. Maximum Height of Buildings a. 65' - 0" height with Type IV H.T. mnstruction, Table 5-D. b. Two stories with Type N H.T. mnstruction, Table 5-D -(A2.1 Omipancy). c. Four sWries with Type N H.T. construction Table 5-D -(B-2 Occvpancy). 6. Pedestrian Walkways - Chapter 5 a. Walkways rnnnecting separate buildings do not need to be mnsidered as buildings, but must be constructed of noncombustible materials, if used exclusively for pedestrian traffic. b. Openings from buildings to pedestrian walkways must be protected with 20 minute rated doors and frames having a smoke mntrol gasketed assembly (509c). c The maximum distance betweem mnnected building measured within a sprinklered pedestrian walkway is 400 feet. d. Pedestrian walkways at other than grade shall not be used as required exits. e. Enclosed pedestrian walkways must be provided with means for venting smoke to the exterior (Mn.1305.1590). 7. Storage Areas - Do not require a one-hour separa6ion when the entire building is sprinklered, 702. 8. Type of Construction, Chapber 17 a. Im mnjunction with Table 5-C and Table 17-A, Type N H.T. construction shall be used. b. Fim-Resisdve Requiremenfs, Table 17-A. (1) Exterior Bearing Walls - 4 hours Section 2103(a). (2) Interior Bearing Walls -1 hour. (3) Exterior Non-Bearing Walls - 4 hours SecNon 2103(a). -4- (4) Structural Frame -1 hour or heavy timber. NOTE: Section 1702 defines structural frame as the mlumns and the girders, beams, trusses, and spandrels having members which are essential to the stability of the building as a whole. The members of floor or roof panels which have no mnnec6ion m the mlumns shall be wnsidered as secondary members and not part of the structura] frame. (5) Pernianent Partitions -1 hour or heary timber. (6) Shaft Enclosures -1 hour. (7) Floors - Ceilings/Floors - Heavy Timber -(Members not <6" wide x 10" deep) (8) Roofs - Ceilings/Roofs - Heavy Timber (Members not <4" wide x 6" deep, non-floor supporting) (9) Exterior poors & Windows - Section 2103(b) 3/4 hr QO'-0" Emm PL no openings <5'-0". (10) For additional requirements for Type N mnstruction, see Chapter 21. c., Folding, Portable, or Movable Partidons need not have a fire resisflve raflng but must meet mquired flamespread classifications,1705 (c). d. Walls fronting on yards having a width of 40 feet may have wood veneer on the exterior, providing the veneer is less than 15 feet above grade and is placed on a non-combustible surface. Fire retardant wood may be used to a height of 35 feet, 1705(d). 9. Shaft Enclosures (1706) a. Every shaft enclosure shall be protected by a self closing fire assembly, mnforming to SecHon 4306, and in the following manner. 2-hour rated shafh 1-1 /2 hour rated apening 1-hour rated shaft: 1 hour rated opening b. An enclosure is not required for openings that serving only one adjacent floor, provided that the floor does not mntain openings serving other floors. 10. Uniform and Concentrated Floor L.oading - Table 23-A a. Access floor systems - Table 23-A Office Use - 50 psf (uniform) 2000 psf (mncentrated) Compuber Use - 100 psf (uniform) 2000 psf (concentrated) 11. Minimum Roof Live Loads - Chapter 23 a. Refer to Table 23-C b. Refer to Section 2305 (See also MSBC Section 1305.4700 amendment) -5- - 12. Heavy Timber Construction - Chapter 21. .. 13. Masonry Construc6ion - Qiapter 24 a. Refer to Table 24-1 14. Concrete Construction a. Refer ro Chapter 26 15. Steel Construction a. Refer to Chapter 27 16. Excavations, Foundations, and Retaining Walls a. Refer to Chapter 29 17. Veneer Construction a. Refer to Chapter 30 18. Roof Conswcdon and Covering a. Refer to Chapter 32 b. Roofs shall be sloped for drainage, 3207 (a). Also refer to 2305 (f). c. Overflow drains or scuppers are required, 3207 (c). d. Roof drainage watcr is not allowed to flow over public property, 3207 (e). 19. Exits - Chapter 33 a. Exit door capaaty equals occupant load served divided by 50,3303 (b). Where intended use not listed, building offioals will establish an occupant load based on intended use, 3302(a). b. Minimum exit door width and height is 3'-0" x 6'-8". Maxdmum width of door leaf is 4'-0", 3304 (e) and (fl• c. Exit doors when open shall have a dear width of not less than 32". Verify clear width of door when panic hardware is used, 3304 (e). d. Storage rooms exceeding 9000 af. require 2 exits. Assembly spaces and classrooms with more than 49 occupants require at least 2 exits. Kitchens, mechanical rooms, ofEices, locker rooms, and wazehouses with more than 29 ottvpants require at least 2 exits, Table 33-A. e. Travel dishance to an exit shall not exceed 150 feet or 200 feet in a sprinklered building, 3303 (d). -6- f. Ad'pining Rooms - rooms may have one exdt throngh an ad'pining room or intervening room which provides dinect means of travel to an exit corridor of fire stair. Exits shali not pass through kitchens, storage rooms, etc.. Foyers, lobbies, and recepdon rooms constructed as required for mrridors shall not be mnstrued as intervening rooms (3303e). Corridors serving as a required exit shall not be interrupted by intervening rooms. Exception: foyers, lobbies, or reception rooms mnstructed as required for mrridors shall not be rnnstrued as intervening rooms (3305a). g. Doors shall swing in the direction oE exit travel when serving any kiazardous area or when serving an area having an occupant load of 50 or more, 3304 (b). h. Doors sha11 have a landing on either side which cannot be more than 1/2" lower. When doors swing open ocrer a landing, the landing shall have a length of not less than 5'-0", 3304 (h). MSBC 1340.0300 requires the landing to extend at least 12" on the latch side of the door. i. Minimum corridor width is 44", 3305 (b). Minimum clear height for rnrridors is 7'-0", 3305 (c). j. Handrails and doors, when fulty opened, shall not reduce the required width of a corridor by more than T'. The swing of a door into a corridor shall not reduce the width of the mrridor by mom than one-half. Trim may project onto the required width of a corridor 1-1 /2" on each side, 3305 (d). k. Dead end corridors may not exceed 20 feet, 3305 (e). This requirement applies only where there is a requirement For a protected corridor mmplying with Section 3305(g). 1. Corridor walls, except mrridors more than 30 feet wide with at least one exit independent kom the mrridor, shall be of not less than 1 hour £im-resistive rnnstruction, 3305 (g). m. One hour corridor required if seiving a load of 30 or more. Walis may have 20 minute doors, 3305 (h). Windows in one hour corridor walls shall have 1/4" wire glass and steel frames and shall not exceed 25% of the corridor wall of the room which it is separating from the mrridor. n. Corridor wall and ceiling need not be rated if within a sprinklered office omipancy with a load of less than 100, provided that smoke detectors are installed according to their listing 3305, exception 5. o. Minimum number of exits required per floor, based on occupant load: 0-500 occupanls 501-1000 occupants 1001 or more occupants 2 exits 3 exits 4 exits -7- p. Occupant loads, Secflon 3302, Table 33-A: (1) Design L.oads - ' Assembly Areas (less-concenlrated use) Dining/Servery Areas/Conference Classrooms Locker Rooms Storage and stockrooms Warehouse Offices , Garage Kitchen Mechanical Library 1 person/15 sf. 1 person/15 s.f. 1 person/20 s.f. 1 person/50 s.f. 1 person/300 s.f. 1 person/500 sf. 1 person/100 s.f. 1 persan/200 af. 1 person/200 sf. 1 person/300 s.f. 1 person/50 sf. (2) Eacception Accessory use areas which ordinarily are used only by persons who occupy the main amas of an occupancy shall be provided with exits as through they are mmpletely occupied, but their occupant load need not be included in rnmpudng the total occupant load of the bnilding, Section 3302 (a). (3) Aclual Occupant L,oad Commons Building L.evel 1 OccupantLoad: Dining Rooms 12,500/15 = 833 Servery/Lobby Circulation Vending/Toilets Kitchen Area 2,392/200 = 12 Partial Servery Ilishwasher Cooler/Freezer/Storage Loading Dock 3,355/300 = 11 Receiving, holding Trash mail Mechanical/Electrical 600/300 = 2 TOTAL Fust Adjacent Floor (50% of Leve12) Total Load Tohal Width Required EAts Required/Provided Total L.F. Per Exit 17.16' L.F. 858 = 0* = 858 = 17.16' = 3/4 = 17•16,=429 L.F. per exit 4 exits -8- Leve12 OccupantLoad: Offices 13200/100 = 132 Library 1000/50 = 20 Conference 1 I = 120 TOTAL 272 First Adjacent Floor (50% of Level l) = 0 Totall.oad - 272 Total Width Required = 5.44' Exits IZequired/Provided = 2/2 Total L.F. per Exit = 5.44/2=2.72' L.F./exit NOT'E: At Level Two 2'4' *" of required exit width is coming across the link from Software Training and exiting at the declc of the Commons Building. Provisions must be made ro accommodate this requirement. * Leve12 has direct access to grade, and dces not pass through Level 1 for required exiting. Level 1 has direct access to grade, and dces not pass through Leve12 for required exiflng. *"* Assumes only 50% of required exit width mming from Software Training Link because of greater exiting distance and lack of simnItaneous exiting. 20. Stairways - Chapter 33, Section 3306. a. Minimum of 2 risers per stair, 3306 (a). b. Stair width - serving 50 or more, not less than 44", and serving 49 or less not less than 36.0306 (b)• Minimum landing size ro equal the width of stair. c. Rise and run - riser height shall be not less than 4" nor greater than T'. The tread shall be not less than 11". The geatest riser height cannot exceed the smallest by more than 3/8" within any flight of stairs. The largest iread cannot exceed the smallest by more than 3/8" within any flight of stairs, 3306 (c). d. Verhical distance between landings shall not exceed 12'-0", 3306 (i). e. Stairways wider than 88" require intermediate handraila Intermediate handrails cannot exceed 88" on center. This applies to exterior stairs as well. Handrails are to be not less than 30" nor more than 34" above the nosings. One handrail shall extend not less than 6" beyond top and bottom risers (check local tiandicapped code on this). Handrail grip portion shall be not less than 1-1/4" nor more than 2" and shall have a space of not less than 1-1/2" between wall and handrail, 3306(j). f. In any building four or more stories high, one stair must extend to the roof, 3306(0). Al] other required interior stairways, which extend to the top Eloor in a building four or more stories high, mquire a roof hatch, 3306 (m). g. Headroom in stairways shall not be less than 6'-6", 3306(p). Even though the code only requires 6'-6", try to design to a minimum 7'-0" headroom at stairways. h. Stairway numbering signage is requimd in buildings four or more stories high. -9- 21. Ramps - Chapter 33 a. Ramp width requirements same as for stairs, 3307(b). - b. Exit ramps shall have a slope not steeper than 1 m 12. All other ramps shall have a slope not steeper than 1 M 8, 3307(c). c. Ramps having stopes steeper than 1 to 15 shall have landings at the top and bottom and at least one intermediabe landing for each 5 feet of vertical rise. Landings shall have a length of 5 feet except bottom landing shall have a length of 6 feet. Doors shall not reduce the width of a ramp landing to less than 42", 3307(d). d. Ramps having slopes steeper than 1 to 15 shall have handrails as required for sWirs except that intermediate handrails are not requimd, 3307(e). e. Ramp surtace shall be slip-resistant, 3307(g). 22. Horiwntal Exit - Chapter 33 a. A horizontal exit shall not serve as the only exit, 3308(a). b. A horizontal exit shall lead to the exterior or to a holding area (on ffie opposite side of the 2-hour wall) which is sized to accommodate the ottvpant capacity at 3 square feet per occupant, 3308(c). 23. Stairway, Ramp, and Escalator Endosures - Chapter 33 a. All stairways, ramps, and escalators shall have 2 hour enclosure walls in buildings more than 4 stories and in Type I buildings, 3309(a) and (b). b. Enclosure walls are not required for a stairway, ramp or escalator serving only one adjacent floor and not mnnected with mrridors or stairways serving other floors, 3309(a) Exception No. i. c. In Group B-2 occupancies, 50% of the exits may discharge through a street level lobby. d. Smokeproof enclosures are required for buildings with floors located more than 75 feet above fire depariment access, Section 3310. e. See MSBC Sction 1340.0300 for handicapped ramp requirements. 24. Exit Illuminadon - Chapber 33 a. Exdts shall be illuminated with light having intensity of not less than 1 foot candle at floor level, 3313(a). b. Exit signs are to be provided at required exit doorways, and must be illuminated, 3314 (a). 25. Group A, Division 3 Occupancies a. For Group A-3 occupancies having an occupant load of 50 or more, exit doors shall not be pmvided with a laMh or lock unless its panic hardware. See 3318 (a) for exception to this requirement for main exils. -10- 26. Skylighfs - Chapter 34 a. Glass for skylights shall be wire glass, laminated glass or tempered glas,, minimum thickness 7/32". If wire glass is used, supports in one direclion must be provided spaced at no less than 25", 3401. If tempered p,lass is used, protective screens are required,3403. 27. Fim-Extinguishing Systems - Chapter 38 a. An automatic sprinkler system shall be installed in every story or basement of all buildings when the floor area exceed 1500 square feet, where fire deparlment access is not provided as per 3802(b). b. Refer to 3802(05 for sprinkler requirements at stage areas. c. Sprinkler system shall be supervised by a central sWtion or local alarm which will give an audible signal at a mnstantly attended location, 3803. d. Sprinklers may be omit6ed, subject to the approval of the building official and the fire chief, in the following areas, 3804. (1) Where sprinklers are mnsidered undesirable because of the nature of room mntents. (2) Where the application of water to the room contents may mnstitute a serious life or fire hazard. (3) Communication equipment areas under the exclusive mnirol of a public mmmunicadon utility agecxy. 28. Standpipes - Chapter 38 a. Class I, II, and III standpipes and 5re hose are to be provided as per Table 38-A. Based on this table, the Commons building kias no requirement for standpipes (See Items 3 and 5). Fue hose are W be provided as per Table 38-A. b. Refer to Secflon 3805(a) for requirements in locaBng standpipes. 29. Maxdmum Flame Spread Qassifications - Chapter 42 a. Flame spread classifiptions may be reduced one classificaiion in sprinklered buildings, 4202(a) Exception No. 2. b. Enclosed vertical exdtways shall be Class I(26-75) and all other rooms are areas chall be Class III (76-200) per Table No. 42-B and Excepaon No. 2 of Secfion 4204(a). 30. Fire-Resistive Standards - Chapter 43 a. Conduit and pipes shall not be embedded in required fire protec6ion of structural members, 4303(b)4. b. Column fire protection subject to injury shall be protected in an approved manner, 4303(b)5. c. Wiring in plenums shall comply with the Mechanical Code. -11- d. Fim-resistive assemblies for protection of openings - Section 4306. e. Glazed openings in fire doors having a 3/4 hour rating, shall be limited to 1296 square inches. f. Glazing in fire rated assemblies shall be 1/4" wire glass. Glass not mnfomting to this requirement may be used when qualified by tests in accordance with UBC Standards No. 43-2 or No. 43-4. 4306(i). g. Refer to Table No. 43-A, 43-B, and 43-C for minimum fire protection requirements. 31. Elevators, Dumbwaiters, and Escalators - Chapter 51 a. See MSBC Ctiapter 1320 - Elevators. 32. Protecflon of pedestrians during construction or demolition - Chapter 44. 33. Permanent occupancy of public property - Chapter 45. 34. Glass and Glazing - Chaprer 54. a. Refer to UBC Standards No. 54-1 and 54-2. b. Fach light of glass shall bear the manufaccurer's label designadng the type and thickness of glass. In lieu of this, an affidavit can be provided by the glazing mntractor when approved by the building offiaal, 5402. c. Refec to 5406(d) for locations requiring safety glazing. d. Refer to Tables No. 54-A and 54-B for maximum allowable area of glass. F. 35. Refer to Minnesota Energy Code for energy conservalion. Also, mntact local officials for any additional or different requirements. 36. Refer to Appendix Chapter 70 for excavadon and grading iequirements. Minnesota State Building Code 1987 1. 13052000 (UBC Section 709) Amend UBC Section 709 adding new pamgaph to read as follows: Every padcing ramp, or other parking facility, shall have spaces to park vehicles which accommodate 7-16 peopie. Number 2% of gross designed parking, with a minimum of two. 2. 1305.1795 Required Sanitation Fixtuns Based on Omipancy Load a. Requirements from Table 5-E: Gmup A Conference Rooms Dining Lounges 1 person/80 S.F. 1 person/30 S.F. 1 person/80 S.F. 12- Group B f Offire 1 person/200 S.F. Warehouse 1 person/500 S.F. Water Qosets (Group A) 1-100 1 101-200 Z 201-400 3 Over 400 1 addibonal for each 500 Water Closets (Group B - Offices) 1-15 persons 1 16-35 persons 2 36-55 persons 3 56-80 persons 4 81-110 persons 5 I11-150 persons ( Each additiona150 persons 1 additional fixture Water Closets (Gmup B - Warehouses) 1-10 persons 1 11-25 persons Z 26-50 persons 3 51-75 persons 4 76-100 persons s Over 100 petsons 1 additional fixture for 30 Urinals May be furnished in place of W.C. at the rate of one urinal/ one w.c., but not to exceed 1/3 requirement of w.c. Lavatories (Group A) 1-200 persons 2014q0 personq 401-750 persong Over 750 persons 1 2 3 1 additional for each 500 -13- . Iavatories (Gmup B - Offices) - 1-15 persons 1 ' 16-35 persons 2 . 36-60 persons 3 61-90 persons 4 91-125 persons 5 ? Over 125 persons 1 per 45 ' Iavatories (Group B - Warehouses) 1-100 1-10 1 per 10 - ? Over 100 1 per 15 Drinking Fountains Group A 1 Eor each 300 Group B- Warehouse 1 for each 75 Group B- Office 1 for each 150 Service Sinks 1 per floor b. Calculated Minimum Fixture Count Commons Building L.evel i Lp-vel 2 Water Closets 4 5 lavatories 4 5 Drinking Fountains 2 1 Service Sinks 1 1 Note: Use proper percentage for Mtal number between male and female. If not lmown, use 50% each. 3. Chapter 1315 - Electrical Code National Electrical Code, Section 300-22 plus amendments. 4. Chapter 1320 - Elevators and Relabed Machines ANSI A17.1 -1981, plus A17.1a-1982 plus amendments. 5. Chapter 1340 - Facilities for the Handicapped a. 1340.0300 Parldng: 1 space per 50/12' width Doors/Doorways: clear width - 31" space b/w doors (vest.) - 7 1/2" threshold b. 1340.0400 Sanitation Facili8es - At least one room each sex or one common toilet with 1 w.c., lavatoty, urinal for handippped. -14- - Buildings with more than 1 toilet room for each sex at least 2 toilet rooms per -- sex have 1 w.c.,/lavatory/urinal for handicapped. - Provide lever handled hardware for all public spaces. c. 1340.0500 Sizes and Qearances ' - Toilets: 36" clear space in front and 36" clear width of stall. - Toilet Seat: 1 T' to 20" A.F.F. - Grab Bars: one each side, or one side and rear with 1-1 /2" clearance - from walls, and 1-1/2" outside diameter - Mtg. Height: Horizontal Grab Bar: lowest part 10" above toilet seat and extends at least 6" in front of bowl and not less than 12" long. Ver6ical Grab Bar:12" in front of bowl from 12" above seat to 30" above seaG - Urinals: - Lavatories: - Mirrors: - Accessories: GNFPA Life Safety Code 1. Warehouse Requirements 31" clear access width. Front lip not more than 18" A.F.F. Qeaz Width 31", cleaz height 29" under apron and 34" maximum height to rim. Lever handles. Maximum height to bottom - 40" A.F.F. one of each mounted so working height is no higher than 40" A.F.F. Warehouse Qassifiration - Ordinary Hazard, Group 2. Warehouse Requiremenis (for 25' or less storage height) - 6" transverse flue, no longitudinal flue, no in-rack sprinklers (it should be no6ed that Factory Mutual dces require one level of in-rack sprinklers) 231C-".2.. 2. Raised F7oor and Halon Requirements A fire suppression is not required under the office area access floor, which has an access space greater than 8" when 1) the Floor system is constructed of non<rombustible inateriaLs and 2) no mmbustible materials such as exposed non-teflon wrapped wiring are located in the mncealed space, Chaplers 70, 75, and 13 (Appendix A4-4.4.4). -15- HUILDING CODE REVIEW A. B. C. Project Name: Cray Research Inc. Lone Oak Project. Project Locatlon: Lone Oak Drive and Lone Oak Road; Eagan, Minnesota Applicable Federal, State, and Gty Codes along with a list of agency and agency mntacts are as follows: Building Code - Minnesota State Building Code, February,1987 Edition, which has adopted the 1985 editlon of the UniEorm Building Code (See State Register• Monday, 18 August 1986 for the Minnesota State Building Code Amendments). Fre Code - Minnesota Uniform Fire code which adopts by reference the 1982 Uniform Fire Code and NaHonal Fire Codes 1982 editions. Life Safety Code - NFPA Life Safety Code (101),1981 edition. Plumbing Code - Minnesota Plumbing Code, Extracted hom Minnesota Rules 1983 as in effect on January 7,1985 and Minneso[a State Building Code. Mechanical Code - Heaflng, VenfilaHon, Air Conditioning, and Refrigeradon Rules exiracted from Minnesota Rules 1983 as in effect July 31,1983. Energy Code - Minnesota Energy Code, which adopts the Model Energy Code,1983 ediNon Extracted from Minnesota Rules 1985 as in effect on February 10,1986. Barrier Free - See Chapter 1340 in the Minnesota State Building Code. Zoning Code - Eagan Zoning Code, Reprinted (Revised) 1987. Electrical Code - National Electrical Code,1987 edilion and Minnesota Stare Building Code, Chapter 1315. OSI-IA - Stale of Minnesota Department of Iabor and Industry Occupational Safety and Health Standards. These standards adopt the Federal Occupatlonal SaEety and Health Standards by References. Elevator Code - Minnesota State Building Code, Chapter 1320, and ANSI A17.1-1984 and Supplement A17.1a-1985 The American National SafetyCode for Elevamrs, Escalators, and Moving Walks. City Code - Chapter 4, "Construclion Licensing, Pemiits, and Regulation, Including Signs, Expvations, and Mobile Home Parks." Tlvs chapter adopts the applicable codes and regulations listed above. Food Code - Minnesota Department of Health Requirements for Food and Beverage Establishments. -2- D. E. Agencies: C['IY OF EAGAN 3830 Pilot Knob Road P.O. Box 21199 Eagan, MN 55121 Jce Merchak Plan Reviewer 454-8100 Dale Wegleitner Fire Inspector 454-5274 The City of Eagan requires two sets of stamped and signed plans for review. A fooUng and foundation plan review will take 5 working days, a full plan review of architectural, mechanical etc. will require ten days for approvals. MINNESOTA DEPARTMENT OF HEALTH 717 S.E. Delaware Street Minneapolis, MN 554 (612) 623-5275 Bob Iashbrook Assistant Chief of Environmental Field Services (Tide) The Minnesota Deparlment of Health requires 3 sets of plans for review. MINNESpTA DEPARTMEIV'I' OF ADMIN[STRATION State Building Cade Division Metro Square Building, Suite 408 7th and Roberfs Streets St. Paul, MN 55101 Elroy Berdahl All seryices (quesflons on) 296-9991 Tom Joachim Section Chief for Plan Review 296-4630 Mike Godfrey All services (questions on) 296-2922 The State Building Code Division does NOT review the plans on this parlicular pmject but will answer questions on the state rndes. Building Code 1. The following building code was taken kom the 1985 edition of the Uniform Building Code. 2. The Commons Building mnsists of the Eollowing building mmponents with occupancy classificarions as listed: Office Areas &2 Storage and Loading Dock B-2 Classroom and Conference Facilities a. tNhere all rooms have an occupant load of S2 less than 50 b. Where any assembly room has an occupant A-3 load of 51 to 300 Dining Areas A2.1 Servery/Vending/Kitchen Areas A2.1 -3- 3. Occupancy separations required: Chapter 5, Table 5-B. a. One hour mquired between A2.1 and &2 of the Commons Building. b. None required between the A-3 and B-2 occupancies of the Commons Buitding. c. None mquired between A-3 and A2.1 occupanaes in the Commons Building. d. Kitchen and Dining faalides require no separatlon. 4. Allowable Floor Anea - Chapter 5. a. All occupancies Type N H.T. (Heavy Timber) mnstruction Table 5-C. 5. Maxdmum Height of Buildings a. 65' - 0" height with Type N H.T. rnnstruction, Table 5-D. b. Two stories with Type N H.T. mnstrucdon, Table 5-D -(A2.1 Occupancy). c. Four stories with Type N H.T. construction Table 5-D -(B-2 Occupancy), 6. Pedestrian Walkways - Chapter S a. Walkways wnnecting separate buildings do not need to be considered as buildings, but must be constructed of non-combustible materials, if used exclusively for pedestrian traffic. b• Openings from buildings to pedestrian walkways must be protected with 20 minute rated doors and frames having a smoke mntrol gasketed assembly (509c). c. The maximum distance between rnnnecteci buildings measured within a sprinklered pedestrian walkway is 400 feet. d. Pedestrian walkways at other than grade shall not be used as required exits. e. Enclosed pedestrian walkways must be provided with means for vendng smoke to the exterior (Mn.1305.1590). 7. Storage Areas - Do not tequim a one-hour separation when the entire building is sprinklered, 702. 8- Type of Construction, (hapter 17 a. In conjunction with Table 5-C and Table 17-A, Type IV H.T. construction shall be used. b. F'ue-Resislive Requirements, Table 17-A. (1) Exterior Bearing Walls - 4 hours Seclion 2103(a). (2) Interior Bearing Walls -1 hour. (3) Exterior Non-Bearing Walls _ 4 hours Section 2103(a). -4- (4) Structural Frame -1 hour or heavy timber. NOT'E: Section 1702 de6nes structural frame as the columns and the girders, beams, trusses, and spandrels having members which are essential to the stability of the building as a whole. The members of floor or roof panels which have no mnnection to the columns shall be mnsidereci as secondary members and not part of the shuctural frame. (5) Permanent Partitions -1 hour or heavy timber. (6) Shaft Endosures -1 hour. (7) Floors - Ceilings/Floors - Heavy Timber -(Members not <6" wide x 10" deep) (8) Roofs - Ceilings/Roofs - Heavy Timber (Members not <4" wide x 6" deep, nan-floor supporting) (9) Exterior poors & Windaws - Section 2I03(b) 3/4 hr <20'-0" from PL no openings <5'-0". (10) For additionai requirements for Type N mnstruction, see Chapter 21. c. Folding, Portable, or Movable Partiflons need not have a fire resistive rating but must meet requimd flamespmad classifications, 1705 (c). d. Walls fronting on yards having a width of 40 feet may have wood veneer on the exterior, providing the veneer is less than 15 feet above grade and is placed on a non-combustlble surface. Fire retardant wood may be used to a height of 35 feet, 1705(d). 9. Shaft Enc(osures (1706) a. Every shaEt enclosure shall be protected by a self dosing fire assembly, confomung to Section 4306, and in the following manner: 2-hour rated shah: 1-1/2 hour rated opening I-hour rated shaft: I hour rated opening b. M enclosure is not requireci for openings that serving only one adjacent floor, provided that the floor does not wntain openings serving other floors. 10. Uniform and Concentrated F7oor Loading - Table 23-A a. Access floor systems - Table 23-A Office Use - 50 psf (uniform) 2000 psf (mncentra6ed) Computer Use - 100 psE (uniform) 2000 psE (concentrated) 11. Minimum Roof Live Loads - Chapter 23 a. Aefer to Table 23-C b. Refer to $echon 2305 (See also MSBC Section 1305.4700 amendment) -5- 12. Heavy Timber Construction - Chapter 21. 13. Masonry Construction - Chapter 24 a. Refer to Table 24-1 14. Concrete Conshvcdon a. Refer to Chapter 26 15. Steel Conswc6ion a. Refer to Chapter 27 16. ExcavaNons, Foundatlons, and Retaining Walls a. Refer to Chapter 29 17. Veneer Construction a. Refer to Chapter 30 18. Roof Construction and Covering a. Refer to Chaprer 32 b. Roofs shall be sloped for drainage, 3207 (a). Also refer to 2305 (f). c. Overflow drains or scuppers am requimd, 3207 (c). d. Roof drainage water is not allowed to flow over public property, 3207 (e). 19. Exdts - Chapter 33 a. Exit door capacity equals occupant load served divided by 50,3303 (b). 4Vhere intended use not listed, building officials will establish an occupant load based on intended use, 3302(a). b. Minimum exit door width and height is 3'-0" x 6'-8". Maximum width of door leaf is 4'-0", 3304 (e) and (fl. c. Exit doors when open shall have a clear width of not less than 32". Verify clear width of door when panic hardware is used, 3304 (e). d. Storage rooms exceeciing 9000 s.f. mquim 2 exits. Assembly spaces and dassrooms with more than 49 occupants require at least 2 exdts. Kitchens, mechanical rooms, offices, locker rooms, and warehouses with more than 29 occupants reyuire at least 2 exits, Table 33-A. e. Travel distance to an exit shall not exceed 150 feet or 200 feet in a sprinklered building, 3303 (d). ?i- f. Adjoining Rooms - rooms may have one exit t}vough an ad'pining room or intervening room which provides direct means of travel to an exit corridor of fire stair. Exits shall not pass tluough kitchens, storage rooms, etc.. Foyers, lobbies, and reception rooms mnstructed as mquired for corridors shall not be construed as intervening rooms (3303e). Corridors serving as a mquired exit shall not be interrupted by intervening rooms. ExcepHon: foyers, lobbies, or recepfion rooms constructed as required for corridors shall not be mnstrued as intervening rooms (3305a). g. Doors shall swing in the dimction of exit travel when serving any hazardous area or when serving an area having an occupant load of 50 or more, 3304 (b). h• Doors shall have a landing on either side which cannot be more than 1/2" lower. When doors swing open over a landing, the landing shall have a length of not less than 5'-0", 3304 (h). MSBC 1340.0300 requires the landing to extend at least 12" on the latch side of the door. i. Minimum corridor width is 44", 330.5 (b). Minimum clear height for mrridors is 7'-0", 3305 (c). j. Handrails and doors, when fully opened, shall not reduce the requimd width of a corridor by more than T'. The swing of a door into a corridor shall not reduce the width of the corridor by more than one-half. Trim may project onro the requimd width of a corridor 1-1 /2" on each side, 3305 (d). k. Dead end mrridors may not exceed 20 feet, 3305 (e). This requirement applies only where there is a requirement for a protected corridor mmplying with Section 3305(g). 1. Corridor walls, except mrridors more than 30 feet wide with at least one exit independent from the mrridor, shall be of not less than 1 hour fire-resisdve rnnstrucdon, 3305 (g). m. One hour corridor required if serving a load of 30 or more. Walis may have 20 minute doors, 3305 (h). Windows in one hour corridor walls shall have 1/4" wire glass and steel kames and shall not exceed 25% of the corridor wall of the room which it is separating from the mrridor. n. Corridor wall and ceiling need not be rated if within a sprinklered office occupancy with a load of less than 100, provided that smoke detectors are installed according to their listing 3305, exception 5. o. Minimum number of exdts required per floor, based on occupant load: 0-500 occupanfs 501-1000 occupants 1001 or mom occupants 2 exits 3 exits 4 exits -7- , . p. Occupant loads, Section 3302, Table 33-A: (1) Design L.oads - Assembly Areas (less-concentrated use) Dining/Servery Areas/Conference Classrooms Locker Rooms Storage and stoclQOOms Warehouse Offices Garage Kitchen Mechanical Library 1 person/15 s.f. 1 person/15 s.f. 1 person/20 af. 1 person/50 s.f. 1 person/300 s.f. 1 person/500 sf. 1 person/100 s.f. 1 person/200 s.f. 1 person/200 s.f. 1 person/300 s.f. 1 person/50 s.f. (2) Exception: Accessory use areas which ordinarily are used only by persons who occupy the main areas of an occupancy shall be provided with exits as through they are mmpletely occupied, but their occupant load need not be included in computing the total occupant load of the building, Section 3302 (a). (3) Actual Occupant Load Commons Buildine vll Occupant I.oad: DiningRooms 12,282/I5 Servery/I.obby Circvlation Vending/Toileks Stair 400/100 Kitchen Area 2,392/200 Partial Servery Dishwasher Cooler/Freezer/Storage Loading Dock 3,640/200 Receiving, holding Trash mail Mechanical/Elechical 600/300 1'OTAL First Adjacent Floor (50% of I.eve12) Total I.oad ToWI Width Required Exits Provided Total L.F. Per Exit 17.16' L.F. = 819 = 4 = 12 = 18 - 2 855 = 0" = 858 = 17.16' _ ¢ = 17_16'=429 L.F. per exdt 4 eAis -8- , . Leve12 Occupant Load: Corridor 3180/15 = 212 Conf. Mtg. 1800/15 = 120 Storage 600/300 = 2 Library I500/50 = 30 Toilet/Sror. 1200/100 = 12 Office 5520 100 = 55.2 TOTAL 431 First Adjacent F7oor (50% of Level l) = 0 Total Load = 431 Total Width Required = 8.62 LF Exits Requined/Provided = 4 Total L.F. per Exit = 8.62/4 = 2.15 L.F./exit NOT'E: At Level Two 2'3Y "* of required exit width is mming across the link from Software Training and exiting at the deck of the Commons Building. Provisions must be made to accommodate this requirement. ' Leve12 has direct access to grade, and does not pass through Level 1 for required exiting. " Level l has direct access to grade, and dces not pass through Leve12 for required exiting. - - -?.---? -?-_.. ) Assumes only 50% of required exit width wming from Software Training Link ?. because of geater exdting distance and laclc of simultaneous exiting._ _--- 20. Stairways - Chapter 33, SecNon 3306. a. Minimum of 2 risers per stair, 3306 (a). b. Stair width - serving 50 or more, not less than 44", and serving 49 or less not less than 360306 (b). Minimum landing size to equal the width of stair. c. Rise and run - riser height shall be not less tlian 4" nor grealer than T'. The tread shall be not less than 11". The greatest riser height cannot exceed the smallest by more than 3/8" within any flight of stairs. The largest tread cannot exceed the smallest by more than 3/8" within any flight of stairs, 3306 (c). d. Vertical distance between landings shall not exceed 12'-0", 3306 (i). e. Stairways wider than 88" require intermediate handraiLs. Intermedia6e handrails cannot exceeci 88" on center. This applies to exterior stairs as well. Handrails are to be not less than 30" nor more than 34" above the nosings. One handrail shall extend not less than 6" beyand top and bottom risers (check local handicapped code on this). Handrail grip portion shall be not less than 1-1 /4" nor more than 2" and shall have a space of not less than 1-1 /2" between wall and tiandrail, 3306(j). f. In any building four or more stories high, one stair must extend to the roof, 3306(0). All other required interior stairways, which extend to the top floor in a building four or more stories high, requim a roof hatch, 3306 (m). -9- g. Headroom in stairways shall not be less than 6'-6", 3306(p). Even though the code only requires 6'-6", try to design W a minimum 7-0" headroom at stairways. h. Stairway numbering signage is required in buildings four or more stories high. 21. Ramps - Chapter 33 a. Ramp width requirements same as for stairs, 3307(b). b. Exit ramps shall have a slope not steeper than 1 to 12. All other ramps shall have a slope not steeper than 1 to 8, 3307(c). c. Ramps having slopes steeper than 1 ro 15 shall have landings at the top and bottom and at least one intermediate landing for each 5 feet of vertical rise. Iandings shall have a length of 5 feet except bottom landing shall have a length of 6 feet. Doors shall not reduce the width of a ramp ]anding to less than 42", 3307(d). d. Ramps having slopes steeper than 1 to 15 shall have handrails as required for stairs except that intermediaie handrails are not required, 3307(e). e. Ramp surface shall be slip-resistant, 3307(g). 22. Horizontal Exit - Chapter 33 a. A horizontal euit shall not serve as the only exit, 3308(a). b. A horizontal exit shall lead to the exterior or to a holding area (on the opposite side of the 2-hour wall) which is sized to accommodate the occupant capacity at 3 squaze feet per occupant, 3305(c). 23. Stairway, Ramp, and Escalator Enclosures - Chapter 33 a. All sWirways, ramps, and escalators shall have 2 hour enclosure walls in buildings more than 4 stories and in Type I buildings, 3309(a) and (b). b. Enclosure walls are not required for a stairway, ramp or escalator serving only one adjacent floor and not connected with wrridors or stairways serving other floors, 3309(a) Exception No. l. c. In Group B-2 occupancies, 50% of the exits may discharge through a street level lobby. d. Smokeproof enclosures are required for buildings with floors located more than 75 feet above fire deparlment access, Section 3310. e• See MSBC Sction 1340.0300 for handicapped ramp requirements. 24. Fxit IDumination - Chapter 33 a. Ebts shall be illuminated with light having intensity of not less than 1 foot candle at floor level, 3313(a). b. Exdt signs are to be provided at required exit doorways, and must be illuminated, 3314 (a). -10- . .. 25. Group A, Division 3 Occupancies a. For Group A-3 occupancies having an occupant load of 50 or more, exit doors shall not be provided with a latch or lock unless its panic hardware. See 3318 (a) for excepdon to this requirement for main exits. 26. Skylights - Chapter 34 a. Class for skylights shall be wire glass, laminated glass or tempered glass, minimum thickness 7/32". If wire glass is used, supports in one direclion must be provided spaced at no less than 25", 3401. If tempered glass is used, probective scTCens are required,3403. 27. Fire-Extinguishing Systems - Chapter 38 a. An automaHc sprinkler system shall be installed in every story or basement of all buildings when the floor area exceed 1500 square feet, where fire department access is not ptovided as per 3802(b). b. ReEer to 3802(c)5 for sprinkler requirements at stage areas. c. Sprinkier system shall be supervised by a central station or local alarm which will give an audible signal at a rnnstanfly attended location, 3803. d. Sprinklers may be omitted, subject to the approval of the building official and the fire chief, in the following areas, 3804. (1) Where sprinklers are rnnsidered undesirable because of the nature of room mntents. (2) Where the application of water to the room mntents may mnstitute a serious life or fire hazard. (3) Communiprion equipment areas under the exclusive mntrol of a public rnmmunicafion ufllity agency. 28. Standpipes - Chapter 38 a. Class I, II, and III standpipes and fire hose are to be provided as per Table 38-A. Based on this table, the Commons building has no requirement for standpipes (See Items 3 and 5). Fire hose are to be pmvided as per Table 38-A. b. Refer to Section 3805(a) for requirements in locating standpipes. 29. Maximum Flame Spread Qassifications - Chapter 42 a. Flame spread classifica6ions may be reduced one classification in sprinklered buildings, 4202(a) ExcepUOn No. 2. b. Enclosed vertical exitways shall be Class I(26-75) and all other rooms are areas shall be Class III (76-200) per Table No. 42-B and Excep6on No. 2 of Section 4204(a). -11- • W ? ; 30. Fire-Resistive Standazds - Chapter 43 a. Conduit and pipes shall not be embedded in rtyuired 6re pmteclion of structural members, 4303(b)4. b. Column fire protecHon subject to injury shall be protected in an approved manner, 4303(b)5. c. Wiring in plenums shall comply with the Mechanical Code. d. Fire-resisdve assemblies for protection of openings - Section 4306. e. Glazed openings in fire doors having a 3/4 hour rating, shall be limited to 1296 square inches, f. Glazing in fire rated assemblies shall be 1/4" wire glass. Glass not mnforming to this requirement may be used when qualifted by tests in accordance with UBC Standards No. 43-2 or No. 43-4. 4306(i). g. Refer to Table No. 43-A, 43-B, and 43-C for minimum fire protection requirements. 31. Elevators, Dumbwaiters, and Escalators - Chapter 51 a. See MSBC Chapter 1320 - Elevators. 32. Pro6ection of pedestrians during mnstruction or demolition - Chapter 44. 33. Permanent occupancy of public pmperty - Chapter 45. 34. Glass and Glazing - Chapter 54. a. Refer to UBC Standards No. 54-1 and 54-2. b. Each light of glass shall bear the manufacturefs label designating the type and thickness of glass. In lieu of this, an affidavit can be provided by the glazing mntractor when approved by the building offlcial, 5402. c. Refer to 5406(cll for locations requiring safety glazing. d. Refer to Tables Na. 54-A ard 54-B for maximum allowable area of glass. 35. Refer to Minnesota Energy Code for energy mnservation. Also, mntact local officiats for any additional or different requirements. 36. Refer to Appendix Chapter 70 for excavation and grading requirements. F. Minnesota State Building Code 1987 i. 13052000 (UBC Section 709) Amend UBC Section 709 adding new paragraph ro read as follows: Every parking ramp, or other parking faality, shall have spaces to park vehicles which accommodate 7-16 people. Number 2% of gross designed parking, with a minimum of two. -12- .0 ,, 2. 1305.1795 Required Sanitation Fixtures Based on Occupancy Load a. Requirements from Table 5-E: Group A Conference Rooms 1 person/80 S.F. Dining 1 person/30 S.F. I.ounges 1 person/80 S.F. Group B Office 1 person/200 S.F. Warehouse 1 person/500 S.F. Water Closets (Gmup A) 1-100 1 101-200 2 201-400 3 Over 400 . 1 additional for each 500 Water Closets (Group B - Offices) 1-15 persons 1 1635 persons 2 36-55 persons 3 56-80 persons 4 81-110 persons 5 111-150 persons ( Each addifiona150 persons 1 additional fixture Water Closets (Gmup B - Warehouses) 1-10 persons 1 11-25 persons 2 26-50 persons 3 51-75 persons 4 76-100 persons 5 Over 100 persons 1 additional fixture for 30 Urinals May be furnished in place of W.C. at the rate of one urinal/ one w.c., but not to exceed 1/3 requirement of w.c. Iavatories (Group A) 1-200 persons 201-400 persons 401-750 persons Over 750 persons 1 2 3 1 additional for each 500 -13- . ??, . L. Iavatories (Group S - Offices) - , 1-15 persons 16-35 persons ' 36-60 persons 61-90 persons 91-125 persons Over 125 persons Lavatories (Group B - Warehouses) 1-100 1-10 Over 100 Drinking Fountains Group A Group B - Warehouse Group B - Office Service Sinks 1 per floor b. Calculated Minimum Fixlure Count Commons Building Water Closets I.avatories Drinking FounWins Service Sinks Level i Leve12 5 5 4 4 2 2 1 1 1 2 3 4 5 1 per 45 1 per 10 1 per 15 1 for each 300 1 for each 75 1 for each 150 Note: Use proper percentage for total number between male and female. If not knocvn, use 50% each. 3. Chapter 1315 - Electrical Code Naflonal Electrical Code, Section 300-22 plus amendments. 4. Chapter 1320 - Elevators and Related Machines ANSI A17.1 -1981, plus A17.1a-1982 plns amendments. 5. Chapter 1340 - Facilities for the Handicapped a. 1340.0300 Parking: Doors/Doorways: 1 space per 50/12' widkh dear width - 31" space b/w doors (vestJ - 7' 1/2"threshold b. 1340.0400 $anitation Faciliaes - At least one room each sex or one mmmon toilet with 1 w.c., lavatory, urinal forhandicapped. -14- 'j._. ?& Buildings with more than 1 toilet room for each sex at least 2 toilet rooms per sex have 1 w.c.,/lavatory/urinal for handicapped. Provide lever handled hardware for all public spaces. c. 1340.0500 Sizes and Clearances - Toilets: 36" clear space in front and 36" clear width of stall. - Toilet Seat: 17' to 20" A.F.F. - Grab Bars: one each side, or one side and mar with 1-1/2" clearance from walls, and 1-1 /2" outside diameter - Mtg. Height: Horizontal Grab Ban lowest part 10" above toilet seat and extends at least 6" in front of bowl and not less than 12" long. Verlical Grab Bar.12" in front of bowl from 12" above seat to 30" above seat - Urinals: - Lavatories: - Mirrors: - Accessories: G.NFPA Life Safety Code 1. Wamhouse Requiremenis 31" clear access width. Front lip not more than 18" A.F.F. Clear Width 31", clear height 29" under apmn and 34" maximum height to rim. Lever handles. Maximum height to bottom - 40" A.F.F. one of each mounted so working height is no higher than 40" A.F.F. Warehouse Classification - Ordinary Hazard, Group 2. Warehouse Requirements (for 25' or less storage height) - 6" transverse flue, no longitudinal flue, no in-rack sprinklers (it should be nobed that Factory Mutual does require one level of in-rack sprinklers) 231C-&8.2.. 2• Raised F1oor and Halon Requirements A fire suppression is not mquired under the office area acress floor, which has an access space greater than 8" when 1) the floor system is constructed of non-combustible materials and 2) no combustible materials such as exposed non-teflon wrapped wiring are lacated in the concealed space, Chapters 70, 75, and 13 (Appendix A-14.4.4). -15- August 16, 2001 VIA CERTIFIED MAIL-RETURN RECEIPT REQUESTED Hon. Patricia Awada A?? 2 G 2D?1 City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 Re: Reduction in Force at Silicon Graphics, Inc. (SGI) Dear Mayor Awada: ' This letter is to advise you that tne office of Silicon Giaphics; inc. located at:655=Lone-" < OaR Drive,Eagan, Minnesota 55122, will be reducing its workforce on a permanent basis. This action will be communicated to employees on August 16, 2001 with an sGi effective separation date of October 15, 2001. 42 employees will be affected by this 1600 Amphitheatre Parkway action. Mountain View, CA 94043 Tel 650.960.1980 If you have any questiors regarding this action, please contact me at 1600 Amphitheatre Parkway. MIS 710, Mountain View, CA 94043, 650l933-5754. Amy J. Lambert Director, Employment Legal Sincerely yours, Services Tel 650.933.5754 Fax. 650.933.0096 Finail: amyl@corp.sgi com Amy J. Lam O ?? n ?I ? WARN NOTIFICATION INFORMATION Eagan, Minnesota l. Name and address of employment sitc where plant closing/mass layoff wiil occur: 655 Lone Oak Drive, Eagan, Minnesota 55121. 2. Expected date of first separation and anticipated schedule for making employment separations: August 16, 2001. 3. Approximate number of affected employees (at geographic location): 42 4. Name and telephone number of company official to contact for further information: Amy J. Lambert, Director of Employment Legal Services, Silicon Graphics, Inc., (650) 933-5754 5. Whether nature of planned action is expected to be permanent or temporary: Permanent 6. Bumping rights: None 7. Job titles of positions affected: See attached 8. Number of affected employees in each job classification: See attached 1 P 7 Eagan, Job Title Minnesota Administrator III 2 Base Service Sales Rep 1 Business Development Mgr 1 Business Process Analyst IV 1 Corp Svcs Mgr 1 CSE Mgr II 1 I!S Mgr IV 1 Inbound Manager 1 Inbound Telesales Rep 2 Inside Sales Manager 1 Inside Sales Representative 12 MTS-Engineering III 1 Partner Manager 1 Prof Svcs Solution Architect 1 Professional Services Mgr 1 Prog/Analyst III 1 Sr MMS 1 SR Tech Writer 1 Sr. MMS 1 Support Program Mgr II 2 Support Program Mgr III 1 Systems Admin I 1 Systems Admin II 2 Systems Engineer 1 Telesales Operations Mgr. 1 Tse I 1 TSE III 1 Grand Total 42 ?- / , ACJ /I F STATE OF MINNESOTA UEPARTMENT OF HEALTH I Cw WATEP WELL HECONO MlNNt.'SOTA UNlpUE W6'LL NO. mY Name /m , O?? 1 Q hfo?naoW Sialuks ISfiA Ol. OA Watn SamDlr Mot@ J_ ?Y Towmhip Wmet ? ow?ehip Number Range Numher Secuon No FnRwn C. WEI.L DEP771 (mmpktm) Date W Completwn ° ?` N't Ne sli 347 rt. 8-2I-89 Numencal Stree[ Ad ss and Cilv of Well Locauon or Dislanre fmm Rwd Inrerseclion. S. DRILIJNG METHOO N i I AEEmmn Name Blcek Number E T 1 1 Lot Number ? i mJe -? I PROPEA7Y OWNEB'S NAMf Mailing Address indicated above. Cray REseaacbh Bame blapcode fF-13 than pmpeny )p CaGeTad ? Revny ? Drnen ? Du¢ ? HollowHad ? An ? Bored ? ? Rmary ?lenetl ? Power Auger 60-1 b DRILGNG FLUID Water 7. USE ODomesta OMonnonng OHeat Wmp ?Irngation L]WdK ?IndustrY ?Tnt Wdl t]Mummpal ?Cammercial ?AirCOnAnEomng Q , . CASING ??? HE[GHT: AEOVe(Belmv ?Black ?Threaded SuAace (t, ? Galv. ? WeWN . Dnve Shce.' Yes= No- la st¢ ?I' ? p ? JS? ??q ft. m m4 Y l? 1SL /? , ?(? iM /??. Weight.?.K ? ? p( 9 ?n. io ?.52lZ fl G Weight ?YDS /11. in m ft. Weight Ibv/fi. 13. £ORMATION I,OG ? COLOR I FlIYMGTI(INrI FROM I TO ? ?n. ta_ft _in 10?1 -in, ta_L 9. SCREEN I Ur open n It pp3I ? f[ Make NQNE from ta. -.I- . Set brtwmm _ ft antl _ ft. LengN FIttINGS "_- 13U_25 hmna,„, oanwe o,uMmu,m 5-21- I1. YUMPIN?G? I.E'VEL Ibelow IaM 5urlacN _yLq ...qyt alar-3-_hrs pumpmg ?p Yyn gpm. 1 3I_33t.afler p ?i_hrs pumpng 1200 gp.m ?Rtlessadapta manutactvrcr RakLr MatlJ Yl Basemem dfut ,pAt kazt 12" ahove groueM7P512141 ? Plastic casmg protwnon I1. WELL GROUTEd ?pycs ? N. X] Nnt Cement ? Iientoncte ? ?p? G?OYlllld?fll2ITOMYlA}Id Irom ^ mCiLl-/ccu.yEStnvns t[E ue Limerock & Sandrock HC. LOCAL COPg IJ, YEAREST SOUftCES OF POSSIBLE CONTAMINA"1'IUN fcei _Cirection tYpe Well dismfttwi upon mmVletiod P Yev ? No 15, PUMP Drteinxal4d 79 (1fTlIRER 19A9 ?Nmmsuued manwactvrer's wne-?q??'r1nAftlc C Modelnumber VWS400-3 HP?dtc?y Lengtnof aoawae 1I80 TfiQ ft_ cawwnr 5011 anm Manmalafdroppipe rl Type 0 Submam6le ?LS.Turbme ORmiprrcanng DJe[ OCentnfugsi Cl 16. ABANDONED WELLS Unuaed well on propertv' ? Yee P IVn SeakE O Permanent O Temparary ? Ho[ seakd . 19 WATER WELLCONTRACTON LERTIFICATION Thrs w¢II was drdled mMer my ]unsdicnon and thus rcport is we m the best of my knowledge anA behef E H Renner d Soas Inc. 71015 L. Businrs Nawe Lomme Na. Addhoss15688darv9 s St. EEl k R'f ver. MN 55330 D. 0-??l 1-89 ' nwho lkpesenanic Darrell Qwen D„ -28 1-69 Nomr ru,ne. ]/1690M 00561? 5?74 ? FIE-01205-03(Rev. 9/88) zi? t"a., STATE OF trDE'PARTMEN Divisio PHONENO. 296-4800 December S, 1989 4Q T OF NATURAL RESOURCES N OF WATERS - 500 LAFAYETTE RD „ ST. Cray Reaearch, Inc. Attn: Mr. Eric Lindahl 655 Lone Oak Drive Eagan, MN 55121 Dear Mr. Lindahl: ????IVFp pEC ? ? ?« PAUL, MN 55155 FILE NO. : -? RE: APPROPRIATION PERMIT 1/89-6419, ONE WELL, DAKOTA COUNTY Enclosed is Permit A89-6419 authorizing appropriation of water from one well for commercial air conditioning located ih Section 1, Township 27 North, Range 23 West. Please read all conditions of the permit, eapecially Condition 3.b. This requirea you to record the monthly and total amounts of water appropriated annually. A Water Use Report will be sent to you each January for reporting the amounta for the previous year. The report must be submitted with the processing fee by February 15 of each year. The processing fees are based on the amount of water suthorized by the permit. The minimum pracessing fee is $25.00 fot any amount of water authorized up to 50 million gallona. One tenth of a cent for each additional one thousand gallons is added to the minimum fee for amounte authorized over 50 million gallone, up to a maximum fee of $2000 per permit per year. Thie permit authorizea appropriation of 46 million gallons per year; therefore, the annual processing fee is $25. The report and fee muat be submitted as lang as the permit is active, even if no water is used. Failure to submit the water use report and fee can result in the termination of your permit. Please do not send the report and fee until notified. Minnesota Statutes provide for an admiaiatrative hearing if you are aggrieved by the action taken on this permit. Be advised that to talce advantage of this review process_}eou muat file a heariag request and any zequired bond within 30 days. If you have any questions regarding this procesa or about the terms and conditions of your permit, contact Area flydzologist Pat Lyach at 296-7523. David B. Milles, Supervisor Permits Unit Sincerely, ?"/ /s .x&&,- Enclosure cc: Dakota SWCD Gun Club Lake WMO City of Eagan B. Wiegert, BRW, Inc. B. Gilbertaon, AFM Data Systema/Langoussis Metro Waters AN EQUAI OPPORTUNITY EMPLOYER wa-o2eze-oz INNESOTA Department of Natural Resources Division of aters WATER APPROPRIATION PERMIT Box 32, 500 Lafayette Road St. Paul, MN 55155-4032 PERMIT 189-64ig CQUNTY aito t a IN THE MATTEH Of THE APPIICATION FOR APPROPRIAT ION OF WATEFS OF TME STATE, PERMISSION IS HEREBY GRANTED T0. PERMITTEE AuthonzeA Agent Cra Research, Inc. Eric Lindahl Address E an MN 55121 To Appropriate From: One well: 18" diam „ 347' deep, Unique II505619 Point of Taking: NE} NEJ SW} Section 1, Township 27 North, Range 23 West Purpose. Make-up water for cooling tower to facilitate commercial air conditioning On d continuous basis. , Properry Descnbed as= Lot 1, block 1, Cray Addition in the NE} S41} Section 1, Township 27 North, Range 23 West Authonzed Signature THe Oate ? /? • /?-?"°?s Supervisor / 2/"'f/" David B. Milles Permits Unit rhis Permn is grenteC subject co tne fallowing CONDITIONS: 1. OUANTITY: The permittee is auttlonzeQ to appropnate watEr at a rate nol to exceed ,§QQ geilons per mmule The Iotai amouM of wdter appropriated shall not exceed_M"_acre feet or 44,5* miNion gallons per year. * See Additional Eandition #7 2. LIMITATIONS: (a.) Any violation of the terms antl prowsions ol this permit an0 any appropna[ion of the waters ol th¢ stdtE m excass ol thal authonted hereon sha11 cons8tute a violatlon ol Minnesota StaWte6. Chapter 105. (b I This permit shall not b0 construed as estabhsnmg any prionty ol appropriation of wateis of the State. (c ) This permrt is permissrve only. No liabihty shall be imposed upon or mcuned by the State of Minnesote or any of its employees. on account of the granting hereof or on accOUnt of any damage to any person or properry resulUnq from any act or omiSSion ef the permittee relating ro any matter hereunder. This permit shall nm be construed as esropping or iimihng any iegal claims or right of action of any person other ihan the state against the permmee, for any damage or injwy resulung from any such act or omis9ioa, 0r as stoppmg or limiting any legal ciaim or rignt of actwn of the state agamst the permntee, for wolanon of or failure to comply with the prowsions of the permrt or apphcable proviswns of law. (d ) In all cases where the domg hy the Oermiltee of anytnmg authonzetl by this permit shall mvolve the takmg. using, or dpmaging of any properry, nghts or interests of any other person or persons, or of any OubhWy owneE IanCS or improvements thereon m mterests theretn, the permittee, before proceeding therewrth, sh211 oblam the wntlan consent ol all persons, ag0ncies. ot aulhonGes conceme0. and shall acqwre all properry, rights anA interests necesaary therefore. (e.) This permit shall not release the permitlee from any other permit reqwrements or liabdity or obligaLOn imposed by Minnesota Statutes, Fetleral Law or loCal ordinances relatinq iherefo antl Shall remain m force subjen to all contlinons and hmdations nowor hereafter impOSed by law (f ) Unless explicdly specifieC, this peimd does not aulborae any alteratwns of the beds or banks ol any pubhc (protected) waters or weUands A separale permit must be obtain2C frpm the Department ol Natural Re6ources pnor to any such alteration. 3. PERMI7TEE'S NESPON8IBILITIEB: ' (a.) MONITORING The permittea shall equip each installatfon for approprleting pr using water with g device or employ a method to measure the quan- tity of water appropriated to within ten (10) Peraent o} actuel amouM withdrewn unlBge otherwise specifled by apeCial prowgion. (b.) REPORTS. MonMly recards of the amount of water approprieted or used ehall be record80 for each installatlon. Such readmgs anE the total amount of water apprapriated or used shall be reportetl annuslly to the Directar of the Divlaion o1 Watera, on or Defore Februery 15 of the fouowing year, upon forms supplied by the Division. Any procesaing fee requiretl by law or rule shall be submittetl with the recorCS whether or not any water was approprieted tlurinq tne year. Fetlure to report ahall De suMicieM cauae Tor fermmatieg the permit 30 Gays Ioliowmg wntten nohca. (c-) TRANSFER OR ASSIGNMENT. Any transler or a5signment of nghta, or sale of property involvetl hereunOer shell be reported within 90 qeys ihereeRer ta the Oirec- tor of the Division of Waters. Such notice shall Ce mede by the transferee (i.e. rrew owner) and shall atate the intenNan to condnue the ap- propnation as stated in the permit. This permit shall not he tnnaferred or a9signed except with the wrltten eonsent of the Commi9sioner. (d•) MODIFICATION. The permittee must noli(y the Commissioner in wnting of any propoaed chengea to the eaiating permit This parmrt shall not Ce mo0lfied without flrst obtaining the written parmisaion Irom the Commissioner. 4. COMMISSIONER'S AUTXOHITY: (a.) The Commissionar may inspect aoy installation utilized for the approprleLOn or use ot watac The permitlee sAall grant accesa to the srte at all reasoneble times anA sh811 supply such mformatbn concermng such inatallatlon es the Commissioner may reQuve. (b.) The Commig9ioner may, as he deems neCesaary, require the permittee to In9lell gegea snd/or obaervetlon walla to mortitor the im- paci oi the permrttee'S appropnation on the weter resaurCe and reqWre the permittes to pey necesaary eosts of installation end mam- tenance. Ic.) The Commissionar may restrict, suspend, amentl, orcancel this permd in accortlance with applicable laws anC rules for any cause for the protection of public interest5, or for violahon of the provisions of this permd 5. PUBLIC RECORD: All data, facts, plens, maps, appllcatlons, ennual water use reports, end eny atltlidonal Informa[ion auhmitted as partof thia permn, antl ttlis permrt itself are part of the public reCOrO and are avails6le for pu0tic in9pection at the officas of the Division of Waters. The informatiOn containetl Inerein may be used by the Division as it deems necessety. The submisaion of falee data. statements, reports, or any such atl- ditional mformation, at any time shall be deemed as just grountla for revocatwn of tMS permd. Additional Conditions: 6. The permittee shall notify the Commissioner prior to abandoning, removing, covering, plugging, or filling the well(s) from which the authorized appropriation was made. The well must be abandoned by a licensed well driller and in accordance with the procedures required under the Mianesota Department of Health Water Well Code (4725.2500 - 4725.2900). 7. The permittee may hereby appropriate an additional 1.5 million gallona of water per year from the permitted well to maintain water levels in a private, constructed pond. Water pumped into the pond shall be metered separately and reported separately on the annual water use report. This pravision is valid only as long as the permittee has a valid private fiah hatchery license from the MN Department of Natural Resources - Section of Fiaheries. The permittee shall forward a copy of said license to the Regional Hytlrologist (1200 WarnQr Ro3d, St. Paul, MN 55106) and report termination of same, 8. The permittee shall, whenever practical and feasible, employ water conservation methods and practices that promote sound water management, including but not limited to reuse and recycling of water, water saving devices, and water storage: . , cc: Dakota County SWCD Gun Club Lake WMO City of Eagan B. Wiegert, BRW, Inc. B. Gilbertson, AFM Data Systems/Langoussis Metro Waters I, CRAY SECOND ADDITION Npfn W r-- ? i .,'' '' ? ..... L ?+? J N 8711 ] I Y` ` //T_??.J I No ar ? ? \ \ I / ? \ I I ? I L : c ? $' .. .. .. .. .. !. I^. .. .. .. .. .. .. N ?BB•?l'1]• E . . .. ?. ' 1J)4B1 ? ___ i g.1E OUTLOT ouTLOT / I \? ? C?? OUTl.07 A r- -- -, ? .? . .`• . : ? I t ? ai;TtO? C. ?? •,??_. . r-_"___ ounor > 41 e Lpx GUTieiy 8 ` \ C ? P ? ? ? ? ib?eso i o?moc ?•,• wn???? I 1 I I o ? -------n ? ?? LOi 2 1'f?! i i ? I zI cl I? S! Jill ,, \ <o \ v ry ?? I ? I \F- \\??K\\ ``? \ \ I W 'T H ll e\?? ?N\ ?? \ I Cu?LoT e I ?/ 4g ` ??? i ?? l. ?\@' ,?\\ ?\\\ //ji ? / I ?1 • ;,U.? v$a'.oa \ 1 \ ? ` ? / P ?' 1 ?....?,. v.: :1. V`&v OUTLOT D ?I N.. X I \- J • _ - ? L__ _________ _________ __ 13 a --- ----- - - - - - _? ILOME OAK 110W a ? ?5]EG t GS1.+l XO S6 5lB?l550` w i • S. .. _?_ _ _ T - ? p -y` vv??v.w.?v _ - _ 1 ?uu.oR? swo-nsww M]SSACpIpM? I_?n??uvv . I Iq, f? 7. s/6 GG.. ?? ?v' • ' ASEAENZ • . i ? E ?_.:?•..... • i ORoA Fog p0?5 ? • --??, ,.. pQR ? .. ==? - - ppNpk N ?A6 5a??y? a y+ - . ' : . b? • ? $? - R". ' •?' < .. + ? ro ? I .i„!; , ? i ? •Q',?/f ? ?? , . ? ?' ?ti? / . • 7r?.J, rl"? qJ27la 5 ?:z32. BLocK , ., •, ; F . . , •-- . ?.e t. , ? ''d.-4. _• ? ?Y ? -?? J ? ? .? ,r. ? ?, E ? ,? ? -.-, I ?' I LO T 2 , L---- `??o zs 25 i I¢3, 96 ssq.?t r .,. ., _ _ ---j? - . - -=z.cs.-- -- ?`? ' ? 3.3ca¢? N,2•s'''?? 5 89'?2'S0' E t. N .?? IfsI O ? z W? , ? ?o hs ?a ? ?< o? ? ,s ? ?N ZMI?? I n brhon ??Q (?l' • D a a j? We of N/s y+: ir- o rnlC , ~ _, ? Ln Sog?¢?? '_ =a 7. 23loac. - ? ? ' , . , ? , ? ---------------- `---- ---'- ---------- I751'1 ., ? ?. 1 f \ \\_ ? C6 0 WM 310?6S 0 N 89°O6'Ot' W 1246.82 -- MATCH LINE SEE SNEET 3 OF 3 SHEETS _ ? " ? $7.29 S 41 °Ot'13" W ! DRAINA, Inspection & Valuation International, Inc. Engineering Due Diligence Services IVI Corporate Center 55 West Red Oak Lane White Plains, New York 10604 (914) 694-1900 (tel) (914) 694-2228 (fax) inspections@ivi-intl.com August 18, 1999 Mr. Dale Schoeppner Assistant Building Official Eagan City Building lnspections 3830 Pilot Knob Road Eagan, Minnesota 55122 (651) 681-4675 (tel) (651) 681-4694 (fax) Re: Record Search Cray Research Park 655 Loan Oak Road (Buildings A, D, E, F) Eagan, Minnesota V9086894 DearMr. Assistant Building Official Schoeppner: RFCEIVEI? AUG 2 5 1999 BY: As requested, enclosed is a check in the amount of $20 (at $5 per building) to fulfill my request for a search and copies, if any, of your deparhnenYs records for any outstanding building code violations with regard to the above referenced property. Thank you for your assistance. Should you have any questions, please call me. Sincerely, INSPECTION & VALUATION 11VTERNATIONAL, INC. tan Facility Assessment Divis' Matthew Sarel Research Analyst enclosures: one (1) check DocumenR 8{i9/99 c '- Buildi'ng 'Department Information Request Inspection & Valuation lnternational, Inc. IVI Corporate Center 55 West Red Oak Lane White Plains, New York 10604 1-800-77874139 Date: August 76, 1999 To: Marilyn Wuchertfennig, Zoning Official Subject: Cray Research Park Dept.: City of Eagan Building Department Four (4) Campus-style Office Buildings; 508,600 SFG 655 Loan Oak Drive(Buildings A, Tel. No.: (651) 681-4675 D, E, F) Eagan, Minnesota Fax No.: (651) 681-4694 Sender: Matthew Sarel: Tel Ext. 275 IVI Proj. No.: V9086894 & IVI PM: Thomas M. Leigh, R.A. ¦ New York ? Washington, D.C. ? Los Angeles ? Miami ? Dallas (914) 694-1900 (tel) (301) 907-0163 (tep (213) 896-0300 (tep (305) 358-1776 (tep (972) 716-9300 (tel) (914) 694-2228 (fax) (301) 9073352 (f2x) (213) 896-0149 (fax) (305) 372-0189 (fax) (972) 716-9311 (tel) IVI International has been commissioned to conduct a Property Condition Assessment Survey on the above referenced Subject. Please respond to the following documentation/information requests: 1. Does the Subject have any material outstanding building code violations within its file? Yes ? No ? If "Yes", please fax copies of same. 2. Is there any existing or pending material building or fire/life safety code requirements Yes O No ? that ihe Subject would not be grandfathered and therefore compliance would then be mandatory? If "Yes", please briefly explain. 3. Do you have any general or specific knowledge of any physical conditions (site or Yes ? No ? building) that negatively impact the Subject such as localized flooding, sanitary sewer back-up problems, etc.? If "Yes", please briefly explain. 4. Is the Subject within a 100 year frequency flood plain? If "Yes", please identify ' Yes 0 No ? the Flood Hazard Zone as per FEMA's Flood Insurance Rate Maps. 5. What Building Code is enforced, and what is the local Zoning Ordinance classification of the property? 6. Are there any municipal required procedures or mandated improvements that are triggered by a change of ownership/title such as: a re-inspection by the Building Department, the installation of sprinklers, installing water conservation devices, etc.? If so, what are they? Please fax us a copy of the SubjecYS Certificate of Occupancy. Submitted By: Date: Thank you for your assistance. Should you have any questions orshould there be any iees associated with providing the requested information, please call the Sender idenfified above. document2 F* / Memorandum TO: Merchak Christensen File Lindahl L.emma DeAngelo Rohkohl Oliphant Frisell DATE: February 6,1990 R& Corporate Offims Software Training Building Cray Research,Inc. FROM: ELLEN OLSON 60 The Alliance ARCHITECTVRE PLANNING INTERIORS COMM. NO. 8852.2 JZ r' ? i Ern `4 ALLCwE'? P,?CqUSE Ali? ?:.MPLI/w,7-N IN? bF U3C ?jG3(ca? A meeting was held Wednesday, January 31,1990 between Joc Merchak, Construction Analyst for the City of Eagan, and Ellen Olson of The Alliance. The purpose of the meeting was to review the new plan for the redesign of Level Three of the Software Training Building at the Cray Research Lone Oak Project. The following was discvssed: Olson explained that the design intent oE the plan was to create work areas in the central space with offices along the perimeter, while maintaining a feeling of openness within the design by the extensive use of glass, partial height partitions and minimal use oE walls or corridors. 2. The intent of The Alliance is to comply with Section 3305g, exceptlon no. 5 of the Uniform Building Code which allows non-rated walls and the deletion of requirements for door closers, dampers, etc., for office suites with an occupancy load of 100 or less. This occupancy load is based on a calculation of 100 square feet per person. 3. Merchak agreed L±at if we ceu?3 preiride a one l+ovr separatin., fn* an a*ea at the north end, near stair'A', we would then have two areas with an occupancy of less than 100, and would comply with the excepHon referred to above. Along with providing this separation, an additional exdt door will be provided into the courtyard at the north section (opposite the existing exterior door). This door will then provide a required exit for the large space to the south, and will eliminate the need to exit through the separated office area to the north. 4. Merchak stated that due to the visual openness of the plan, the existence of four exits (rather than the two required), the low actual occupant load, and the fact that this is not a "public" space and all ocrupants will be familiar with the floor, that he would waive the requirement for smoke detectors, as indicated in UBC Section 3305g, exception No. 5. 5. Any wnference room with over 150 square feet of floor area, must have a swinging door, per UBC Section 3304 a and b. All conference rooms currenfly shown with sliding doors will be less than 150 square feet. 400 Cllfton Avenua South, MlenaRpall,, Minne?ola 33403; 612/871•570.1; Fe[ 612/971-7113 p .', -, MEMORANDUM Page Two February 6,1990 6. Exit signs are to be pmvided as discussed in the meeting. Signs are not to be located where they will direct exiting into or through the sepazated space. 7. If the area of the board room is under 750 square feet, 2 exits will not be required by code. 8. Handicapped access to the roof is provided at the hvo existing exits and is not requimd at the doorsinto the courtyard. EO/smr .,. _ 1 The Alliance aacH]'rEcTUr.F Pi.nN'nIuc rnri:aioas Mr. Joe Merchak Construction Analyst 3830 Pilot Knob Road P.O. Box 21199 Eagan, Minnesota 55121 June 20,1989 Re: Cray Research Lone Oak Project Software Training Building Commission No. 8852 Dear Mr. Merchak: As discussed at our meeting on June 13,1989, I am formally requesting a determinadon on the acceptability for use of a solid hardwood window frame as part of a one hour wall system in tlvs building. In the approved construcflon documents issued for the Software Training Building, a custom-built wood window Erame system was detailed for use at Rooms 113,125, and 219. It will wnsist of solid ash (or oak) heads, jambs and sills with 1/4" wire glass windows, in the sizes and locaflons shown on the drawings (refer to architectural drawings a2.1, a2.2, a72, and a82). The frames are wnstructed in a manner similar to the 20 minute wood door frames tested by the Architeclural Woodwork Institute (AWI). A copy of the AWI design guidelines is attached for your reference, as well as copies of our typical frame details. Along with the use of these frames, we muld provide addiHonal sprinkler head coverage at 6'-0" o.c. on each side ot the glass, if you feel it is needed. Since our millwork supplier is unable to provide labeled frames, we are requesdng a review of the documents and a determination as to whether Eagan will accept the detailed system as meeting the intent of the code and approve its use. As you know, this building is under construcHon so we would be greaUy appreciate a response as soon as possible. If you have questions, please call. Sincerely, t^??,,?? `', (???'" ELLEN OLSON Project Architect EO/smr cr. Vesterholt File 400 Clifton Avenue South, Mmneapolis, Minnesota 55403; 672/871-5703; Fax 612l8719212 't arv UL Fire Tesis: A Major Breakthrough 7he Architectural Woodwork Institute in 1982 completed full- $cale fire and hose stream tests for the wood door frames ihdicated below (see Door Frame Specifications). The successful testing, wnducted in strict accordance with Underwriters Laboratories procedures, allows AWI members to manufacture wood door irames of the rype tested', antl to af(ix UL labels certifying that these frames, when used with the specrfied fire doors, meet requirements for a 20 minute lire rating. Door Frame Specif icat ions Up to 3'0" x 8'0"-allowed with soft maple frame (or any species of greater density) with a 20 minute fire door with untreated stiles and rails. Up to 4'0" x 8'0"-allowed with soft maple frame (or any species of greater density) with a 20 minute fire door with treated stiles and rails. Underwriters Laboratories has established two specific label codes to indicate speafic coverage for wood type door frames in their use with UL classitied or listed doors for a comprehensive 20 minute rating. UL l.abel Code No. 63-11-Ihis label applies to wood door Srames tor use with UL Classitied Wood or PlasUC Composite or Wood Core Fire Doors up to and mcludmg 3' (width) x 8' (height) doors, with treated or untreated stdes and rails. This listing mark (UL Label Code No. 63-11) 6ears the following intormation: Fire Door Frame, Wood Type Fire Rating: 20 minutes For Use With Ul Classi(ied Wood or Plasuc Covered Composite or Wood Core Doors. UL Lahel Code No. 63-12-this label applies to wood door frames lor use with UL Classitied Wood or Plastic Covered Compostle or Wood Core Fire Doors up to and including 4' (width) x 8' (heighq doors, with treated stiles and rails This IisLng mark (UL Label Code Na 6342) 6ears the following information: Fire Door Frame, Wood Type Fire Rating. 20 mmutes For Use With UL Classdied Fire Doors Marked Suitable For Use With UL Listed Wood Type Door Frames 'Frame member specdicalwns are lisled at Ihe mmimum reqmremem and may be ol any speaes ol eqmvalent or greater srze or Gensiry Figure 11 B-/O b CS%/?A/G -/2 OG S?q?ED A4 • Typical Detail of Frame \?'... . - • ? .•'.:??..?'? i ? ? ? . ?- v T \1 IV B6 ? .vNc-?2'ot ST?G ? I I ? '.. -. . . . . .': .'.''.' .'?..'.;. ? i _ r ?//if^1 opg.#1-3'Ox8'O-SoftMaple-321bs./fl3 opg. #2-4'0 x 8' 6-Soft Maple-32lbs. /ft3 opg. #3--3'0 x S'0-Red Oak-52.171bs./ft3 .c" t w FALL IYXS DESIGN SOLU'f10NS 61 . . .-,. --- ? v ? ? ? wvar? w?N?ov? ?av?? (?o ??? =-_ p, ?1, .AM5 tit _l' o ?ov???, ; 1 I I I I1A*/?? -- = = ...............?- s? \ - 6 ? i ? ? ?}??1 dr? ?.Q'd . I • MW I ? P6R-'I P ct,. a 8.2 511tW macituloF 3830 PILOT IQJ08 ROAD viC ELLtSOnI FAGAN. MINNESOTA 55122-1897 M-IV PHONE: (612) 454-8100 ?? E? FAX: (6121454-8363 DAVID K GUSfAFSpN PAMEVaMCCREA THEODORE WACFRFR Councu A7embers August 16, 1989 7HOAN4SHEDGES cev.emhxrrarol EUGENE VAN OVERBEKE pry C? ELLEN OLSON, PROJECT ARCHITECT THE ALLIANCE 400 CLIFTON AVE S MINNEAPOLIS, MN 55403 Re: Crav Reaearch Lone Oak Proiect - Boftware Traininc Building Dear Ms. Olson: This letter confirms our position on several matters that have been brought to our attention with respect to the Cray Research Software Training Building which is currently nearing completion. It is our understanding that the third level floor plan will be revised at some point in time after the first two levels are completed, possibly later this year. Please submit to our office for review and approval the completed revised construction drawings before beginning the reconstruction. If you have any questions with respect to this or the items below, please contact me. Studv/Lounae Area Glazinq Pursuant to Section 105 of the building code, we have reviewed your proposal of June 20 regarding the acceptability of using a solid hardwood window frame as part of a one-hour fire-resistive wall system. It is our determination that the proposed design, when accompanied by the additional sprinkler coverage on each side of the glass, provides an equivalent method of ineeting corridor opening protection prescribed in Uniform Buildfng Code Section 3305(h)2. The approved use of this alternative method shall be limited to those specific locations listed in your aforementioned request. Life-safetv Reauirements - Level 3 Per our meeting of August 4 and in summary of those items pertaining to the life-safety features of the third floor level which must be completed before a conditional certificate of occupancy will be issued for any portion of the Software Training THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNITY Equal Opportuniry/Affirmative Acfion Employer ELLEN OLSON AUGUST 16, 1989 PAGE TWO Building, please note that the following minimum items must be inspected and fully operational: • Stairway Enclosure 364 and adjoining Corridor 363 • Elevator Lobby/Corridor 301 • Elevator lobby smoke detection system • Standpipe and automatic fire sprinkler systems • illuminated exit signs at all exits • Manual fire alarm pull box stations at all exits Temporarv Exitina Prior to occupancy and during the construction of the Commons Building and adjoining pedestrian walkway connections to the Software Training Building, the following temporary measures shall be instituted to facilitate the exiting of the building occupants: Level One • Remove or affix in an open position Door 132C • Place barrier in Corridor 154 preventing access beyond its intersection with Corridor 132 • Cover or remove exit sign at Door 154 • Provide temporary exit signage routing Corridor 154 traffic through Corridor 132 to exit Stairway A. Level Two • Remove or affix in an open position Door 234A • Place a barrier in Link 217 preventing access beyond its intersection with Corridor•234 • Cover or remove exit sign at Door 217 • Provide temporary exit signage routing Link 217 traffic through Corridor 234A to exit Stairway A. Sincerely, Joe Merchak Construction Analyst Community Development Department JM/mg cc: Peter Vesterholt, The Alliance Jim Frisell, McGough Construction Eric Lindahl, Cray Research Bill Bruestle, City of Eagan Dale Schoeppner, City of Eagan Dale Wegleitner, City of Eagan Memorandum " The Alliance ARCHIiECTURE PLANNING INTERIORS TO: Lindahl Zamansky Liska Meeting Participants Lackens File Beckman DATE: June 1, 1959 COMM. NO. 8850 RE: MeeHng at Eagan City Hall Ctay Research,Inc. Lone Oak Project Eagan, MN FROM: PETER VESTERHOLT A meering was held at 10:00 a.m. at Eagan City Hall on Tuesday, May 30,1989. In attendance were: Dale Runkle Doug Reid Steve Sullivan Marilyn Wucherpfennig Mazlene Zalenznick Mike Foertsch Jim Sturm Mike Dougherry Ed Braman Bob Wiegert Peter Vesterholt City of Eagan City of Eagan City of Eagan City of Eagan City of Eagan City of Eagan City of Eagan McMenomy & Severson (City Attorney). Braman and Nelson BRW, Inc. The Alliance 1. Platting Process Dale Runkle reviewed the history of the Lone Oak Project briefly. He indicated that since the preliminary piat was filed last Fall, the plans had changed somewhat and that it was i necessary now to submit a new preliminary plat to the Planning Commission in June. The i final plat will be submitted for City Council approval in July. Runkle also indicated that an i agreement about site ufllitles would be worked out in two to three days. 400 CliRon Avmue Sauth, Minneapoll., Mlnnoota SUa3; b1L691-3M3; Paa 61]/60f-Ytl2 MEMORANDUM Page Two June 1, 1989 2. Outlots Outlot D Bob Wiegcrt reviewed BRW's preiiminary ptat drawing and euplained the need to create Outlot D in the southeast mrner of the site because the City policy calls for a separate lot when it is not serviced by water, sanitary, sewer, and storm sewer. (Wiegert indicated that sanitary sewcr had been omitted from the Software Training building to the Software Division building unfll a future dateJ Outlot A Jim Sturm asked why Outlot A(in the northwest corner of the site) had been established as a separate lot rather than a part of Outlot B, east of it. Ed Braman indicated that this had been done at an early date in the project development for mauimum flexibility. 3. Utility Easements Bob Wiegert again reviewed BRW's preliminary plat plan and indicated that it would be necessary to provide public utility easements for Lot 2, Block 1(the CIN Tax Increment Finance dishict) per City requimments. This is required by the City when utiliHes on a given site are serving more than one lot. Ed Braman pointed out that Gay had agreed to create the Tax Increment Finance district (T'IF) at the Cityrs mquest. Vesterholt indicated that the need to create public utility easements to Lot 2, Block 1 will cost Cray approximately $10,000 because of additional utility pipe runs. Dale Runkle indicated that he would verify if the Tax Increment Finance district would sHll be required by the City. He anticipated that he would be able to let Bob Wiegert know of that decision in one or two days. Mike Foertsch pointed out that he muld not approve the utility drawings before the utility easements had been put on the drawings. Mike Dougheriy indicated that it would be possible to write into the plat descripNon that public utility access to Lot 2, Block 1 shall be provided at the flme of a potendal future sale to a new Owner, thus postponing the need for designaflon of the utility easements undl the CCN TIF issue has been resolved. Tlus would allow two options; (1) either to mntinue the utilities running below the Marketing Building as originally planned, or (2) revise it per the Cit}rs request to be north of Marketing. Bob Wiegert suggested that the easements could be worked out at a later date, similar to the occupancy permits (which will not be issued to Cmy undil the final plat is issued). Mike Foertsch and other City staff agreed with this rnncept. Based on this agreement, it was further agreed that BRW will submit the revised utility drawings to the City of Eagan on May 31,1989. The City will review the plans and call a Pre-Construction Conference to be held during the week of June 5,1989. It was also agreed that Mike Dougherty will mntaM Ron Zamansky to resolve the need for submittal of the description of the easements. MEMORANDUM Page Three June 1,1989 4. Developer's Agreement Dale Runkle indicated that the City will have the information pertaining to the letter of credit available in two days so that the developers agreement can be finalized. 5. Park Dedication Fees Jim Sturm requested addiflonal informaHon from BRW and The Alliance on plat and building square footages so as to reassess the park dedication fees. It was pointed out that the park dedicaHon fees could change depending on the solution of the CCN TTF issue. 6. Adjournment This meeting adjoumed at 11:00. PV/lah MEMO T0: PAT GEAGAN - POLICE DEPT. ED KIRSCFIT, SR. ENGINEERING TECH. CRAIG SNIIASEN, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF POBLIC WORSS JIM STURM, PLANNING DEPT.?A` JON HOFIENSTEIN, ADMINISTRATION BILL A%INS, ELECTRICAL INSPECTOR JOE CONNOLLY, AATER DEPT. FROM: DOUG REID, CHIEF HUILDING OFFICIAL DATE: fE IS . 161 I01Q>'1 '&tD Pa::_cAGe ?3' ?XTEI?IOR ?NVELOP? Q r++rTE?loi2 FIN/SN The preliminary construetion X plans for Ci1?Ay K?_-'5&arZ?H - S0Frr.VAR? Ti?A?NG 8?r?ca??u6 are in our plan review seetion for your review and comments. Please return this form to Joe Merchak with your initialed comments and the date of review. Failure to return form to Jce xSthin five (5) daya xill be conaidered qour approval. If you have any objections to approval of these plana, it is your responaibility to aotify this department and resolve any problems. Thank-you. /JS / ??9 ? (Si ture) (Date) a ? ?'? - - ? - l - Ss ? _ - --- _ -? ------- - ?`E'1.tec.r+X_? a - - - - •--- ----- ?-- -- - ? -- - ?J - - - -- --? - ?_?Z.?!?•?1-- - c? Y-\ -? = - - -- -- --- - - - - - - -- - - ---- - -- - -- --- - ---- - ?- - - - - - - - -- -30•?- ----- -------- -- ---- - - 3830 PILOT KNOB ROAD. P.O BOX 27199 EAGAN, MINNESOTA 55121 PHONE(612) 454-8100 February 15, 1989 MICIiAEL J RAMERTH, P E DUNHAM ASSOCIATES, INC 9141 GRAND AVE S MINNEAPOLIS, MN! 55420 Re: Cray Research Lone Oak Project Dear Mr. Ramerth: VIC ELLISON M? hfOAN15 EGPIv DAV1D K. GUSTAfSON PMAEL4 McCRFA THEOOORE WACHIER Cw'?l Members 1Fi0MVS HEDGES CttyAdrntushara El1GENE VAN OVERBEIE C?vC? We have reviewed the information which you have submitted regarding the fire endurance of the proposed floor system design at the Cray Research Lone Oak project. Pursuant to Unifozm Building Code 105 and paragraph four of UBC 4302(a), it is our determination that the proposed design will provide a satisfactory method of achieving an equivalent fire resistiveness and may be used as an alternative to the specific methods of construction described in UBC Table 43-C. Sincerely, ? ae rV,a...dA Joe Merchak Construction Analyst JM/mg cc: Tom Petron, Dunham Associates, Inc. Peter Vesterholt, The Alliance THE LONE OAK TREE ..THE SYMBOL Of STRENGiH AND GROWfH IN OUR COMMUNIIV January 20, 1989 Eagan Building & Planning Department P.O. Box 21199 Eagan, MN 55121 Attn: Mr. Joseph Merchak Re: Comm. No. 04- Cray Lone Oak Park Fire Endurance of Floor 5ystem Dear Mr. Merchak: Presented here is information intended to clarify for you the qualifications of the fire endurance information presented to Joe Merchak, Building Inspector, at the January 17, 1989 meeting at Eagan City Hall. As stated in the Uniform Building Code (U.B.C.) Section 4302, as an alternate to Table Numbers 43-A, 6, and C, calculations may be used to determine fire-resisting classifications of building materials or assemblies. The U.B.C. further states that all tests performed shall be in accordance with U.B.C. Standard Number 43-1, listed in Chapter 60 of the code as Fire Tests of Building Construction and Materials, Standard Method ASTM E119-83. Please refer to the fire endurance study recently completed by Mike Ramerth. It was prepared in accordance with the American Concrete Institute Report AC1 216R-81, "Guide for Determining the Fire Endurance of Concrete Elements" which cites ASTM E119-83 repeatedly as being the standard adhered to in the AC1 Report. I have also included pages 42-44 of the report that specifically lists the documents referred to in the report. Should you have any further questions on this matter, please feel free to call at anytime. Sincerely, DUNHAM ASSOCIATES, INC. Tom Petron, P.E. TP:st cc: Peter Vesterholt - The Alliance 9141 GRAND AVENUE SOUTH • MINNEAVOLIS, MINNESOTA 55420 • TELEPMONE 612•865-1800 216p-42 . , , MANUAL OF CONCR6TE PRACTICE Example 6-(Cwntinued) Procedure CalculaUon in inch-pound unils Calculalion in Sl Me[ric unils Step 2-(Continued) 1 I 1 a/b + 1- a/bi L„ = 0.25 + I- 0.25 0.23 + I- 0.23 Li„uz i va 3.7112 0J4112 3.7112 0.75112 I 1 0.13+0.87 0.12+0.89 = I hour = 1 hour Step 3-Calculate tire resistance of masonry in nawrally moist condition i • trom i_i„2+4t„(I +Q0) Ey.(3-II) 4+S 02 + 4 (p 11 + (8.0) (0.07)1 4+1 = 1.4 hours i _ (1)" + 4 (1) 11 + (8.0) (0.07)1 4+1 = 1.4 hours Notc: A standard (ire test pcrformed on this masonry yielded a fire resistance of 1.567 hours. CHAPTER9-REFERENCES 9.1-Documents of standards-producing organizations The documents of the various standards-producing organi- zations referred to in this document are listed below with their serial designation, including year oF adoption or revi- sion. The documents listed were the lalest effort at the time this document was revised. Since some of these documents are revised frequenUy, generally in minor delail only, the user of this document should check direcdy with the sponsoring group if it is desired to refer to the latest revision. American Concrete Insfitute 3I8-83 Building Code Reyuirements for Reinforced Concrete ASTM A 36/ Standard Specification (or Struclural Steel A 36M-84a A 421-80 Standard Specification for Uncoated Stress- Relieved Wire (or Prestressed Concrete A 722-75 Standard Specification for Uncoated High- (1981) Strength Steel 8ar for Prestressing Concrete C 140-75 Standard Methods of Sampling and Testing (1980) Concrete Masonry Units E 11943 ) Standard Met}iod_soF Fire Te'sts ofBuildingl Construction and Material,s,: ? E 152-81a Standard Methods of Fire Tests of Door Assemblies E 176-836 Standard Terminology Relating to Fire Standards Uiulerwrirers Labornrories, lnc. 618-79 Slandard for Safety, Concrete Masonry Units U.S. General Servic-es Admiriistralion HH-I-00526 Insulation Board, Thermal (Mineral Fiber) '1'he above publications may be obtained from the follow- ing organizations: Amcrican Concrete lnstitute P.O. Box 19150 Detroit, M1482t9 ASTM 1916 Race St. Philadelphia, PA 19103 Undcrwriters Laboratories, lnc. 333 Pfingsten Rd. Northbrook, IL 60062 U.S. General Services Administration Regional Office 230 South Dearborn St. Chicago, IL 60604 9.2-Cited references Abrams, Melvin 5., "Comprcssive Slrenglh of Concrele at'Ibmperatures to 1601F," Timperarun nnd Conrrcre, SP-25, American Concrete Instimte, Uctruit. 197 1. pP. 33-56. A 4 k? ? ?r ?p : a a a A 4 5 ; ? ?i Y ; ? f j { flRE ENDURANCE OF CONCRETE ELEMENTS labrams, M. S., and Cme, CeAos R., "The Behavior al HighFTem- peramre of Steel Strand for Presuess Cancrele,"lournal, PCA Researeh and {)evelopmepi Laborarories, V. 3, No. 3, Sep1. 1961, pp. 8-19. Also, Re- search Deparrment Bulletin No. 134, Ponland Cement Associalion: Abrams, M. S., and Gustaferto, A. H., •'Firc Endurance of Concmce Slabs as Influenced by Thickneas. Aggmgaie'lype, and Moisturc,"hxrnul, PCA Research and Development I.s6oratoaies, Y. 10, Na. 2, May 1968, pp. 9-24. Also. Researeh Oeparrmrnr Bu7!<rin No. 223, Ponland Cement Association. ? ' i Abrams. M. 5., and Gustafetro, A. H.; "Pim Endurance of7Wo-Couru Floors and Roofs," ACI JouarveL, PraceedingsV. 66, No. 2, Rb. 1969. pp. 92-102,_ Abrams. M. S.; Guslaferro, A. H.;and Salse, E. A. B., "Firc Teslx of Conaete Jnist Flooes und Ruofs," RararcA and Drvrtopmrnt 8uiklin Nu. RD006.0 I0, Porlland Cement Associwion, Skokie, 1971. 25 pp Abrams, M. S., 01 al., "Fire Endurance of Continuous Reinforced Con- crcie Beams," Prelimiwry Reporr. IUh Congress of the Intemalional Asso- ciation for Bridge and Strucmral Engineering, Ponland Cement Associa- lion, Skokie, 1976. , 1 Allen, L. W., and Harmuhy, T. Z., "Fire Endurance of Sdecled Con- crete Masonry Walls," ACI lovarvnL, Proceedingt V. 69, No. 9,:Sept. 1972, pp. 562-568. American Inslilute of Steel Constmtion, MunuoloJSnelConslnirctron. Slh EAition. New Yurk. 1980., American Insurance Association, Fim Reslstance Raringa, New Yok. Anderberg, Y., "Mechanical Prupenies of Rcinforcing Sleel al Elevatnl Temperatures," Tekniska Meddelunde No. 36, Halmsted lamverk A B. Lund,l978. (in Swedinh) , . Becker, James M., and Bresler, Boris, "Reinforced Commte Fnmes in Fim Environmenls," ProreeJings, ASCE, V. 103, STI, Jan. 1977, pp. 211-224. , Binner, C. R.; Wilkie, C. B.; and?Miller,?P, "Heat Teslingof High Den- sity Concrete," Decfasaifie4AECReport No. HKF-1, U.S. Alamic Energy Commiasion, Washingian, D.C„ Jwne l949. • Bresler, B., °AnalyUCal Rediction of Struaunl Response io Frt?," Fisc SafetyJournu7. Sepl. 1985. PP. I03-I17. „ 11 Bresler, B., "Fire Raeclion of Modem Buildin8s: Engineedng Re- sponu Io New Problems," I Iih Annuel Henry M. Shaw l.ecturc inCivil En- gmeering, peparlment ot Civil Engineering, Narth Carolina Slale Univer• sLLy. Raleigh, Jan. 1976. :. 8ceskr, B., et al., "Limit State Behevior of Reinforced Canereie Ftames in Fim Environmenls," Pra.•eedings, Regional Confercnct on 7911 BwW- ings, Hong Kang, Sept. 1976, pµ 310-325. Brockenbmugh, R. L., and Johnston, B. G., Sree7Design Manual, U.S. Sieel Carp.. Pillsburgh, 1968. 246 pp. ? , i Cazlson, C. C.; Selvaggio, S, L.; and Gustaferto, A. H., A Revkw af Sludiea of the EFfects of Restrainl an Ihe Fim Resistance of peslrcssedCon- crele,° Proceedings, FIP Symposium on Fim Resislance oFRexnesecd Can- crete (Braunschweig, 1965), Bauverlag GmbH, Wics6aden, 1966, pp. 32-42. AI>o, Reseurch Departmen7 Bu!leNn No. 206, Portlend Cement Associmion. I'll Carman, A. D., and Nelson, R- A., "7Le Thermal Conductivityand Oi- ftusivity o( Comrele," BuNetin No. 122, Engincenng Experiment Station, Universily of fllinois, Urbana, Apr. 1921, 32 pp., Cemen[ and Concrete Assceietion, "FIP/CEB Repon on Methods of As- sessment of Fim Resislame of Concrcle Slrvclunl Members," Pu6licarion No. 15.393, Wexham Springs, 1978, 91 pp. ,,, „,,, ; Cruz, Carlos R., "Elastic Properliea ofConemte el High Temperelurcs," lourw7, PCA Reuazch and Development Labontmies, V. 8, No. I, lan. 1966, pp. 37-45. Also, Researc6 Deparrment8ulfeNn No. 191, Ponland Ce- ment Associatian. , . Cmz, Carlos R., "Apperaius for Measuririg Crap of Conciete a1 High TemperaWres," fourwf, PCA Reumb and Development laboratoria, V, 10, No. 3, Sepi. 1968, pp.36-42. AIso,ResmnhDepar7mcm8u!lerfnNo. 225, Ponland Cemen[ Aesociation. Day, M. F; Jenkinson, E. A.; and Smith, A.1., "Effea of ElevaledTem- perawres on High-Tensile Steel Wims for P2suesxd Concrcte," Proreed- ings, Instimtion of Civil Engineers (LondoN. V. 16, May 1960, pp. 55-70. Deuling, Heinz, "The Thermal Expansion of Nerdened Cement Pastc, Aggregares, and Concretes (Die Warmedehnung des Zemenlsteine's, Jer Gesteine und der Belone)," Bu!letin Na. 164, Deu[scher Ausschu'ss fur Slahlbemn, Bedin, 1964, Pan 2, pp. 1-64. Also, English Iranslation, For- etgn Gternrure Sludy No. 458, Porlland Cemenl Associalion. I 216R-43 I Dom, J. E., "Some Fundamental Experiments on High-Temperaturc Creeµ"Jaurnal of Mrchonics. Physres, qxdSolids, V. 3, 1954, p. 85. ECCS-See European Convention for Consuuctional Stcelwork. . Ehm, H., anJ van Rutel, R., "Tests of Cominuous Reinforced Beams and Slabs UnJer Fire," Procndings, Symposium on Fim Resistance of PrenlrcsseJ Concrete, English Iranslatian, SLA 7tanslation CeNer, John Cmrar L16nry. Chicago. - EuropeanConvemionforCans[ructionalSleelwork(ECCS)Technical Committce 3, European Recommendurians for 1he Fire Safety of Sree7Struc- iurrs. Elxvicr Sciemific Publishing Co., New York, 1983, 106 pp. Expanded Shale, Clay and Slate Inslitule, "Fire Resislance of Expanded Shale, Clay and Slale Concrett Masonry," lnformatian Sheet No. 14, Belhesdo. Gerofalo. E.; Malenock, P. R.; aM Smiih, G. V., "The Influence of'Ibm- perammon tha Elastic Constanls of Some Commercial Steels," Symposium on Dererminulion of Elustic Constattts, STP-129, ASTM, Philadelphia, 1952. Guslafeno, A. H., "Tempereture Criteria at Failure," FlreTesrPerjorm- awe, STP-464, ASTM, Philadelphia, 1970, pp. 68-84. Guslaferco, Armand H., "Dcsign af Presiressed Concrete for Fire Re- sislame,"Jourrw7, Preslressed Concrem Instimm, V. I8, No. 6, Nov.-Dec. 1973, pP. 102-116. Gusia@rto. A. H., "How to Design Prestressed Conerete for a Specific Fim Endurance," InoaLirrory Repnrr, IOih IABSE Congress (Tokyro 1976), Inlemetmnul Associution for 8ridge and Strucwral Engineering, 2drich, 1976. Gustaferro, A. H., and A6fams, M. S., "Ftre'Rstsof ConeceleTvo-Wsy Joist Flaors," Reseurch und Devefopment Bu77etin No. RD007.0IB, Pon- Imd CemeN Association. Skokie, 1971. 10 pp. Gusufctto, Armand FI.; Abrams, Melvin S.; and Litvin, Albert, "Fire Resisiance of Lightweighl lnsulating Concreres," Lightweighr Concrete, SP-29, Amcricnn Cancrele lnslilme, Dewit, 1971, pp. 161-I80. Gustaferro, A. H.; Abrams, M. S.: and Salse, E. A. 8., "FireResis[ance o( Preslreaasd Concreie Beams, Sludy C: $iruciural Hehaviot During Fire Tests;" Restarrh und Develupment Deparlment 6u!leiin No. RD009.01B, Ponland Cemenl Association, Skokie, 1971, 29 pp. Gmlafeno, Armand H., and Marlin, Leslie 4, Design for Fire Re• tlrtoncr oJPrerust Prestrersed Conrrete, Presirossed Conccete Instimte, Chicago, 1977.81 pp. Gusiaferro. A. N., and Selvaggio, S. L., •`Fire Endurance of Simply- Supponed Prcstresxd Cuncrele Sixbs," Jourwt. Restressed Concrele In- stitute, V. 12. No. I, Fe6. 1967, pp. 37-52. Also, Research Depnrtment8ul- feiin No. 212. Ponland Cemenl Association. Harmathy, T. Z., "Varia6le-Slate Melhods of Measuring Ihe Thermal Propeniesof Solids," Journol ofAppheJPAysics,N. 35. No. 4, Apc 1964, pp.1190-1200. Harmalhy. T. Z., "A Comprehensive Creep Model," 7Fpqspctions, ASME, Joarnof of Bqsic Engineering, V. 89 (Series D), I967a, pp. 496-502. Harmathy, T. Z., "Deflection and failure of Steel- Supported Floors and Beams in Fire;" Symposium on Fim Test Merhods- RestraimartQSrnnke, STP-022, ASTM, PhdadelpAie, 19676, pp 40L62,. Harmwhy, T. Z., "'Ihermal Performance af Concrete Mazonry Walls in Fa," Fire Teat PerJormance, STP-464, ASTM, Fhiladelphia, 1970a, pp. 209-243. Harmaihy, T. Z., •'Thermel Properties of Concrete at Elevated Tem- perwwes,"Jaurnuf ofMaterials, V. 5, No. l, Mar. 19706, pp. 47-74. Harmalhy. T. Z., "Deaign of Concre[e Masonry Wails for Fire Em ' durence," Behavior of Concrefe Under Temperuturc Esvemes, SP39, Americen Concrele Instiwte, Detroit, 1973, pp. 179-203. Harmnhy. T. Z., "Creep Defleclion of Metal Beams in Transient Heating Racesxs, With Particular Reference to Fire," Canadionlourrta! of Civil Engineering (Ottawa? lune 1976. - Harmuffiy. T. Z., anJ Allen, L. W., "7Termal Propenies of Se7ecced Ma- sonry Unit Concretes," ACI louxwnL, Proceedirtgs V. 70, No. 2, Feb. 11973.pp.132-142. Harmaihy, T. Z., and 8erndt, J. 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T., and Allen; U. E.. "Furlher Sludics un Ihe Fire Reaismnce of Reinforced Concrele Columns," Teehnicaf Pnprr No. 416, Division of Building Research. Nalionul Rescarch Cuuncil af Canada, OUawa. Lie. T. T., and Hannathy, T. Z., "A Numerical l'rcecdure InCalculale Ihe TemFreralure of 1'rotected Steel Columns Expoud to Fire," Fire Starh• No. 281NRCC 12535). Division of Huilding Research, Naliunal Rescarch Coun- cil of Canada, Ouawa, 1972, 26 pp. Lie, T. T., and Harmnlhy. T. Z., "Fire EnJurence of Concre[o-PnNecteJ Skel Colmnns," ACI luunHnL, Proceedings V. 71, Nu. I, Jan. 1974, pp. 29-32. Lie, T. T.; Lin, T. D.; Allen. U. E.: and Abrams. M. 5.. "Firc Rexislance ofReinforcedConereteColumns."D/1R%uprrNo 1167,DivisionofBuild- ing Research. National Research Council o(Canada, Ouawa, peb. 1984. Lie, T. T.: Lin, T. D.; and McCmlh, R., "Fire Tcxts on Reinfo¢ed Cnn- crete Columns," DBR Internal Repwr7 No. 497, Naliunal Rcuarch Council otCanada, Ottawa, 1985. Lin, T. 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"Theorelical Design of Firc Exposed Structures," 8u!- (rtin No. SI, Uivisiun of Suuctural Mxhanics and Concrete Conshuction, Lund Instiwte of Technology, 1976. Peltersson, O.; Magnusson, S. E.; and Thor. J., "Fire Enginecring De- sign of Slee151tucwres," Publicufion No. 50. Swedish Ins[itule of Stecl Cunslmction. Sfackholm. 1976. Philleo, Roberl, "Some Physical Properties o( Concrcie ai Nigh Tem- pemWres," ACI JoUaNAt, Proterdings V. 54, No. 10, Apc 1958, pp. R57-864. Saemann, l G., and Wacha. G. W., "Variation of Mortar and Concrele ROpCfGGS w11i1 TC111pCfp1U1C,° ACI IWRNAL, ProCE¢[Gtl$S V. SA, No. 5, Nov. 1957, pp. 385-395. Salse, E. A. B., and Gustaferro. A. H., "Slructural Capacily of Concrete Neams During Fires as Affected by Reslraint end Continuily,"Proreedings, Sth CIB Congress (Paris, 1971), Intemalional Council (or Ruilding Re- scarch, SmJies and Uocumentation, Rouerdam, 1971, pp. 199-204. Salse, EJuanlq and Lin, 7hng D., "Struclural Firc Resislance of Con- crete," Pmrredings, ASCE, V. 102. STl.lan. 1976, pp. 51-63. Selveggio, S. L., and Carlson, C. C., "Elfect of Restraim on Fire Ro- sislance of Reslresscd Cnncrcte." Symposium on Fire Test Melhods, STR344, ASTM. Philadclphia, 1962, pp. 91-I I5. Sclvaggin, S. L., and Carlwn, C. C.. "Reslraint in Fire'I85lso(Concrete Flnnrc end Rou(s," Firr Tesf Me(hads-Restraint of Smoke, $TP-422, ASTM, PhilaJelphia, 1967, pp.21-39. Alw, ResearchDepurtmemBulletin No. 220, Portland Cement Association. TNO inm iWte (orSlmclural Malerials and Building $iruclures,"Fire Tcsl of a Simple Slatically Indelerminant Beam," Repmt No. B I-59-22, Dclft. Also. English Iranslation, SLA Translation Center, lohn Creraz Li- btary. Chicego. U.S. S}ttl Corp., "Steels (or Elevahd Temperaturc Servitt," Pittsburgh. Weigler, H.. and Fischer, R., "Beton bei Temperaluren von IOOC bis 750C." 8etonNersidlung undYenvendung (D'usseldorf), No. 2, Feb. 1968, pp. 33-46. Zoldners. N. G., "Etfect of High'ipmperamres on Concrete Incorporat- ing Different Ag¢rcgates," Mirtes Branch Resenrch Repnrt No. 64, Depaz[- mcnt of Mines and Technical Surveys, Ottawa, 1960, 48 pp. This report was submitted to lelter ballot of the committee which con- sists of 20 members: 17 were aHirmalive, 3 were not 2turned. It has 6een processed in accordance wllh the InslKule prwedure and is ap- proved for publication and discusslon. Tibnr Z. Hannulhy Chaimian Mehin S. Abrams Stanley G. Barton Richard W. Bletzuker Paul C. Breeu Boris Bresler lohn W. Dougill William L. Gamble laime Moteno Richard G. Gewain •? Richanl A. Muenow Armand H. Guxtafcrro Harty C. Robinson 7Lng D. Lin' ? Thumas J. Rowe Huwurd R. May ' F. R. Vollert 'CTnirtnan of thc cdilnrial sulrcommillcc wlm prcpwttA Ihic rrpnl '.? i z96R-42 ; Example 6-(Continued) Procedure Step 2-(Continued) S = ' „ a/h + 1 - ii„ rs Zm 1/2 Z Step 3-Calculate lire resistance of masonry in naturally mois[ condition t from t= zoz + 4+0 + R?l Eq. (3-I p MANUAL OF CONCHETE PRACTICE Calculation in inch-pound units I Calculation in SI Metric units 111", L = ° 0.25 + I - 0.25 3.71'2 0.7412 _ 1 0.13 + 0.87 = 1 hour I i` = 0.23 + I - 0.23 3.7"' 0.751rz 0.12 + 0.89 = I hour T = (qz + a (l) 11 + (s.o) (0.07)1 a+i = 1.4hours t _ (1)2 + 4 (1) [i + (8.0) (0.07)7 4 + 1 = 1.4 hours Note: A standard lire test performed on this masonry yielded a fire resistance of 1.567 hours. d CHAPTER 9-REFERENCES 9.1-Documents of standards-producing organizations The documents of the various standards-producing organi- zations referred to in Ihis document are listed bclow with their serial designation, including year n( adoption or revi- sion. The documents listed were the latest e(fort at the time this document was revised. Since some of these dcxuments are revised frequenlly, generally in minor detail only, the user of this document should check dimctly wilh the sponsoring group if it is desired to refer to the latest revision. American Concrete Lutihure 318-83 Building Code Requirements for Reinforced Concrete ASTM A 36! Standard Specitication for Swcmral Steel A 36M-84a A 421-80 Standard Specification for Uncoated Stress- Relieved Wire for Prestressed Concrete A 722-75 Standard Specification for Uncoated High- (1981) Strength Steel Bar for Rextressing Cuncrete C 140-75 Standard Methods of Sampling and Testing (1980) Concrete Masonry Units E 119-83 Standard Methods of Fire Tests oF Building Construction and Materials E 152-81a Standard Methods of Fire Tests of Door Assemblies E 176-83b Standard Terminology Relating to Fire Standards Undenvriters Laboratories, /nc. 618-79 Standard for Safety, Concrete Masonry Units U.S. Getreral ServicesAdminisrratroti HH-1-W526 Insulation Board, Thermal (Mineral Fiber) 7'he above publications may be obtained from the follow- ing organizations: American Concrete Institute P.O. Box 19150 Detroit, M148219 ASTM 1916 Race St. Philadelphia, PA 19103 Underwrirers Laboratories, Inc. 333 Plingsten Rd. Northbrouk,lL 60062 U.S. General Services Administration Regional Oflice 230 South Dearbom St. Chicago, IL 60604 ..? 8.2-Clted references TrV Abrams,MelvinS.,"CompressiveStangthofConcreteatTemperamres Io 1600F," Trmperamn artdConcrele, SP-23, American Concrcle lnstilu[e, r#?:n? ; ?.. ueiR,it. 1971. rv. 33-58 3.. ;.: flflE ENDURANCE OFCONCRETE ELEMENTS Abrams, M. 5., and Cruz. CarlasA., "The Behevior et High Tun- pcralure of Sleel Strand for Prestress Concre[e,"lournaf, PCA Reuarch and ,Developmpnl Laboraturics, V. 3, No. 3. Sepl. 1961, pp. 8-19. Also, Re- search Departmenr Bu!!tlin No. 134, Poqland Cemrnt Association. Abrams, M. S., and Gustaferto, A. H., "Fire Endurance of Concrote SIa6s as InNuenced by Thickness, Aggregate'lype, aml Moislure,"kunwl, PCA Reaeerch and Development Labormories, V. 10, Nu. 2, May 1968, pp. 9-24. Also, Research Depurlmenr Bu!(erin No. 223, Porlland Cemenl Assoaalion. Abrsms, M. S., and Gustaferro, A. H., "Fim Endurance of 7Wo-Caurse F7oon and Roofs." ACI JouennL, Prorndingr V.66, Na. 2, Fcb. 1969, pp. 92-102. Abrzms, M. 5.; Gustafemo, A. ff.; and Salse. E. A. B., "Fire'Rsts o( Concrete Joist Fioors end Roofs," Research and Dewlapment BulleNn Na. RD006.018, Pohland Cement Assaciation, Skokic, 1971, 25 pp. '' Abrams, M. 5., et al., "Fire Endurance of Cominuous Reinforced Con- croteBeams,"Prdiminory Reparr, 10[hCongrcssofthelNemelionalAsso- ciation for Bridge and Stmclurel Engineering, Portland Cemenl Associa- tion, Skokie, 1976. Allen, L. W., and Harmathy, T. Z., "Firc Enduniice of Selated Con- crete Masonry Walls," ACI JoueNnL, Prxeedinga V. 69, No. 9, Sepl. 1972,pp,562-568. , American Insnwte of Steel Cunswaion, Manual ojStedConsmrctinn. 8lh Edilion, New York, 1980. Amcrican Insurance Aasociation, Flrc Rerisranre Rarings. New York. Anderberg, Y., "Mechunical Propenies of Reinlarcing Slttl al Elevaled Tempera[ures," Teknisku Mrddelnndr No. 36, Hulmsted lamverk AH, Lund, 1978. (in SweJish) Becker, James M., and Brcsler, Boris, "Reinforced Concrele FmI mes in Fire Environments," Pro,eedings, ASCE, V. 103, STI, Jan. 1977, pp. 211-224. Binner, C. R.; Wilkie, C. B.; and Miller, P. "Heai Testing of High Den- sity Conarte," DrcWssifiedAECReport No. HKF-I, U.S. Alomic Encrgy Commission, Washinglon, D.C., lwre 1949. ' Bresleq B., "Analylical PrcdicUon of Swclurel Responu lo Fre;" Firt SaferyJournul. Sept. 1985. PP. 103-117. ? Bresler, B„ "Fire Roteciion of Modem Buildings: Engineenng Re- sponse to New Pro6lems: " I lth Annuel HenryM. Shaw Leclurc in Civil F]i- gineering, Depariment of Civil Engineering, North Carolina Stete Univet- siry, Raleigh, Jan. 1976. Bresler, B., et al., "Limit Slate Be6aviorof ReinfomM CoMiNe Fnmes in Fim Environments," Proe•eedings, Regipnal Conference on 7LI1 Build- ings, Hong Kong, Sep1. 1976, pp. 310-325. . Brockenbrough, R. L., and Johnslon, B. G., Sferl Design Manual. U.S. Stcel Cury., Pitts'burgh, 1968, 246 pp Carlson, C. C.; Selvaggio, S. L.; end Gusuferto, A. H., "A Review of Studies of the Effecis of Re}aaint on the Fim Resisunce of Prewexsal Cun- crele,"Proceedings, FIPSymposium on Fim Resislance of ResUCeud Cun- crete (Braunschweig, 1965), Bnuverlag GmbH, Wiesbuden, 1966, pp. 32-42. Also, Rrseurch Uepanment Bulletin No. 206, Portlend Cement Association. Carmen, A. D., end Nelson, R, A.,?"7tie7Lermal ConMuctivity end Di- ffusivity of Concrote," Hullrrin No. 122, Engincering Eaperiment Siation, Universiry of Illinois, Urbana, Apc 1921, 32 pp , Cement and Concrete Assocudion, "FlP/CEB Repern on Melhods of As- sessment of Fim Resistance of Comxle Sttucm'al Members," Publicarion No. 15393. Wexhem Springa. I978.91 pp•, j:: `, .., i, . C`uz, Cerlos R., "Elastic Properties o(ConeMe & High Temperetures," Jaurnul, PCA Reaearch and Dcvelopment Laboralories, V. 8, NoJ I, Jan. 1966, pp. 37-45. Also, Resemch Departmmt8ulletin No. 191, Portlpnd Ce- ment Association. . , • -.; . Cruz, Carlos R., "Apparatus Por Meesuring Cmep of Concrcte u High Tempernlures," JaurnaL PCA Research and Developmrnt Labormorics, V. 10, No. 3, Sept. 1968, pp. 36-42. Also, Resmrrh Deportmenr Bullain Na. 225, Ponlend Cement Association. ' Day, M. F.;Jenkinsan, E. A.; and Smith, A.1., "Effectof Elewamd Tcm- peralures on High-Tensile Stu( Wims for Presvessed Concrcie," ProrreJ- ings, Insiimtion of Civil Enginxrs (London? V. 16, May 1960, pp. 55-70. Dettling, Heinz, "The Themal Expension of Herdened Cement Paste, Aggregares, and Concrctes (Die Warmedehnung des Zememsteines, der Gesteine und der Betone)," BufleNn No. 164, Deulscher Ausuhuss fGr Stahlbelon, Berlin. 1964, Part 2, pp. 1-64. Alw, English translaiion, F'ur- eign Lirerarure Srudy No. 458, Portland Cement Assaciation. ,, 218R-43 , Dam, J. E., "Some Fundamemal Ezperiments on High-Temperature Creep,"Jnurnal ofMeehanics, Phytits, andSolids, V. 3, 1954, p.85. ECCS-Sa European Convention for Conswctional Steelwodc. Ehm, H., and van Pouel, R., "Tests of Continuous Reinforccd Beams and Slabs Under Firc," Pronedings, Symposmm on Fire Resislance of Prestressed Cuncrete, English translalion, SLA 7}anslalion Cemer, John Cretar Li6raty, Chicugo. Europeun Cunvention for Constmclional Sleelwork (ECCS) Technical Commitlee 3, Eurupeun Recanmendutiottsfor the Fim Safrry ofSteelSnuc- tarr.r, Elxvier Scicntific Publiahing Co., New York, 1983, 106 pp. ExpanJLd Shale, Clay and Slate Instimte, "Fire Resistancc of Expanded Shale, Clay nnd SIa1e Concrete Masonry," lnjormatiort Sheet No. 14, Bethesda. Garofalo, E.; Malenock, P. R.; and Smith, G. V., ••The InBuence of'Rm- perature on the Elusiic Constants of Some Commereial Sieels," Sympasium an Detenninution oJElasric Consmnrs, STP-@9, ASTM, Philadelphia, 1952. Gustaferta, A. H., "Temperature Crileria a1 Failum," FireTerlPYrform- anre, STP-464, ASTM, Philadelphia, 1970, pp. 68-84. Gusiakrto, Armand H.. "Design of Preseressed Concrere for Fim Re- sisiance," Jnurnal, Rxsiressed Concrcte Instiwte, V. I8, No. 6, Nov.-Dec. 1973.pp.102-116. Cusaaferto, A. H., "How lo Design Prestressed Conerete for a Specific Rre Endurance," lnnwlucmry Repon, IOih IABSE Congress (Tokyo 1976), Intemalional Associatiun fur Bridge and StrucWral Engineering, Zurich, 1976. Gustafemo, A. H., and Abrams, M. S., "Fire Tests otConcrece'[Wo-Way loisl Floms," Rrsemeh and Developmen7 Bullelin No. RD007.0I11, Port- IandCemem Aseociution, Skokie, 1971, IOpp. GusWlerto, Armand H.; Abrams, Melvin S.; and Lilvin, Alben, "Fire Resislance of Lightweighl lnsulaling Concretes," LighlweighrConcrete, SP-29, American Concreie InsliNte, Detroit, 1971, pp. 161-I80. Gustaferro, A. H.; Abrams, M. S.: und Salse, E. A. B., "Fire Resistence of Prcslrcssed Cuncrele Beams, Sludy C: $wclural Behavior During Fim Ttsls," Reaeprrh and Derelopmen( Deyar(ment Buflefin No. RD009,0I11, Ponland Cemenl Asmsiation, Skokie, 1971. 29 pp. Guslafcrto, ArmanJ H., anJ Murun, Leslie D., Design for Frre Re- iisiunce of Prerasl PrcsrressedCanerete. Preslressed Concrote Instilute, Chicago, 1977.81 pp. Gustefeno, A. H., and Selvaggin, S. L., "Fire Endurance of Simply- Supponed Preslresxed Concrete SIa6s," lournal, PreslresseA Concrele In- stitule, V. 12, Nu. I, Feb. 1967, pp. 37-52. Also, Research Deyartment Buf- Inin No. 212, Ponland Cement Association. Harmathy, T. Z., "Variable•State Melhods of Measuring the Thermel Praperties of Solids,"Jnww! ofAyp7ied Physics. V. 35, No. 4, Apr. 1964, pp.1190-1200. Harmalhy. T. Z.. "A Comprehensive Creep Madel," Trnnsacfions, ASME, Journal of Busir Engineering, V. 89 (Series D), 1967a, pp. 4Y6-502. Harmathy, T. Z., "Deflection and Failure of Steel- Supponed Floors and Beams in Fire," Symposium on Fire Test Mefiod.c- RatrainrandSmnke. STP422, ASTM, Philadelphia, 19676, pp. 40-62. - Hazmathy, T. Z., "Thertnal Podormance of Concrek Masonry Walls in Firc," Fire Tesl Prrfnnnance, S"fP-464, ASTM. PhilaJelphia. 1970a. PP. 2U9-243. Harmaihy, T. 2., "Thermal Ropenies of Concre[e at Elevared Tem- peraWrcs,"Journal oJMarcrials, V. 5, Na. I, Mar. 1970b, pp. 47-74. Harmathy, T. 'L., "Design of Concrete Masonry Walls for Fire En- durnnce," 6ehqvior of Conrrete Undrr Tempemture Exvemes, SP-39, Americen Concrcte InstitWC. Detroil. 1973, PP. 179-203. Harmathy, T. Z., "Creep Deflection of Metal Beams in 7tansient Heating Rncesua. With P,ulicular Reference to Firc," Canadianlournal ofCivJ £ngineenng (Ollawu). June 1976. Hamialhy, T. Z., and Allen, L. W., "Thertnal Properliesof Selected Ma- sonry Unil Concretes," ACI JourtNwL, Proceedmgs V. 70, No. 2, Feb. I971, pp. 132-I42. Harma(hy, T. Z., and Bemdt, J. E., "Hydraied Portland Cement and Lightv.eight Concrete et Elevated Tcmperatures," ACI louxNeL, Proceed- ingsV. 63, No. I, Jan. 1966, pp. 93-I 12. . , Hannathy, T. Z., and Oracheski, E. W., "Equivalent Thickness of Con- crcle Masonry Unils," Ruilding Reseqrch Norr, National Research Council ufCanaJa, Ottawa, June 1970. Hurmalhy, T. "L., and Stanzack, W. W., "Elevated- j18R-q4 ?. MANUAL OF CONCRETE PRACTICE Temper5mre 7Lnsilb and Creep Pmpenics of Some Slruclural and Preslress. ing Sleels," Fire Test Perfarmance, STP-464, ASTM, Philadelphia, 1970, PP. 186-208. Iding, R. H.; Bresley B.; and Nizamuddin, E., "FIRES-T7-A Com- puter Program for ihe Fire Response of SWCture, Thermal, 3-Dimensional Version," Repnn No. UCB-FRG 77-I5, Department o( Civil Engineering, Univerxity of Calilomia. Berkeley, 1977. Iding, R H., et al ,•'FIRES-RCII-A Compmcr lM+grnm for Ihc Firc Responu o( S[ruclures-Reinfurced Concrele Frames, Reviud Version," Repwrr No. UCB-FRG 77-8, DepaRmenl o( Civil Engineering, Universily of Califomia, Berkeley, 1977. ' Iding, R H., and Breslcr, B., "Rediction of Fire Response o( Ruildings Using Finile Element Methods," Proeeedings. 3rd CETA/ASCE Con? (erence on Compuling in Civil Engineering, American Socicty of Civil En- gineers. New York, 1984. Issen, L. A.; Guxtakrto. A. H.; and Carlsun, C. C., "Fire Testc of Con- crele Members: An Improved Melhod for F.slimaling Restraim Forccs."Firc TestPerjormnrrce, STP-464, ASTM, Philadelphia, 1970, pp. 153-I95. Kordina, K., and Schneider, U., "Zum mechanischen Verhalten von Normalbeton unter instationarer Warmebcanspruchung," Be(on Nerstelfung unAUerwendmrg (Dusseldorn, V. 25. No. I, 1975, pp. 19-25. Lie, T. T., "Calculation of Fia Resistance of Compoxite Floor and Roof Slabs," Fire Terlmoingy, Feb. 1978. Lie. T. T., and Allen, U. E., "Calculation o(Ihe Fire Resismnce of Rein- forced Concrete Columns," Terhnicv+l Riper No. 378, Division of Building Research, National Research Council of Canoda. Ouawa. Lie, T. T, and Allen; D. E., "Funher Sludies un Ihe Fire Resiatance of Remforced Concrcle Columns," Terhnicnl Pnper Nn. 416, Uivision of Building Research. National Research Council of CanaJa. Ovawa. Lie, T. T., and Hartnalhy, T. Z., "A Numerical Rncedure io Calculale ihe Temperature of ProlecteJ Sleel Columns Exposed to Fire," f'ireStuQc No. 28 (NRCC 12535), Division o( Building Research. Nalional Research Cuun- cil olCanada, Ouawa, 1972, 26 pp, Lie, T. T., and Harmalhy, T. Z., "fire Endurance nf Conerete-Ptulected Steel Columns," ACI louervnL, PraredinR.sV. 71, Nu. I, Jaa 1974, pp. 29-32. Lie, T. T.; Lin, T U.; Allrn, D. E.: anJ Abranu, M. S., "Pire Recismnce of Reinforced Concrele Columnc." DItR lhprr Na. 1167. Division of Build- ing Research, Natiunal Research Council of Canada, Ottuwu, Peb. 19111. Lie, T. T.; Lin, T. D; and McGralh, R., "Fire Tesls on Reinfomed Cun- crele Columns," DBR Duernal Rrporr No. 497, Nutional Rcscurch Cauncil of Canada. Ottawa, 1985. Lin, T. D., "Measured 7emperalures in Conttele f3eamc Ezpnscd to ASTM E 119 StandarJ Firc," Resenreh nnd Uerelopmau Reporl. Portland Cemenl Associalion, Skokie, 1985. Lin, T. D., and Abrams, Melvm S., "Simulalion of Realictic 7Tetmal Reslraint Uuring Fire Test o( Floors and Roofs." Firr Snfiry• nfConrrete Strunures, SP-60, American Concrcte Institute, Deimit, 1983, pp. 1-68. l.in, T. D,; Ellingwond, 8.; and Piet, O., "Shear Achaviorof Reinfo¢ed Concrele Beams During Fiees," Resenrch and Develupmenr Repnn, Port- land Cemenl Association, Skokie, 1985. Lin, T, D.; Gustafertu, A. H.: und Abrams, M. S.. "Fire Endurance of Con[inuous Reinforced Concrete Beams," Rrsearch onADeirelopmen( Ruf- fetin No. RD072.016, Portland Cement Asxocialion. Skokic, 1981, 21 pp. Malhotra, H. L,"The 8ffecl of Tempcraturc on Ihe Compressive Slrength of Comrele." Mugazine nfCunrrete Resean H (Lundun), V. 8, No. 23, Aug. 1956. PP. 85-94. The commillee vnling to rcvise lhis documem was as fullows Malhotra, N. L., Uesign ofFire-Resisiing Sfructures, Chapman & HaII, New Yurk. 1982, 226 pp. ' Mukaddam, M., "Creep Analysis of Concrete at Elevated Tem- pcra(ures." ACI IourtNnL. Proceedings V. 71, Nu. 2, Feb. 1974, pp. 72-78. Mukaddam. M. A., and Bresler, 8., "Behaviur of Concrete Under Vari- able Temperature and LoaJing," Concrete for Nuclear Rearmrs. SP-34, American Concrelt Instilute, Uelroit, 1972, pp. 771-797. Nasxer, Karim W., and Neville, Adam M., "Crecp of Old Concrcle al Nnrmal anJ Elevated TemperaWres," ACUounHnL, ProceedingsV. 64, Nu. 2. Fcb. 1967. PP. 97-102. Nir.amuddin, Zuhayr, and Bresler, Boris, "Fire Response of Reinforced Concrcit Slabs," ProreeQirtgs, ASCE, V. 105, STB, Aug. 1979, pp. 1653-1671. Odeen, Kei, "Fire Resislance oCPresiressed Concreie Double-T Units," Civi! Engweering and Rui(ding Conslrucrion Series No. 48, ACI'p Poly- tcchnica Scandinavica, Sluckholm, 1969, 75 pp. PCtlersson, Ove, "Theurelical Design of Firc Eaposed S[ructuros," Bu!- frlin No. SI, Divixion ofStmeWral Mechanics and Concrete Construction, Lund Instimte of Technology, 1976. Ppuersson, O.; Magnusson, S. E.; and Thor, 1., "Fire Engineering De- sign of $leel Slructures," PuAlicafion No. 50, Swedish Instilule of S[eel Conswction. Slockhnlm, 1976. Philleo, Robert, "Some Physical Properlies of Concrcte at High Tem- peralurcs." ACI JounNAL, Praceedings V. 54, No. 10, Apc 1958, pp. 857-864. Saemann, J. G., and Wesha, G. W., "Variation of Mortar and Concrete Rupenies with Temperamre;" ACI JaufltrwL, Proceedings V. 54, No. 5, Nov.1957,pp.385-395. Salu, E. A B., and Gusla(em, A. H.. "Swclural Capacity ofConcrete Bcams During Fires as Affected by Reslreint and Cuntinuily,"Proreedings, .Sth CIB Congress (Paris, 1971), Intemalional Council for Building Re- uarch. Sludiec and Uncumentaliun, Rotterdam, 1971, pp. 199-204. Salse, EJuardu, and Lin, 7Lng U.. "SlrucNral Fire Resistance of Con- crclc."Prore<dings, ASCE. V. 102, STI, lan. 1976, pp. 5I-63. Selvaggiu, S. L., and Cadson, C. C.. "Effect of ResVaint on Firo Re- sislance of Prestressed ConcrUe." Symposium on Fire 7esr Methods, STP-344, ASTM, Philudelphia, 1962, pp. 91-I I5. Sclvaggio, S. L., anJ Carlson, C. C.. "Reslraint in Fire Tesls otConcreh 19oart and Ronfc." Fire Teat Methnds-Resfraint of Smoke, STP-422, ASTM, PhilaJelphia, 1967, pp. 21-39. Also, Re.cemchDepartmrnt 8ul(etin Nn. 220, RirllanJ Ccmcnt Association TNO Inslilwe for Slructural Materialx and Building SWClures, "F'iro Tcs1 of a Simple Stotically Indetcrminam Beam," Repnrr No. B I-59-22, UcI(1. Alsn, English lranelalion, SLA Translation Center, John Crerar Li- brary, Chicagu. U.S. Stcel Cotp.. "Sleels Por Elevaled TempereNre Service," Pit[sburgh. Weigler. H., anJ Pischer, R.. "Belon bei Temperaluren von IOOC bis 750C,"Remn Hersreflung und Venvendung (DGsseldorf), No. 2, Fe6. 1968, pp. 33-46. 7nlJners. N. G., "E(kct o( High Tempetalures on Concrele Incorporah ing Uifferenl Aggrcgates,"MinesBmnch Research Repon No. 64, Depart- ment of Mines and Technical Surveys, OtUwa, 1960, 48 pp. This report was submitted to letler ballol of Ihe commitlee which con- sisls of 20 members: 77 we2 aflirtnative, 3 were not ratumed. It has 6een processed in accordence with the Instilule procedure aM is ap- proved lor publication and discvulon. TiMx Z. Hammthy Chaimian Melvin S. Abrams William L. Gambic Jaime Moreno Stanley G. Barton Richard G. Gewain Richard A. Muenow Richard W. Blelzacker Armand H. Guxlaferto Harty C. Robinson Paul C. Breeze TbnF D. Lin' Thomas J. Rowe Boris Bresler Haward R. May F. R. Vollert John W. Dougill "CAuirman of Ihc eJiWnal euF?ummiutt who prepared Ihie repm . r.., .` . v ? , , DUttNaH ASSOCiATES IHC. COh25ULTIkG thGIHEERS T ° : EACQP? ?J?lD1iaG ???a6 F'c+• Zt lqq - Ewc.?....? ?rl?J . i Attention: r-A?. ?'erSE H ME2t.?}a.? , ?Fka r: 1? - 83Co 3 ?ate : ,1ryr.1 20+ I q 88 Co.-nm No. Re: cLpt?j I?.o. P Total number oi pages trzzsmitted: (includzng txansmittal) ? ?lease ccnfirm receipt os trahsmittal: Xes ? No Remarks. Usf-. ? Xot,rs ve±-y trvly, DZhnA*! ASSOCIAT :5 xNC. ? ---- 51Cj21ea:? ' ]f EH:CCSU.'.°5 A8=_ NOt AS NOiED, PL"cA5's NvT1f1' U5 FT OFC:. 9141 GRAep FV"eHU". SUJiX . °L00'11Nv'TOH? Y.iNHPSGTR `.5420 . i°LePNOXe 612-$95-1600 (F6X 652-Cf.5-1955) I 00' 3nHd ON I 531ti I DnSSd b1dHNf1Q W021i 02:9I 68, BZ Ndf 216R42 EzamplA 8-(Cbntinued) MANUAL OF CONCRETE PRACTICE Procedure I Calcalalion ia inch-pound nnits I Cakulation in 5[ Metric units Step 2-(Continued) 1 ' a1b 1 - al[h zi„ia + ti2,ua 1 U.25 1 - 0.25 3.7VZ + 0.744z t ? 1 ° 0.23 + I - 0.23 3.79 0.75 '- Step 3-Ca3culate fire resislance of masonry in naturally moist condition t from u ?= T'= + 4+(t * R? ?) Fy. (3•I I) 1 0.13 + 0.87 = 1 hrwr t = Ulz + A(t)ll + (8.0)(0.07)I 4+1 = 1.4 hotas i O.I2 + 0.89 = t hour Q?' + 4 (1) (t + (8.0) (0.07)) 4+1 = 1.4 hours Nae: A standard tite test pe:rfarmed on this masonry yielded a fire resistance of 1.567 hours. CHAPTER9-REFERENCES 9.1-Documents of sfarWards-produdng organlzations The dpcuments of the va[ipux standards-producing organi• zations referred to in this document aze listed below with their serial designation, including yeer of adoption or revi- sion. The documents IisLed were the [atcst efCurt at Fhc time this dceument was revised. Sirice some of these dceuments are revised Prequen8y, generelly in minordetail only, the user of this document should check direcUy with the sponsasing group iF it is desired to refer 1o the 4atmt wvision. American Concrete Instirute 318-83 Building Code Requirements for Reinforced Concrctc ASTM A 361 Swndard Specification for Structural Stcel A 36M-84a A 421-80 Standard Specificatioe for Uncoated Stress- Relieved Wirc for Prestressed Concrcte A 722-75 Standard SpcciScation for UncoatoJ High- (1981) StnngthStCelBarforPrestressingCuncrele C I40-75 Standard Methods of Sampling and Testing (1980) Concrctc Masonry Units E 119-83 Standard Mtthads of Fire 1"ests oF Building Conshuction and Meterials S 152-812 Standard Methods of Fire Tests af peor Asremblies E 176-836 Standard Tecminology Relatirtg to Firo SkaI!dSrdS b00' 39tJd DNI Undersvriters Laborarories, Inc. 618-79 Standard for Safety, Concrete Masonry Units U.S. Cenera! Servrces Admireistratinn HH-1-00526 Insutativn Bnard. Therma! (Mineral Fiber) The above publications may be obtained from the follow- ing organizations: American Concrete Institute 1' p. Box 19150 Detroit, MI48219 ASTM 1916 Race St. P4iladelphia, PA 19103 Underwriters LaboraWries, lne. 333 Yfingstcn Rd. Nurth6topk, IL 60062 U.S. Generat Services Administration Regionai Office 230 South Dearborn St. Chicago. I4 60604 8.2-Ciled re}erencBB Abrama. Melvia S., "CompcapWe 9trangthdConarete ac tempermurea In 16{M1F." Temprra7un a,d Gowcnru, SR25. American Concrete In9tiWx. t7rwtt. 197 t. pp. 33-58. S31t1IDOSSd WCHNIIQ WO?J_? E3:9I 68, aZ Ndf January 20, 1989 Eagan Building & Planning Department P.O. Sox 21199 Eagan, MN 55121 Attn: Mr. Joseph Merchak Re: Lomm. No. 04- Cray Lone Oak Park Fire Endurance of Floor System Dear Mr. Merchak: Presented here is information intended to clarify for you the qualifications oF the fire endurance information presented to Joe Merchak, Building Inspector, at the January 17, 1989 meeting at Eagan City Hall. As stated in the Uniform Building Cade (U.B.C.) 5ection 4302, as an alternate to Table Numbers 43-A, B, and C, calculations may be used to determine fire-resisting classifications of building materials or assemblies. The U.B.C. further states that a11 tests performed shall be in accordance with U.B.C. Startdard Number 43-1, listed in Chapter 60 of the code as Fire Tests of Building Construction and Materials, Standard Method ASTM E119-83. Please refer to the fire endurance study recently completed by Mike Ramerth. It was prepared in accordance witfi the American Concrete Institute Report AC1 216R-81, "Guide for Determining the Fire Endurance of Concrete Elements" which citas ASTM E119-83 repeatedly as being the standard adhered to irt the ACi Repert. I have also included pages 42-44 of the report that specifically lists the documents referred to in the report. ShOUId ynu have any further questions on this matter, please feel free to call at anytime. Sincerely, DUNNAM ASSOCIATES, ?NC. Tom Petron, P.E. TP:st cc: Peter Vesterholt - The Alliance 9111 OFiANQ AVEMYE SOl1TM • MWkEAPOl15, MINNESOTA i5420 . 7E1-EP14ONE ?1-88+11e00 E00'390d 3NI 531tJIa055Fi WtiHNf7Q W02ij Z2:9I 68, 0Z Ndf January 20, 1989 Eagan Building & Planning pepartment P.O. Box 21199 Eagan, MN 55121 Attn: Mr. Joseph Merchak Re: Comm. No. 04- Cray Lone Oak Park Fire Endurance of Floor 5ystem Dear Mr. Merchak: - Presented here is information intended ta clarify for you the qualificat;nns of the fire endurance information presented ta Joe Merchak, Building Inspector, at the January 17, 1989 meeting at Eagan City Ha}1, - As stated in thc Uniform Building code (11.B.C.) SecLiQn 4342, Rs an alternate to Table Numbers 43-A, B, and C, calculations may be used to determine fire-resist9ng classifications of building materials or assemblies. The U.B.C. further s#ates that all tests performed shail be in accordance with U.B.C. Standard Number 43-1, listed in Chapter 60 of the Cade as Fire 7ests af Building Construction and Materials, Standard Method ASTM E119-83. Please refer to the fire endurance studv recentiy completed by Mike Ramerth. It was prepared in accordance with the American Concrete Institute Report AC1 216R-8I, "Guide for 6etermining the Fire Endurance of Concrete Elements" which cites ASTM E119-83 repeatedly as be9ng the standard adhered to in the - Ati Report. I have also iricluded pages 42-44 of the report that specificalty lists the documents referred to in the report. Should you have any further questions on this matter, please feel free to call at anytime. Sincerely, DUNHAM ASSOCIATES, INC. Tom Petron, P.E. TP:st cc: Peter Vesterholt - The Alliance 9141 6AA1iD AVENUE 8M7N • MINNEAPOU& MINNESOTA SW" • TEIEPHONE 612-8851800 290'39tid JNI 531HIOOSSd WdHNf7Q W08i IZ:91 68, aZ Ndf RRE ENCUHANCE OF CONCREfE ELEiIEMTS Ahrems, M. S., md L4nz, CaAcs7A.. ?'"fdc 6ehavior u Ni0[.'I?m- pttalumoFStxlStra? fmReaaessCmastee,"JoarpaJ. PCA RecurchaM .Development Labaruarics, V. ). No. 3, Sopt. 1961. pp 8-19. Also. Re- rearchpepatiMenr BWktln No.134. Pailaod Cemem Assacialieo. Abeama, M. S., and CwxlaYeRo, A. N., ^FiR Endurenoe nP Oorcreee 3186x u fnfluenmd by 7hieknus, AggrcBars'lypa, and Mamue."Jav?m?. PCA Rexateh end DeveloDneM lWwawtid. V. M. No. 2. May 19RIS. pp. 9-24. Also, Rrsewch Dspunnorat 6Aleiin No. 223. [Wtland Cemem Associolion. A6rems, M. S., and Gusrekrru,'A. H.: "F've Endunnca of 7kwCourse Ploon and Roo/s; ' ACI lourwwl., ProceediRgtV. 66, No. 2, feb. 1969, pp. 92-102. ?: . Ahrante, M, S.; Clupafer?o, I.. H.i Wd Satse. E. A. B.? "Fu¢ 76ts o( Concrue Joist Ploars md Roofs," Rerearrh qad DeNelopmew 8a!letln No. RO006.016. Ponland Ceroent Assoei:aim. Skekk. 1971, 25 pp. . AMems. M. S., ct al., "Firo Endunnce ofConlinuous Reinforced Can• crcte8eams;' FnllmfxmyRepon, 1014CongneasoPtlfelmeroatiosatAcso- ciation for 8ridgc and Sfroctunl Engineering, Parllsnd CemeM Assceia- iion, Sknlcie. 1976. ? . Aflen. L. W., aM Numathy, T. Z.,' "Fre Fn"rshee oFSeleCseA Cen- cretc Masonry Walls," ACI JouwraL. PncetdlpgaV. 69. Ne. 9,-Sept. 1972. pp. 563-568. , Americm Institute d Steel Coeelruetien,lNmnwloJSretlComra6on. &h Editien, Hew Yark, 1980. . Ameriart Insumnee Assoeiabon, Fbe Ria(aioMe ReNugr, New YaY. AnJc16crg. Y.. "Mahanical fYqeriies,d Itemforcing Sted w SlevatM 7empcralures," Tekniska MedQeloade No. 36, Halmarod Jarovat AB. Lund. 1978. (in Swcdish) . • 8aka. Jamea M.. and Bnsle4 Beeif: •ReWoroed CorcMe Fpmn iu Firo Envimnmenu;' p.aeeding:. ASCE, V. 103. STI. Jm. 1977. {p• zu-zu. B3nnu, C. R.: Wilkie. C. 8.: psd Mil1eG p?"He?f'ki?iaC a('Hijh sity Caicrele," lhrWsrlpMAEG 1Pepon Nq. HKRI. U.3. AWmic 6acr6Y Commission, Waslpngwn. O.C.. Juae 1%9. . Breskt. 8., "Analylial PredleNea d$tnidunl Respmse, W Fue." Ftro ' Sofrrytormal.Scpt.198S.pp.103-117. _ , Brcakr, 8.. "Firc PraaUm o(qoderi?'BU11din ? ? ? Sa: Eugiwea'in{ Re. giwea Vnnse m New Pra6lcros." I1W Amual kkary M. Shsw Leeuve io Crvil E? gineaing, Aeputment aP Civil Fagiqeumg. Nonh GSuolina SpqC Uoivcr- sAy. Rakigh.J7n.197fi. 9ms1e41i.. el al.. "Limit SIateBahaYiafof ReinfMCMCeoere0e F(amee in Fus Envu+rnieunta." Proracdingx. Regionul Canlarence w 1611 Bui1J• ings, Hong Kong. Scpt. 1976, pp 510-325. ,, _ kl: $raclcenbrouph. R.1... endJabpatop. B.G..ShelDsrije}fanemf. U.S. S1«I Corp. Piasburgh. 1968. 246 pp ., ,., . I CarIson. C. C.; Sciraggia. S. L.: md Gustqfemp. A. H.. A Revkw of Studies Nthe EfEects of Restraim en tlK Firc Resiwanw of Raqrtsnd Cm- cme," Proceedtngs. fTPSympwiwaoe Fua Resistanee dResueae6Con• creto f Breunschweig, 19651. 8tuvethg OmbH, Wiexbqdep, 1946, pp. 32-42. Also, Rrseu.ch Dspa++menf BplhJin No. 205, Postlaid Cemsn! Association. Cuuun. A. 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Clay and Slatc Concreie Masonry," /njo.maiion Sqee+ No. 14, Bdlcsda- . Garofek. &: Msknak. P. R.:and Smith. G. V. "Thclnftuenxe of'km- perume oo the Elastic Conslanls of Some Commerciai Stmis."Symposium oq Atrtwpdnut(on of Elasoirc Consmnts. S7'E- 129, ASTM, Pdilsdelphis. 1952. GusWferto, A. H., "TmipefWuco Ctitaiau RiMue." Flrs Tau Arrfirm- mrce. S7Ai64. ASTM. P6iladelp6ia. 1970. pp. 68-84. Gusuterm. nmuad H.. "DesiBn of hmraeed Camcrft Tw Fuc Ac- dsWm,"Jo+vnul. Reslressed Concrcte loatiNce. V. 19, No. 6. Nov.-Dec. 197I.Op.702-116. Ouwlerto, A. H., "Now a Deign Arcauaaed Conmpc Pm a Spaci6c Firc6dwxpm,"/Mrodertory&port. t(hAIABSECongnau(7Lkyol97fi? . lnxrowioeal Auaciuiai for Bndge snd 9vuciurai Enginaring. Zilrich, 1976. 6auefrno. A. H., and Abrams. M. 3., "FheTestsdCancrde 7Wo-Way JaY Floors." 1Prsrarth and Developwent BuUertn No. RD00T.01S, 1ot- Imd Cement qssaciation. Skdeie, 1471, 10 pp. Cwsufnms. Annand N.: A6eams. Mdvin 3. ; and Lltvtn, Alhert. "Fue Resistaoce of Lightwuighl Imulaiing ConcrcMS; • UghnvelghrConcretc, SR29. Amencm CancreR IastiNle. Dettoit.1471, pp. 161-180. GustOferto. A. H.: Abruns, M- S.: and Salx, E. A. B., "Ftre ReaWeece of Pmsnessed Caacrck Beams. Study C: Swcmunt Bohavnrc During Firc Teks." Rurarch uml Dewdopurenr Aepa,rmenr aulkrtro No. R13009A1B, RonWd CemeM Assacimion.5kakie, 1971, 29 pp Gustaferra, Armand H., and Marun, Lestie D., Dssigx jor Fix Rc- aluaareoJProeestPresfmraedCuncrcre. pRarcesudCoucretolostiwte. C'hicap, 1977. Bf pp GnnaPerto. A. W. aad Selw;gio. S. L.. "Firc Enduraaee of Simpiy. SnpqauQ Preslre.sred ConcreK Slda." bw/wt. Hcsaessad Cooeme In- st0ute. V. 12. No. 1, Feb. 1967, pp. 37-52. Aqo, Resewrch DeparnnenlBW- k+in Mo. 212, Fbrllmd Cement Assxluim. HuoWhy, T. 2., "Veria6in5tate Methedx nf MeAa.ripe liyy'['permel Napenies ofsouas,^ Am,m+arMpriedPeysic:.N. 35, nio. a, r.pc 19e4, pp 1190-120D. . Haimathy, T. Z., "A Comprohensive CYeep Model,° 7Yartsnctiows, ASME. 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"Calculation of the Firo Rrxisrnnce dRein- foroed Concrete Cotumns." TeeAniea! Pape• No. 378. Division of BuiWiny Research, Netionel ResearcN CnuncN of Canada, Otta++a Lie, T. T. and Allen: D. E.. "Fvnbor Studies an lhe Frrc Ravistaxe of Reinfrnced Caxrcte Cotumns," TruknFta7 Paper No- 416, Oivfsion uP Suilding Resnarch, Nuional Research tonnn'1 d Canada. Otuwa, Lie, T. T., end Hamiethy. T. Z.. "A Numerical Rncedurc toCakutate We TEmpemiure M Protected Stecl Colvmns ExppuA m Fve," Fire Sna7y P'.o. 28 (NRCC 12535). Divisionuf Building Raarch. Natiaiml Rexardh Caen• cii of Gtudx. Ottawa. 1972. 26 PR 4ie, T. T,, and Harmalhy, T. Z., "Fire Endurance oCConcmio-RtMeNed 3ia1 Columm." ACI lovarue., Proeeedie8a V. 7l. No. I.lan. 1974, pp. 29-3:. Lie. T. T.; Lin, T. D.; Rtlen. D. 8.: wd A6rm.s. M. S., "F5re Raiuance o! Reinforeed Conereie Culumns," DHR Paper No- 1167. Uivision of 6ufid- ing Research. Nationel Rexearch Cauncil dCanada.0uawa. Feb. 1984- Lis, T. 7.; Lin. T D.; and MeOratA, R.. "Fire 7bts ort Reinfa2ed CaM arck Columns,"OHRlnftrna! Repwl Na 407. Nm"•t Rprwnrch C,mmeit- of Csnada, IXtawa, 1985, Lin, T. G., "MexsureJ Temperaturcs ia Contteu Beems Exposed to ASTM E 119 Slendazd Fire," Renarch nrod Aeiraapmenr Rrpon, Ponland CementASSaiation,Skokie, 1985- Lin. T. D., and Ab+nms. Mdvin S., "Simvlalion d itealistic Theraul Itouvuinl Durinl; FitO Tent of Floom in1 RvvPoI"Firc iojr+p vftrnrrrfr Smarmna, SR80. AmericenConc+eu Inwluue.OeUroit. 1983, pp, 1-68. Lin. T. p.; FJfingwaod. 8.: end Piet.O., "Shcar 8ch+viw o( Rciafotccd Concrote Bemne During Frts," Rearanh wd Fnr7apmrnr Repen. Rm- lartd CemeM Aasoeialion, Skdc+c. 1983. Lin. T. U.; Gustnferm, A. H.: and Abrams, M. S., "Fhe EMuranee of Continuouc Rrinfarced Cnncrct, Pnm.," R...v..?Anna nr.rLy,mrai Bat- leiin No. RO072A16. Rmined Cemem Aamciatioa. Sknkie, 1981. 21 pp. Malhatra, R. L., "TAe Effect of Tsmperware on the CompreaAivc Strength of Conercte: " MaRmiu oJCaacrcteReuarti? lLondon} V. R. Ne. 23. Aug. 1956, pp. 83-94. The coromiace voting to rcvise [his Jacument was ax follows: Melvln S. AMamx Stentey G. Batton Richard W. Bktmckcr Aul C. $1eem Boris Brealer kfin W. fkyugill •Chsimuo oft0e e&b,,rl xYNaommiua who prepand pis rtyw[. 900'39dd MaiMln. M. L.. Rr.riaw ofFin-Ruisring Smucrurea. Chapmen & Hall. Ntw Ynrk. 1982. 226 pµ " M¢kaddara. M., "Creep Analysis of Concrete m Elevaied Tem- penturca," ACI JWRNAL.ProrndinRS V. 71, Nu. 2, Fe6.1974. pp.72-78. MukaEAlM, M. A..511tl 9recler, B•. "BehavilrufCokiae Uixlei Vui• ohle'Rmperalure Md Lnading." Conrrcu fi.r NuNeor Rmrtors, SP34, amcriemCowcrotr Inslitute. DNrat. 1972. Qp- 771-797. Nasau, Karim W., and lievilk, Adam M„ "G7ecp af O!d Conerele at Nam:l aod Ekvated lbmpenWrcs." ACi louunwL, Protetdinga V. 64. No. 2. Pob. 1957, pp. 97-102. Niz¦muddin. Zulfayt and 8raler, Bosis, "F'ue ResPonee of Reinforced Cwncrae Slaba," Prateedings. ASCE, V. 105, STH, Aug. 1979, pp. 1653-1671. Qitan. Kai.'Firc Raieunce uf PrcsttEUed Concrctc 4ouble-7 U'nts.•• Ciril Engir+nring erut 9wfk!!nR C"nuction Seriea Sdo. 48. ACTq Pv1Y- tcchmcs $eandinavica. Stcekholm, 1968.75 pp Pedqxson. (SMe. "71KOrclioal pnign of Fim Frpoaed Swctures," Sut. Irrin Nn. 51, Divicion of Swcwnal Mahenics and Concreu Conwunion, Lund Irutiame of TeehnologY. 1976. Mlersson. O.: Magnusson. S. E.; and Thor, f., "Fire Engineering pe- sign of Sieel StNttutes,° Aub!ltaNon No. 50, Swedish lnrtilme of Skel Consuuclion. Stakhalm. 1476. Philieo, Aobert, "Some Physica! Roputies of Conemte ai NighTCm- perarires," ACI IWRHAL. Aoceedixga V. 34, N0, 10, Apr. 1958, pµ SS7-8W. 3oemann.l. G.. +nd Washa, C- W.. `Vuiatlon of Mortar and Cmercte Rupenks wIM'Rmperalure."ACI JourtNni. Wonedings V. Sd, No. 5, Nov. 1957, pp 355-395. Saise. E. A. B., and Gu Wfaro. A. H.. "Sinictmal rr,.-^*^ity ofCuncma 8eamx During Frcs as Aflcetedby Resuaim eFkd CaMimiity." ArocadFngs. Sth C!B Caugseu tArie, 447}), inteenatioael Cnuacit fm Bui4ding RF searcb. $tudKe and UocummtrYon. Raa'dam. 1971, pp 199-204. Satee. Eduanlo. and Lin,'Nng D., 'Stnrcwnl Firc Ituiswxe of Coo- ctctc." P•ereediug. ASCE. Y. 102. STt. Jan. 1976. pp. 51-63. Selvaggio, S. L_ wW Carlson. C. C.. "Fjfect of Siestrsint an F've Re- si%lance of Respesxd Coacrete," Symposixm on F(rs Tier Mt(NOds, SiY-346. ASIM. Philadelphia, 1962. pp. 91-115. Selvaggio. S. 4-, md Csrlson. C. C.. "ResiniM in Ffre lbsts ofConcrete Floors aad Roofs,° Fin Trsr MetAads-Renraint ofSmoke. S?P-422, ASTM. RpladrJJphia.1967, pp. 2i-39. Also, ResearckOepanmrniBut4rfn Na. 220. TMtbud Cement Assotietion. 7N0 6ntnule fm Stnttlursl Materials and Building $tructures, "FiM 7tx1 of a 5impk Staticslly tndetelminnnt Beam," Reporr No. H 454•22, Uc!&: Aho. English aamlxion. SLA Taesialion CeMer, JoM C7erar L'r brary, Chleago. V.S. SMlCay-. "StulsfnrEJ.cvaidTempe'uum Service," Pinaburgh. ?riNINH . OeA Fit/*MR, w R.I. {iA T}M'1iTJ11MMn . InW hiA 750C,"BerenRenn7lm; mdVsnwnduxa (MsscldM), No.2. Feb. 1968, , pp. }3-Ob. . 7nlrhr.rx, N. C,"Flfed N Nigh'Ikmpenturea on CancrtYe incorponb ing DifCeMnu Ap$rcgales." Mixes Brunch Researeh Report No. 64, Depan- mrnt af Miat aud Tedmidl SurveYe. Oltawa. 1960. 48 PP This report was suhmiltsd 10 letter ballal ol ihe cOmmittee whldf con- sats d 20 m6mb6w 17 were aiflrmative, 3 were nd returned. k he9 been proCes9ed In eood'darwe witli Mie fttinAe Procadure end is W Provad 1at pu6licfltiqt BtW dbWeebn. Tibor Z. Hamnmhy Chairman Wjiliam L. Cemblr Jaime Moreno Rkherd G. Gewain •. Richard A- Maenow Annnnd H. Gasmfmo Harty C. Robiman 'Nng D. Lin" 'fhomas J. Rowe Howard R- May ? P. R. Vollen JhJI 531tiIJOS5d WHHNf1Q WO?id Sz:9I 68, 9S NHf - ?uU. 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CON'('Iwl13CaE7rj? - I- ? ? _,_. ?r±,YL._r?,?e??;?Nr=; ?F rr+e;_;??a.? --r+??.? _;?,EN?T'H; 'pF ? ' - , , _. ' ?aG+`._ oi?C+ ? R :_ !-Fra?E ;-7n 8E. _ caccu??.-- : As =- s?louJi.1 - - I.I67 - - ?:_ IN EXAMl?; .CoWj inlvOUS_-,- S,+.rea6S..,•?w ; -: , N_:: A cn, 7'? o n? .-_'- r?t ?_, tJ Eb?.'PuE: _ h..+o? F.?%i ?'s ` p? R E i. __? , -- : ; - ?- _ , ED I t?--_ Ga.??.7 r,?+?.,? . AA , - ? - - - _ __ . , - - -- -' z. .u?S??FxT?E_?y , ;Gc?aS?v??'j'?' : 9N+c?_ AFR:P?T_ 4 ?r!? - 3C_c,4tJSE_7 boES. , - _oEpf* -;-dF'-- ?ovE? aN i= ?u?oP`c,+u6, _- ,- -_ TtiE, = Mor-?E-r.??'_E !?.?'?rJSi_ . _ Lul?'- P?E?;i?vE --7? - -- - = _ A?PpoAC44 l5; Alr^+2. r-4ortF ACCUi%AT1- p''N b 144 _ ? _..... - -- - M?T°h10 0 f08__ 0E-MO-M1 NI1J 71F1! - - - .; _ - --?--- - - - -- -- -- r- /k -- - ----- 719 E--LJ,BG eoMc?LOrE SEGro,JS Aee. &&SED ow_ . n?.,- _ __ . ____?.. ?. - _ . . _ _..?_... --- --- ._. _ . .? ._ .._... .._.. .._.. . .. - Ac.?.=- -M?u?s.- • - - - --- - - - --- -- -- - - - - - 3. -- - -- -- -_ - -- - - -- TfiMa--_ A? 4m?uNTL0s5- 15xisT«44i NcuP?p-s - -- - -- - -- ? -- -- - -- - - -- -- TYPe._ `-oNG5Ti?,uc.7'uaes - w+T`w -- - , -M5o?-tf? ? . ... -_-S r?rr??: 3 - -- -- - - -- - - s?Vp 1 13v? .- ti.t,?+.? ,-a? -l?s???l -h-la?u t Lr.AJ -)U , - - --- - -- -- - - ---- - ACI 216R-81 (Rewsed 1987) Guide for Determining the Fire Endurance of Concrete Elements Reported by ACI Committee 216 Meivm S. Abrams Chaiminn StanleyG Barmn RichardQGewnin W.1.McCoy James E. Bihr A. H. Guseakrto Richard Muenow Richard W: Bletzacker Tdwr Z. Harmathy George E Trnxell Mede E. Brander Lionel ls>en G. M. Wanon Bons Bresler Donaid W. Lewis Roger H. Wildt John W. Doucill Howard R. May N. G. Zoldners Frank G. Erskine The rensmg commitree is listed at the end of the documwt. ThisGurde (or determining 1he frrr resislanet oJtoncrere elenienu isa sum- marv nf pronical u fnnnnnon inrrnded for use bv arrhnects, engmerrs and 6uildmg o,J(cialt wlm mun drsign rnnorre srruciures for pnnicularfrre re- sismnces or eoalmre srruaures as desrgned. The Guide rontains ir forma- tion fordeternnning ilte fire endurmite of simpl c tuppnrted slubs und benms: conmwous beams and sfaAs; Jioors and roqfs in w6irh restrrtmt m therma( espansinn occurs; "!!s; und reuaforred cnnoeie rolumns. Lrfnrniarion is also given for dererminirtg tlie frre enduronce of cermin cnnerete nrembers based on hear irunsmission caieriQ. Also mduded is mformation on zhe propernes of steel and mnrrete al higH iempcrarures and iempermure distriburiars wirhin conuere members es- poscd m frre iCeyxnrdt: acttpubtlity:6eams (suppons). columns (suppons): tomprcssive sveneih; roncrem slabz, creep prorycrues, heat tnnster: fire raungs: fire resistanre: firr tesls; mamnry walls: modulus of elasunq•; prcstresaed cnncrele; presircssing smeiz: rein? torced rnncrete: rtmfortmo sleels: strcsa-elram mlationships; sirunuml desien: rem- peamrt d¢mbmion; [hermal conducuvily. zhertnal ddfusrviry; ihcrnial cxpansmn. ihermal propemes: walls. CONTENTS Chapter I-General, p. 216R-2 I 1-Srope 1.2-Defimtions and notanon 13-Standard fire tesis of buildmg consvuction and mattriels I 4-Apphcation o( desmn principles Chapter 2-Fire endurance of concrete slabs and beams, p. 216R-4 ? I-Simply supported (unrestrumed) slabs and beams 21-Commuous beams and sia6s ?.?-Firc endurantt of floors and roofs m wh¢h restraim to thermal expansion occurx ? a-Heat transmission Chapter 3-Fire endurance of walls, p. 216R-13 3.1-Scope ACI Commietee Rapons, Gmdes. Stantlard Prnctices, antl Commen- tanes are mtentled tor guitlance m tlesigrnng, planninq, ezecNmg, or io- specbno construcLOn, and in prepanng specif¢abons. Reterence to fhese tlocuments shall not be maoe m the Prolecl Documents. tf nems found in these tlocuments are tlesrtetl to be part ot the Prqect Docu- ments, they stwuld Oe phrasetl m mantlalory language an0 mcorporaletl into the Projecl Documents 3.2-Plam and rem(orced concrele walls 3.3-Concretc masonry walls Chapter 4-Reinforced concrete columns, p. 216R-15 4.1-General Chapter 5-Properties of steel at high temperatures, p. 216R-16 5.1-Streneth 5.2-Modulus o( elasncity 53-Thermai expxnsion 5.4-Stress-stram relationships 5.5-Creep Chapter 6-Properties of concrete at high temperatures, p. 216R-18 6.1-Compressrve sren_ch 6.2-Linearehertnalexpansion 63-Modulus of elasncn}' and shear modulus 6.4-Poisson's ratio 6.5-Siress-svain relaiionships 6.6-Scress rdaxaiion and creep 6.7-Thermal conductrvny, specific heai. and thermal dif(usivirc a Chapter 7-Temperature distribution within - concrete members exposed to a standard fire, p. 216R-22 7.1-Slabs Y 7:2-Rectaneular and taperedjoists ? 73-Double T umts 7.4-MnSOnry units ?.' 7.5-Columns Chapter S-Examples, p. 216R-27 Chapter 9-References, p. 216R-42 _- 9. I-Documrnts of siandards-producine orexmzations :s 9.2-Cned re(erences ?k ? Discusvon nf this repon appeared'm Conrreie lnrernanonaf: Design & Consrruo y uon V.3.Ko.8.AU^.1981.PP 106-107. CopyneM 0 1981 and 1987 Ammcun Concrcac Insmu¢. Ali nghu rcurved mclud- ? menghtsofreproduttiananduseinanyfonnorbyammwnsindudmnthemakinpof copinbyanyphoropracess.orhvanpetecvomcormechamcaldcv¢c.pnmedorwm- ?!- mnororaLorrerordmp(orx+undorvuuulreoroAucUOnofforvs:manyknowledgtor j? remeval svslem ar dence. unless pcrtnrssion m wn4ne rs obtained from the copynght -j+ prapriemn 216R-1 216R-2 CHAPTERI-GENEF.AL MANUAL OF CONCRcTE PRACTICE I.I-Scope - Building codes require that the resistance to fire be consid- ered for most buildings. The type of occupancy, the size of buildmg and its position on the property all affec[ the fire re- sistance ratings required of various building elements. Hi2her fire resistance ra[ings of[en result in lower fire in- surance rates, because insurance companies are concemed about fire resistance. For the most part, fire resistance ra[inas have been deter mined by the results of standard fire tests. More recently, ra- tional desi.-n methods have been developed which allow Ihe fire resistance to be determined by calculations (Anderberg 1978; Becker and Bresler 1977; Breslerlanuary 1976; Bresler September 1976; Bresler 1985; Ehm and van Postel 1967; Gustaferro 1973; Gustaferro 1976; Gustaferro and Martin 1977; Iding et al. 1977; Iding and Bresler 1984; Lie and Har mathy 1972; Nizamuddin and Bresler 1979; Pettersson 1976). The rational design concept makes use of study and research into the properties of materials at high temperatures, the be- havior of structures during a fire, and basic strucmral en- gineering princrples. This euide illustrates the application of the structural en- gineering principles and information on properties of mate- rials to deteimine the fire resistance of concrete construction. Generally, the information in the Guide is applicable to flat slab floors aod rectangu]ar beams. Additional materials and techniques are reqmred for applying the design procedure given in the Guide for structural members [hat have other geometries. 7.2-Definitions and Notation 1.2.1 Definitions Built-Up Roofing-Roof covering consisting of at least 3- ply IS ]b/]00 fP- (0.75 ke/m=) type fel[ and not having in ex- cess of 1.20 IblfP- (5.9 ke/m') of hot-mopped asphalt without ?rave] sudacing (see Section 73 of ASTM E 119-83). Carbonate Aggregore Caicrete-Concrete made with ae- ereeates consistin2 mainly of calcium or magnesium carbon- ate, e.g., limes[one or dolomite. Ce(fular Concrete-A ]iehtweieh[ insulating conerete made by mixing a nreformed foam with por[land cement slurry and having a dry unit weight of abou[ 30 pcf (480 kg/ m3). Co/d-Drawn Steel-Steel used in prestressino wire or strand. Does not include high strene[h alioy sceel bars used for post-tensionine tendons. Criticaf Temperature-The temperamre of the steel in un- restnined flexural members durins fire exposure at which [he nomina] moment suenath of the members is reduced to the applied moment due to service loads. End Point Crireria-The conditions of acceptance for an ASTM E 119 fire test. Fire Endurance-A measure of the elapsed time during which a material or assembly continues to exhibit fire re- sistance under specified conditions of test and performance. As applied to elements of buildings it shal] be measured by the methods and ro the criteria defined in ASTM E 119. (De- fined in ASTM E 176) Fire Resistance-The property of a material or assembly to wi[hstand fire or to give protection (rom it. As applied to elements of buildings, it is cheracterized by the ability to con5ne a fire or to continue to perform a given structural funcuon, or both. (Defined in ASTM E 176) Firr Resistanc r Rating (sometimes called frre ruting, frre resisiance classificaiion, or hourly rating)-A legal term de- fined m building codes, usually based on fire endurance. Fire resistance ratines nre assigned by building codes for various types of construction and occupancies and are usually given in half-hour increments. Fire Test-See standard fire test Glass Fiber Board-Fibrous glass roof insulation consist- ing of inorganic glass fibers formed into rigid boards using a binder. The board has a top surface faced with asphalt and kraft paper reinforced with glass fiber. Gypsum Wallboard Type "X"-A mill-fabricated product made of a gypsum core containing special minerals and en- cased in a smooth, finished paper on the face side and liner paper on the back. Hea[ Transmi.rsion End Poin1-An acceptance critenoo of ASTM E I191imiting the remperamre rise of the unexposed surface to an average of 250 F(139 C) or a maximum of 325 F (181 C) at any one point. High Strength Alloy Steel Bars-Bars used for post- tensioning conformine to the requirements of ASTM A 722. Hot-Rolled Stee!-Steel used in reinforcing bars or stmr tural steel members. Inrumescent Mastic-A solvent-base spray-applied coat- ing which reacts to heat at about 300 F(150 C) by foaming to a multicellular strucmre having 10 to 15 times its,initial thickness. Isot4erm-A line drawn on [he cross sec[ion of a member connec[ing points of the same temperature. Lightweight Aggregate Concrete-Concrete made with aggregates of expanded clay, shale, slag, or slate or sintered fly ash, and weiehing about 85 to 115 pcf (1360 to 1840 kg/ m3). Mineral Board-A ngid fel[ed thermal insulation board ronsistino of either felted minera] fiber or cellulaz beads of expanded aggregate formed into flat rectanoular units. Normal Weighr Concrete-Any concrete made wi[h natu- ral aggresates or aircooled blast fumace slao, cement, and warer havin¢ a unit weight of about 135 to 155 pcf (2160 to 2480 kglm'). Perlite Concrete-A liehtweisrht insulating concrete hav- ing a dry unit weight of about 30 pcf (480 kglm') made with perlite aregate concrete. Perlite ag-reeace is produced from a volcanic rock which, when heated, expands to form a glass-like materia] of cellular structure. Resirained Assembly Classifeation-The dassification derived from fire tests of floors, roofs. or beams in accor- dance with acceptance criteria of Sections 29 and 35 of ASTM E] 19-83. Such a dassification is considered to be ap- pLcable in buildines when (1) the surrounding or supporting structure is capable of resis[in_ the thermal expansion in- duced by a standard fire (ASTM E 1!9), or (2) the assemhly has scrucmral wn[inuity over supports or has strucmral con- tinuity wi[h its support. Sand-Lighnoeight Concrete-Concrete made with a com- binaeion of expanded clay, shale, slag. or slate or sintered fly ash and natural send. Its unit weight is generally between 105 and,120 pcf (1680 and 1920 kglm') SiliceousAggregate Concrete-Concretes made with noo- mal weisht agerecates consisting mainly of silica or com- pounds other than calcium or magnesium carbonate. $pra,v-Appl+ed Coanngs, Sprayed lnsulanon-See intu- mescent mastic, sprayed mineral fiber, or vermicuhte cemen- tttious material. Sprayed Mineral Fi6er-A blend of refined mineral fibers and inorganic binders. Waler is added during the sprayina operation, and the untamped unit weight is about 13 pcf (208 kglm'). . Smndard Frre Expos+ue-The time-temperamre rela- tionship defined by ASTM E 119. Smndard Fire Test-The test prescribed by ASTM E 119. Sree1 Temperarure 6nd Poim-The acceptance criterion of ASTM E 119 defining the limiting steel temperamres for un- rescrained assembly classifications, i.e., 1100 F(593 C) aver age or 1300 F(704 C) maximum for structural steel, 1100 F (593 C) average for reinforcing sceel, and 800 F(427 C) for colddrawn prestressine steel. For restrained classifications of beams spaced more than 4 ft (1.2 m) on centers, these lim- its must not be exceeded for the first hatf of the fire endurance period. Srructural End Poini-The acceptance criterion of ASTM E 119 which s[ates that the specimen shall sustain the applied load without collapse. Unrestrained Assembly Classificanai-A dassification derived from fire tests of floors, roofs, or beams in accor- dance with the acceptance criteria of Section 30 of ASTM E 119. Such a classificaeion is considered applicable in build- ings when the conditions for a restrained assembly classifica- tion aze not met. Vermiculite Cementitious Materiat-A cementitious mill- mixed material to which water is added to form a mixture suitable for sprayino.. The mixture has a wet unit weight of about 55 to 60 pcf (880 to 960 kg/m'). Vermicufite Concrete-A lightweight insulating conerete made with vermiculite aggregaee concrete which is a lami- nated rzticaceous material produced by expandine the ore at high temperatures. When added to a portland cement slurry the resutting concrete has a dry unit weight of about 30 pcf (480 ko/m'). 1.2.2 Notation o = averaae web thickness of hollow masonry unit (Chapter 3) a = depth of equivalent rectaneulaz svess block Qe = depth of equivalent rectangular stress block at ele- vaced temperarures aim = mmimum measured web thickness q = eross cross-sectional area of slab resisting the thrust force ,q r = area of presvessed reinforcement in tens-ion zone A = area of nonpresvessed tension reinforcement b = width of compression face of inember b = width of joist (Chapcer 7) b = averaee web spacing (Chapter 3) bE = width of compression face of coiumn stnp at exter- nalsupport C = degrees Celsius d =distancetromexvemecujupren,iuuuuci of tension reinforcement d = minimum length of top reinforcing bars d' = distance from extreme compression fiberto ceniroic of rension reinforcement over the support E = modulus of elasticity f' = specified compressive streng[h of concrete f = stress in prestressed reinforcement at nominal r+ strength f = specified [ensile strength of prestressing tendons f?, = specified yield stress of prestressing tendons f, = specified yield stress of nonprestressed reinforce- ment f = specified yield stress o( nonprestressed reinforee- ment at elevated temperatures F = degrees Fahrenheit h = overall thickness of inember h = distance between centroidal axis and line of thrust action [Fig. 2-3.2.1(b)] h = height of unit (Fig. 3.3.2.2) h = equivalent thickness k = thermal conductiviry (at room temperature) K = degrees Kelvin ]ength of unit (Chapter 3) 1 = span lenath ( = average face shell thickness (Chapter 3) ( = length of span of two-way flat plates in direction paz- allel to that of the reinforcement being determined (d = bar development ]en;th 1? = minimum measured shell thickness m = fraccion of weiaht loss of concrete M = design momen[ = nominal moment strenath at section M e = nominal moment strength at section at elevated tem- peratures m+ = nominal positive moment svenLth at section at ele- ? vated temperatures M, = moment due co service load at section x, R = universal gas constant s = heated perimeter T = thrust r = time re = temperature compensated time u = concrete cover over main reinforcing bar or averaee effective cover V = volume of displaced water W = applied load (dead + live) w = unit weieht of concrete N1 a = service dead load ?•ni = distance from centroidal axis of flexural member to extreme bottom fiber Z = Zener-Hollomon parameter Z' = A/s a = linear coefficient of therma] expansion J? = constant p = deflection (Chapter 2) pH = activation ener.-y of creep pl = elongation of slab due to temperature E, = creep svain F o = creep parametet { 7 I f? ?i t ? t CID?W MANUAL OF CONCRETE PRACTICE ? = 6emperature , Bi = temperamre, F B, ^= temp+ramre, C K = thermal diffusiviry (at room temperature) p = density of concrete p„ = density of vrarer r = fire resistance of concrete wall in namral moist con- dition ra = fire resistance of masonry wall in dry condition ¢ = volumetric moismre wntent w = A, f,/bdJ" [u, = A,, f,„lbdf, 1.3-Standard fire tests of building construction and materials ASTM E 119 specifies the test methods and procedures for determing the fire resistive properties of building compo- nents, and is a generally accepted standard for performing fire tests. 1.3.7 End poini criteria of ASTM E 119 1.3.1.1-The [est assembly must sustain the applied load during the fire endurance test (strucmral end point). ......?. Fire + M„ M I I @ 0 hr + A4 A1nB @ 2 nr Fig.2.1.1 (b)-Momentdiagramsforsimplysupported beam or siab before ar:d during fire exposure 1.3. Y.2-Flame or gases hot enough to igni[e cotron waste must not pass through the cest assembty (flame passage end poinQ. 1.3.1.3-7ransmission of heat through the [es[ assembly shall not increase the temperature of the unexposed sudace more than an average of 250 F(139 C) or 325 F(181 C) at any one point (heat transmission end poin[). 1.3.1.4-There are additional end point criteria for specia] cases. Those applicable to concrece are as follows: 1.3.1.4.1-Unrestrained concrete structural members: average temperature of the tension steel at any section mus[ not exceed 1100 F(593 C) for reinfotcing bars or 800 F(427 C) for cold-drawn prestressing steel. 1.3.1.4.2-Restrained concrete beams more than 4 ft (1.2 m) on centers: the temperatures in 1.3.1.4.1 must not be exceeded for classifications of 1 hr or less; for classifications longer than 1 hr, the above cemperamres must not be exceeded for first half of the classi6cation period or l hr, whichever is longer. 1.3.1.4.3-Restrained concrete beams spaced 4 ft (1.2 m) or less on centers and slabs are no[ subjected to the steel temperature limitations. 1.3.1.4.4-Walls and partitions must meet the same cri- teria as in 1.3.1.1, 1.3.1.2, and 13.1.3. In addition, they must sustain a hose stream test. 1.4-Application of design principles In the desian of a structural member, the ratio of the toad cairying capacity and the anticipated applied loads is often expressed in terms of a"factor of safety." In designing for fire, the "factor of safety° is contained within the fire re- siscance razing. Thus for a given situation, a member with a 4 hr rating would have a=reater "factor of safety" than one with a 2 hr rating. The introduction to ASTM E 119 states, "When a factor of safety exceedine that inherent in the test conditions is desired, a proportional increase should 6e made in the specified [ime-classification period." The desisn methods and examples in this Guide are consis- tent with the StrenEth (ultimate) desien principles of ACI3 18. Because the factors of safety in design for fire are included in the resistance ratin;s, the ]oad factors and strength reduction facror (Sections 9.2 and 9.3) are equal to 1.0 when desiening for fire resistance. CHAPTER 2-FIRE ENDURANCE OF CONCRETE SLABS AND BEAMS 2.1-Simply supported (unrestrained) slabs and 6eams 2.1.7 Structural bei:avior Figs. 2.1.1(a) and (b) illustrate a simply supported rein- forced conerete sla6. The rocker and roller supports indicate that the ends of the slab are free to rota[e and expansion can occur without resistance. The reinforcement consists of straieht bars bcated near the bottom of the slab. If the under side of the slab is exposed to fire, the bottom of the slab wil] expand more than the top, resultins in a deflection of the slab. The tensi]e streneth of the concrece and steel near the bottom of the slab will decrease as the temperature increases. When s i ?- Fig. 2.1.1 (a)-Simplp supported reinforced concrere sfab sub)ected to firefrom below 2 ? - i C?RBONPTE AGG SILICEOUS oGG 4hr LIGHTWEIGHT 4GG Remlorcmg Bors 41?1 ,40 ' Ranfofnn9 BarS - kem10•Unp Bors ?wO=0.1 4nr/ c "_-w'.0.3 j/? ? 20 o 00 0.2 0.4 0.6 0.0 0.2 04 06 0.0 02 04 0.6 M/Mn M/Mn 3 J SILICEDUS CGG UGNiwEiGNT oGG qhr 4hr . CdRBON?TE AGG CoiO D,own Steei Lola OrownSIeel ? g Cola Dro«n Stee, 60 - Wp'.. 0 11 -WD -0.3/ 4hf 40 E' L Z L 120 I ? o p ? 04 0 6 0.0 0.2 04 0.6 O.p 02 0.4 06 00 02 M/M, '? = 6i ly/ DO i c ?*Wp' Fps ?ou/DE I? aggregate type, reinforcing steel type, mament inrensity, and u . -Fire endurance of concrete s(abs as infiuenccd by Fig (defi 2ne.1d.2.1 in Section 2.1.2) the stren-th of the steel at elevated temperature reduces to that of the stress in the steel, flexural collapse will occur (Gustaferro and Selvaggio 1967). Fig. 2.1.1(b) illustrates the behavior of a simply supported slab exposed to fire from beneath. If the reinforcement is strai2ht and uniform [hrouahout [he length, the nominal mo- ment scrength will be constant throughouc the length: M, = A,1,( d _ i ) ) (2-1) where A, is the area of the reinforcing steel f is the yield strength of the reinforcing stee] d is the distaoce from the centroid of the reinforcine steel to the exereme compressive fiber a is the depth of the equivalent rectangular compressive stress block az ultimate load, and is equal to A,f,/0.85f 'b where f' is the cylinder compressive sLrength of the con- crece and b is the width of the sla6 If [he slab is uniformly loaded, the moment diagram will be parabolic with a maximum value at midspan: (2-2) 8 where w is dead plus live load per unit of length, and 1 is span leneth. It is generally, assumed that during a fire the dead and live loads remain conscant. However, the materia] strengths are reduced so that the retained nominal moment strenath is: °e 1 (?.3) M„e = A,f?e ( d- Z J in which d sianifies the effects of elevated temperatures. Note that A, and d are not affected, but f,H is reduced. Similarly ap is reduced, but the concrece stren?ath at the top of the slab, f,, is generally not reduced significantly. If, however, the com- pressive zone of the concrete is heated, an appropriate reduc- tion should be assumed. Flexural failure can be assumed to oceur when M„His re- duced to M. From this staiement, n can be noted thac the fire endurance depends on the load in[ensity and the strength- temperature characteristics of steeL In mm, the duration of the fire until the "criucal" steel temperacure is reached de- pends upon thcprotection afforded co the reinforcement. Usually the procection consiscs of the concrete cover, i.e., the thickness of concrece between the fire exposed sarface and the reinforcemenc. In some cases. addicional protective layers of msulation or membrane ceilingp might be present. For prestressed concrete the nominal moment screneth for- mulas must be modified by subscituting fn, for f, and An, for A,, wheref, is the svess in the prestressing steel at ultimate load, and Ap is the azea of the prestressing steel. In lieu of an analy- Y,• ? : ? ? 414 i_ j-. ? ? s a 216R-6 I ? MANUAi OF CONCRETE PRACTICE Ii- fective u" rather than "u". E(feciive u accounts for beam width by assuming that the u values for comer bars or [endons arc reduced by one-half for use in calculating the average u. Examples 1 and 2(in Chapter 8) illustrate the use of Fig. ?.l?.I in estimaung the fire endurancz of a slah and a bcam. Note: Gustaterro and Martm (1977) present a\. riety of ex- amples usmg prestressed concre[e. The same pnnciples are applicable ro reinforced concrete. + M 0 + MO " ny (M 0 hr (M 3hr Fig. 2.2.1-Moment diagrams for one-half of a continuous three-spair bearn before mid during fire eaPosure sis based on strain compatibility the value of fl, can be as- sumed to be: l f'r = .fr,,, r \ 1 - 0.5AbdJ? j °? / : (2'4) where Jp, is the ultimate tensile strength of the presvessing steel. 2.1.2 Estimatirsg structural fire endurance Fia. 2.1.2.1 shows the fire endurance of simply supported concrete slabs as affected by type of reinforcement (hot- rolled remforcing bars and cold-drawn wire or strand), type of conerete (carbonate, siliceous, and lightweight aggre- sate), moment intensity, and the thickness of concrete be- tween the center of the reinforcement and the fire exposed surface (referred to as "u"). If the reinforcement is dis- vibuted over the tensile zone of the cross section, the value of u is the averaoe of the u distances of the individua] bazs or strands in the tensile zone. The curves are applicable to the bottom face shells of hollow-core slabs as well as to solid slabs. The graphs in Fis. 2.1.2.1 can be used ro esumate the fire endurance of simply suppor[ed concrete beams by usmg "ef- 2.2-Continuous beams and slabs 2.1.1 Structural beleavior Strucmres that are continuous or otherwise statically inde- terminate, undergo changes in stresses when subjected to fire (Abrams et al. 1976; Ehm and van Postel 1967; Gustaferro 1970; TNO Institute for Structura] Materials and Building Strucmres Report No. B I-59-22). Such changes in stress re- sult from temperature gradients wichin scructural members, or changes in strene[h of structural materials at hieh tem- peratures, or both. Fig. 2.2.1 shows a continuous beam whose underside is exposed to fire. The bottom of the beam becomes hotter than the top and tends to expand more thao the top. This differen- tial heating causes the ends of the beam to tend to lift from their supports, thus increasino. the reaction at the interior sup- porL This action results in a redistribution of moments, i.e., the neeative moment at the incerior support increases while the positive moments decrease. Durino the course of a fire, the ne=ative moment reinforce- ment (Fig. 22.1) remams cooler than the positive moment reinforcement because it is better protected from the fire. Thus, the increase in neeative moment can be accommo- dated. Generally, the redistribution that ocwrs is sufficient to cause vieldine of the neeative moment reinforcement The resulting decrease in posrtive moment means that the positive moment reioforcement can be heated to a higher temperature before failure wil] occur. Thus, it is apparent that the fire en- durance of a continuous reinforced concrete beam is gener ally significantly loneer than that of a similar simply sup- ported beam loaded to the same moment intensity. 2.2.2 Detailing precautiotts Ie should be noced that the amount of redistribution that oc- curs is sufficien[ to cause yielding of the negative moment reinforcemen[. Since by increasing the amount of negative moment reinforcement, a grea[er negative moment will be at- tracted, care must be exercised in designing the member to assure that flexural tension will Qovern the desi?n. To avoid a compressive failure in the negative moment re.pon, the amount of negative moment reinforcement should be smal] enough so that ry, i.e., Af,lbdj' is ]ess than about 030 even after reductions due to temperature in f,., f,', b, and d are taken into account. Furthermore, the negative moment rein- forcing bars must 6e long enouoh to accommodate the com- plere redis[ributed momeni and change in the bcation of in- flection points. It is recommended that at least 20 percent of the maximum negative moment teinforcement in the span ex- tend throuahout the span (FIP/CEB Report on Methods of Assessment of Fire Resistance of Concrete Structural Mem- bers1978). w...? ..... ? FIRE ENDURANCE OF CONCRETE ELEMENTS •CHAPTERB-EXAMPLES T?e six examples that follow illustrate calculation tech- niques discussed m Chapters 2 and 3 and use data presented in Chapters 5 and 6. Example 1-Determination of fire endurance of a simpiy supported one-way slab Given: A simply suppor[ed one-way slab reinforced with #4 Grade 60 bars on 6.0 in. (150 mm) centers. The slab is made of carbonate ageregate conerete with a density of 150 pcf (2400 kg/m'). Its specified compressive strength is 4000 Procedure Calculation in Step 1-List known values Reinforcement db = 0.500 in. Ah = 0.20 in.z units I Calculation in sl metnc unas A, _ ?? (0.20) = 0.40 in.zfft 6 f. = 60.000 psi cover = 0.75 in. u = 1.00 in. Slab h = 6.0 in. / = 14.8 ft f,' = 4000 psi Loading " , _ ]00 psf wd = 6 (150) = 75 psf 12 Reinforcement db = 12.7 mm Ab = 129 mm2 A, _ 1?? (129) = 860 mm' ? f,=410MPa , cover = 19 mm u=25mm ? Slab , h = 150 mm 7 = 4.51 m f = 28 MPa Loading w, = 4.8 kPa 150 (9.8 k? r2400 ° ]000 \ Nm \ 1000 = 3.5 kPa Step 2-Calculate M from M = w_Il 8 Step 3-Calculace M, from M?=A,f,?d-21 l To do so, d and a are needed d = h - cover - % dn a _ A.f, 0.85j' 6 x, _ 100 + 75 = 175 psf M = 175(14.8)2 8 = 47901b-fUft width d=6A-0.75-'/(0.500) = 5.0 in. 0.40 (60.000) a 0.85 (4000) (12) = 0.59 in. w = 4.8 + 3.5 = 8.3 kPa M = 83 (4.51)z 8 = 21 kN-Mm wid[h d = 150 - 19 - %(12.7) = 125 mm 860 (410) 0 0.85 (28) (1000) _ ]5 mm 216R•27 psi (28 MPa). Cover is 0.75 in. (]9 mm). The slab is 6.0 in. (150 mm) thick and its span is 14.8 ft (4.5 m). Live load is 100 psf (4.8 kPa). ???ri??r?r v/ vV?\??l??G rf?nrllVG Example 1-(Continued) , „Procedure Calculation in inch-pound units Calculation in SI Metric units Step 3-(Continued) / ? 5.0 - 0.59\1 125 _ 15 ) ( ., M? = Ar f t d- a M _ 0.40 (60,000) 2 J M 860 (410) 2 2? q n _ 12 (inJfq (1000 kg/g) (1000 mm/m) = 9400 Ib-fUft width = 41.4 kN-m/m width Step 4-Calcu]ate M/M„ MJMn _ 4790 _ 0.51 M/M =?? = 0.51 9400 " 41.4 Step 5-Calculate m from m = A, f,l(bdj') 0.40 (60,000)/[12 (5.0) (4000)] m = 860 (410)/11000 (125) (28)] = 0.10 = 0.10 Step 6-Fmm graph for cazbonate aa For u= 1.0 in., MIM, = 0.51, and For u= 25 mm, M/M„ = 0.51, and gregate concrete with reinforcing bus m= OJO, r? = 0.10, on Fig. 2.1.2.1, read fire endurance for eiven u and calcula[ed MIM, and w fire endurance is just over 2.5 hours fire endurxnce is jest over 2.5 hours Example 2-Determination of fire endurance of a prestressed concrete beam Given: The prestressed beam shown in the sketch. Beam is made of lightwei;ht concrete. MIM, is 0.50 and Wa is 0.306. Z in ` (SOmq_ ?I ?lin. ? (25mm) 8-1/p in. (12.7mm) diameter stronds Procedure Calculation in inch•pound units Calculation in SI Metric units S[ep I-List known values M/M = 0.50 MIM, = 0.50 mn = 0.306 o), = 0.306 cover +%z dn = 2 in, cover +% dh = 50 mm Step 2-Determine effective u where for interior bazs, u= cover +%a dh u= 2 in. u= 50 mm and for comer bars, u = 'h (cover + '/> db) u = % (2) in. u = V, (50) mm effecnve u = average u (?) (2.0) effective u = 6 (2.0) + (% ) (50) effective u = 6 (50) + $ g = 1.8 in. = 44 mm Step 3-From graph for li=htweight For effective u= 1.8 in.. M/Mn = For effec[ive u= 44 mm, M/M = concrete on Fie. 2.1.2.1, read fire en- 0.50, and wp = 0306, 0.50, and ai, = 0.306, ' durance for calculated effec[ive u and grven M/M. and wp fire endurance is just over 2% hours fire endurance is just over 2% hours Metropolitan Waste Control Commission Mears Park Centre, 230 East Fifth Street, St. Paul, Minnesota 55101 612 222-8423 December 15, 1988 Mr. Joe Merchak Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Merchak: This letter is to inform you that the Metropolitan Waste Control Commission has made a SAC determination for the Cray Research, Inc. - Lone oak Project to be located within the City of Eagan. It has been determined that 30 SAC Units should be assigned to this building. This determination was made as follows: Charges: Showers 2 showers @ 1 shower/SAC Unit Warehouse 423 sq. ft. @ 7000 sq. ft./SAC Unit Office 13,611 sq. ft. @ 2400 sq. ft./SAC Unit Conference Room 1304 sq. ft. @ 1650 sq. ft./SAC Unit Classrooms 11,832 sq. ft. @ 30 sq. ft./Student @ 18 Students/SAC Unit Total Charges If you have any questions, please call. S' cerely, ?.oS Donald S. Bluhm Staff Engineer DSB:RWJ cc: S. Selby, MWCC Carolyn Krech, Finance Department, Eagan John A. Shea, McGOUgh Const. Co., Inc. ? (ByeaII's SAC Units 2.00 0.06 5.67 0.79 21.91 30.43 or 30 a930°R933 1 ? Memorandurn TO: All Participants Lindahl Nelson DATE: November 7, 1988 RE: FROM: Raffcrty Lackens Talbert LaFrance Ramerth Berman Ketcham Newland The Alliance ARCHITECTURE PLANNINC [N]'ERIORS Oetjens Lam File COMM. NO. 8852 Preliminary Review MeeHng of Software Training Building Cray Research,Inc. Lone Oak Project, Eagan ELLEN OLSON A meeting was held at 1:30 p.m. Thursday, Novcmber 3, 1988 at the City of Eagan offices to introduce the Lone Oak Project to the building officials and review in more detail, the Software Training Building. Those present at the meeting: Joe Merchak (Construction Analyst) Eagan Dale Wegleitner (Fire Inspector) Eagan Dale Beckmann BRW Jim Frisell McGough Peter Vesterhoit The Alliance Ellen Olson The Alliance A summary of the discussion follows: 1. GENERAL A. Vesterholt reviewed the overall site plan and explained the construction sequence of the seven buildings to be developed on the site in the next two years. B. Olson indicated that all the buildings will be of Type I conshvction, and fully sprinklered. C. Olson reviewed the program, occupancy type, and building plans for Software Training. 2. EXITING A. Merchak inquired about the Kitchen/Lounge on Leve13 which is open ro the exit corridor, as well as the Lounge on Level I adjacent ro the exit corridor. He indicated that these non-enclosed areas may not be allowed, and he would need to look into them further. B. Merchak stated that the 3305(g) fire-resisHve construction exceprion for office spaces may be applied to this building, as long as area separations are provided, and the exiting path does not go from a higher protected area through a less protected area. 400 Ciifron Avenue South, Minnopalia, MlnneaMa 55403; 61LB91-5703; Fay 612/971 :R12 I MEMORANDUM Page Two November 7, 1988 3. FIRE PROTECTION SYSTEMS A. Wegieifier indicated that a fire connecfion for Software Training needs to be provided within 100 feet of the across drive for the fire truck. This connection can either be mounted on the building face near the enhy, or be a remote free-standing connection near the drive. B. Wegleimer and Merchak stated that they will look into the standpipe enclosure requirements. (It should be noted that acwrding to Table 38-A, items 3 and 5, them is no requirement for standpipes in this building.) C. An annunciator panel will be located in the main lobby area on Leve12. D. A key box will be required since the 24-hour central supervision of Software Training and others will likely be located in a remote location. E. Wegleitner indicated that a post indicator valve would not be required. 4. MISCELLA2VTEOUS ITEMS A. Merchak indicated that a draftstop may be required on the soffited areas of Software Training. He will look into this further. B. Olson agreed to send to Merchak, a copy of the occupant load drawing and calculations done for Software Training, as well as the overall code review and the building schedule for thc sitc. C. The 1985 Uniform $uilding Code will be applicable for this building and others seeking building permits in 1988. After that the 1988 UBC may be in effect. Merchak agreed to further discuss which code will apply to CCN, Commons, and SoEtware Division. EO/smr Memorandum The Alliance ARCHITECTURE PLANNING INTERiORS TO: Joe Merchak Construction Analyst City of Eagan DATE: November 4,1988 RE: Building Cade Review Cray Research,Inc. Lone Oak Project, Eagan FROM: ELLEN OLSON COMM. NO. 8850 Following is a building code review for Cray's Lone Oak Project. Included is a list of all applicable Federal, State, and Local rndes along with a list of agencies and agency contacts. Please note that this review was intended to be a guide for all the buildings to be constructed on this site, thus some secfions included may not be applicable to the Sofrivare Training Building. EO/lah -1- 6oa CliEton Aveaue Soulh, Minneapolb, Minnuata 55403; b1L8]]•590.1; Fas 61LW1J312 BUILDING CODE REVIEW ?A. Project Name: Gay Reseazch Inc. Lone Oak Project. ,/g. Project Location: Lone Oak Drive and L.one Oak Road; Eagan, Minnesota VC. Applicable Federal, State, and City Codes along with a list of agency and agency contacts are as follows: -Building Code - Minnesota State Building Code, February,1987 Edition, which has adopted the 1985 edition of the Uniform Building Code (See State Ree?,ister" Monday,l8 August 1986 for the Minnesota State Building Code Amendments). ?Fire Code - Minnesota Uniform Fire mde which adopts by reference the 1982 Uniform Fire Code and Nadonal Fire Codes 1982 editions. - Life Safety Code - NFPA Life Safety Code (101),1981 editlon. - Plumbing Code - Minnesota Plumbing Code, Extracted from Minnesota Rules 1983 as in effect on January 7,1985 and Minnesota State Building Code. - Mechanical Code - Heating, Ventilaflon, Air Condirioning, and Refrigeration Rules extracted from Minnesota Rules 1983 as in effect ]uly 31, 1983. ?Energy Code - Minnesota Energy Code, which adopts the Model Energy Code, 1983 ediHon Extracted from Minnesota Rules 1985 as in effect on February 10, ]986. L,Barrier Free - See Chapter 1340 in the Minnesota State Building Code. -Zoning Code - Eagan Zoning Code, Reprinted (Revised) 1987. .- Electrical Code - National Electrical Code, 1987 edition and Minnesota State Building Code, Chapter 1315. ? OSHA - State oE Minnesota Department of Labor and Industry Occupational Safety and Health Standards. These standards adopt the Federal Occupational Safety and Health Standards by References. ? and Supplement A17.1a-1985 The American National Safely Code for Elevators, Escalators, and Moving Walks. ?. City Code - Chapter 4, "Construcdon Licensing, Permits, and Regulation, Including Signs, Excava6ons, and Mobile Home Parlcs." This chaprer adopts the applicable codes and regularions listed above. ? Food Code - Minnesota Department of Health Requirements for Food and Beverage Establishments. -2- Agencies: CITY OF EAGAN 3830 Pilot Knob Road P.O. Box 21199 Eagan, MN 55121 Joe Merchak Plan Reviewer 454-8100 Dale Wegleitner Fire Inspector 454-5274 The City of Eagan requires two sets of stamped and signed plans tor review. A tooting and ? foundation plan review will take 5 working days; a full plan review of architectural, mechanical etc. wili require ten days for approvals. ? MINNESOTA DEPARTMENT OF HEALTH 717 S.E. Delaware Street Minneapolis, MN 554 (612) 623-5275 Bob Lashbrook Assistant Chief of Environmental Field Services (Title) The Minnesota Department of Health requires 3 se[s oF plans for review. ? MINNESOTA DEPARTMENT OF ADMINISTRAT'[ON State Building Code Division Metro Square Building, Suite 408 7th and Roberts Streets St. Paul, MN 55101 Elroy Berdahl All services (quesdons on) 296-9991 Tom Joachim SecHon Chief for Plan Review 296-4630 Mike Godfrey All services (questlons on) 296-2922 ? E. The State Building Code Division does NOT review the plans on this parHcular project bu[ will answer questions on the state mdes. Building Code , 1. The following building code was taken from the 1985 ediHon of the Uniform Building Code. ,i2. The Softwace Training Building consists of the following building components with occupancy classificadons as listed: Office Areas &2 Computer Operations B-2 Storage and Loading Dock B-2 Classroom and Conference Facilities a. Where all rooms have an occupant load of B-2 less than 50 b. Where any assembly room has an occupant A-3 ]oad of 51 to 300 -3- 3. Occupancy separations required: Chapter 5, Table 5-B. None requimd between the A3 and B-2 occupancies of the Software Training Building. --4: Allowable Floor Area - Chapter 5. a. All occupancies unlimited with Type I FR congtrucHon, Table 5-C (.< x. H - I ? z) 5. Maximum Height of Buildings a. Unlimited height with Type I FR. consttuction, Table 5-D. b. Unlimited stories with Type I FR. construclion, Table 5-D. b£x , H^ 0 _-f? Pedestrian Walkways - Chapter 5 SE "LT100 5 09 a. Walkways mnnecting sepazate buildings do not need to be considered as buildings, but must be wnstructed of non-combustible materials, if used exclusively for pedestrian traffic. b. 222ELngs from buildings to pedestrian walkways must be protected with 20 minute rated doors and frames haing a smoke control asketed assembly (509c). quso cvnnPC,tj vu.'?T't "TA?L6' ?-R c. The maximum distance behveen connected buildings measured within a sprinklered pedestrian walkway is 400 feet. d. Pedestrian walkways at other than grade shall not be used as mquired exits. e. Enclosed pedestrian walkways must be provided with means for venHng smoke to the exterior (Mn. 1305.1590). 7. Storage Areas - Do not require a one-hour separation when the enHre building is ? sprinklered,702. -(&GSis o- l'? w?+N re?l S+wm? af :is-Z Nacku?? 8. Type of ConstrucHon, Chapter 17 a. In conjuncNon with Table 5-C and Table 17-A, Type I construcbon shall be used. b. Fire-Resistive Requirements, Table 17-A. uNPRUTEC:T0D NON-CbM$05115-E CoNSTR• (1) Exterior Nonbearing Walls - no raring required where building fronts on a street or yard at least 40 feet wide,1803 (a) Exception number 1 and 3. !?"X H; I-FIR NDN-COM(dU5T. WNE7?KbfVVWG? o,h'•/ 2-NOC Ncom7???5rwaA? PRdf?°.t.T uP6?(2) Structural Frame - 3 hours. Note: Sectlon 1702 defines structural frame as the columns and the girders, beams, trusses, and spandrels having members which are essenHal to the stability of the building as a whole. The members of floor or roof panels which have no mnneclion to the wlutnns shall be considered as secondary members and not part of the structural frame. S e? µ?5 ?,?„TI 1 ,4 4fite.?or ?oT1?-T ? ? fLY.TFRr? wAw QQ?, (3) Permanent PartiHons - ] hour. - tJ100'p peIU$7 SiF HaN- (-uMB -? 7N£ P- 2? (4) Shaft Enclosures - 2 hours. (5) Floors, includes secondary structural members - 2 hours. (6) Roofs, includes secondary structural members - 2 hours. See IYoL -4- (7) For additional requirements for Type I construction, see Chapter 18. Qu.-Ecav ori.i5 _ 58.: 32UZCb0 c. Folding, Portable, or Movable Partitions need not have a fire resistive raring but must meet required flamespread classifications,1705 (c). d. Walls fronting on yards having a width of 40 feet may have wood veneer on the exterior, providing the veneer is less than 15 feet above grade and is placed on a non-combustible surEace. Fire retardant wood may be used to a height of 35 feet, 1705(d). V? Atria a. Airium minimum floor opening is 400 squaze feet for three to four stories, with a 20' minimum clear opening, Table 17-B. The minimum floor opening is 900 square feet for a 5-7 story building with a 3Q' minimum cleaz opening. b. Ventiladon - When the height of an atrium is less than 55'; the supply air may be induced by gravity, provided smoke wntrol is accomplished. Exhaust system within space and 50% of supply at lowest level. Smoke ezhaust at highest level, Section 1715 (b). c. Endosure - A 1-hour separation required from adjacent space, but open exit balconies (100' or less) are permitted. Openings in atrium enclosures are permitted where smoke and draft protection is provided, Section 1715 (c), See also Section 3305 (h). Fixed glazed openings in the atrium enclosure shall be equipped with 3/4 hour rated fire windows. The total area shall not exceed 25% of the common wall area. d. Separation between the tenant space and the atrium may be omitted on a maximum of any three floors, Sec6on 1715C. e. C7ear Openings - 20' clear for 3-4 floors; 30' cleaz for 5-7 floors. 10. Shaft Enclosures (1706) a. Every shafr enclosure shall be protected by a self closing fire assembly, conforming to Section 4306, and in the following manner: 2-hour rated shaft: 1-1/2 hour rated opening oyz 2?'? ? our raCed sh??-hour rated opening b. An enclosure is not required for openings that serving only one adjacent floor, pmvided that the floor does not contain openings serving other floors. -F'', c?rtce'..IC? wrJ,iv7 buil?'?r?rn 11. Uniform and Concentrated Fioor Loading - Table 23-A co h Sa Qw-.h 01'? v y a. Access floor systems - Table 23-A Office Use - 50 psf (uniform) 2000 psf (concentrated) / Computer Use - 100 psf (uniform) 2000 psf (concentrated) -5- 12. Minimum Roof Live Loads - Chapter 23 a. Refer to Table 23-C b. Refer to Section 2305 (See also MSBC Section 1305.4700 amendment) 13. Masonry Construction - Chapter 24 a. Refer to Table 24-1 14. Concrete Construction a. Refer to Chapter 26 15. Steel Construction a. Refer to Chapter 27 16. Excavations, FoundaHons, and Retaining Walls a. Refer to Chapter 29 17. Veneer Construction a. Refer to Chapter 30 18. Roof ConsWCtion and Covering a. Refer to Chapter 32 b. Roofs shall be stoped for drainage, 3207 (a). Also refer to 2305 (f), c. Overflow drains or scuppers are required, 3207 (c). 4?e e M SZC1305 • 5'7v0 d. Roof drainage water is not allowed to flow over public property, 3207 (e). 19. Exits - Chapter 33 . a. Exit door capacity equals occupant load served divided by 50,3303 (b). Where intended use not listed, building offiaals will establish an occupant load based on intended use, 3302(a). ? b. Minimum exit door width and height is 3'-0" x 6'-8". Maximum width of door leaf is 4'-0", 3304 (e) and (E). c. Exit doors when open shall have a cleaz width of not less than 32". Verify clear " width of door when panic hardware is used, 3304 (e). d. Storage rooms exceeding 9000 s.f. require 2 exits. Assembly spaces and classrooms with more than 49 occupants mquire at least 2 exits. Kitchens, mechanical rooms, offices, locker rooms, and warehouses with more than 29 occupants require at least 2 exits, Table 33-A. e. Travel distance to an exit shall not exceed 150 feet or 200 feet in a sprinklered building, 3303 (d). 4 n ! W' r' )a 5"i I 5U i n ra-4-??,.1 cID Wi L0,. -6- ?/f. Adjoining Rooms - rooms may have one exit through an adjoining room or intervening room which provides direct means of travel to an exit corridor of fire stair. F.xits shall not pass through kitchens, storage rooms, etc.. Foyers, lobbies, and reception moms wnstructed as requimd for wrridors shall not be wnstrued as intervening rooms (3303e). Corridors serving as a required euit shall not be interrupted by intervening rooms. Exception: Eoyers, lobbies, or reception rooms conshucted as required for corridors shall not be construed as intervening rooms (3305a). .-g- IJoors shall swing in the direction of exit travel when serving any hazardous area or when serving an area having an occupant load oE 50 or more, 3304 (b). h. Doors shall have a landing on either side which cannot be more than 1/2" lower. When, doors swing open over a landing, the landing shall have a length of not less ?. ?: ttian '-0, 3304 (h). MSBC 1340.0300 requires the landing to extend at least 72" on / ?ch side of the door. , i. Minimum corridor width is 44", 3305 (b). Minimum clear height for corridors is 7'-0", 3305 (c). .`'- '•1 ? j. Handrails and doors, when fully opened, shall not reduce the required width of a corridor by more than 7". The swing of a door into a corridor shall not reduce the width of the corridor by more than one-half. Trim may project onto the required width of a corridor 1-1 /2" on each side, 3305 (d). ? k. Dead end corridors may not exceed 20 feet, 3305 (e). This requirement applies only where there is a requirement for a protected-coFridor-comp}ying-cvith-Sec6on 3305($). rn0 ?T_ 4 Inco-.i on ,. `u1 .{. . 1. Corridor walls, except corridors more than 30 feet wide with at least one exit independent from the corridor, shall be of not less than 1 hour fire-resistive conslruction, 3305 (g). m. One hour corridor required if serving a load of 30 or more. Walls may have 20 L minute doors, 3305 (h). Windows in one hour corridor wal?s shall have 1/4" wire glass and steel frames and shall not exceed 25% of the corridor wall of the room which it is separadng fmm the corridor. See mSSC 1305.5909 n. Corridor wall and ceiling need not be rated if within a sprinklered office occupancy with a load of less than 100, provided that smoke detectors aze installed according to their listing 3305°'excepNon 5. o. Minimum number of exits required per floor, based on occupant load: 0-500 occupants 501-1000 occupants 1001 or more occupants 2 exits 3 exits 4 exits ?en??re -7- ,,/p. Occupant loads, Section 3302, Table 33-A: (1) Design Loads- Assembly Areas (less-concentrated use) Classrooms Locker Rooms Storage and stockrooms Warehouse Offices Garage Kitchen Mechanical 1 person/15 s.f. 1 person/20 s.f. 1 person/50 s.f. 1 persanJ300 s.f. 1 person/500 s.f. 1 person/100 s.f. 1 person/200 s.f. 1 person/200 s.f. 1 person1300 s.f. v? (2) Exceptlon: Accessory use areas which ordinarily are used only by persons who occupy the main areas of an occupancy shall be provided with exits as through they are rnmpletely occupied, but their occupant load need not be included in rnmpuHng the total occupant load of the building, Section 3302 (a). i V/(3) Actual Occupant I.oad Software Training BuildinQ Level 1 OccupantLoad: Offices 6258/100 = 63 Classrooms 12,210/20 = 611 Assembly Areas 1220/15 = 81 Storage/Mechanical 3,763/300 = 13 TOTAL = 767 First Adjacent Floor Load (50% of Level 2) = 0* Next Adjacent Floor Load (25% of Leve13) = 0 Total Load = 767 Total Width Required = 15.34' Exits Required = 3 Leve12 OccupantLoad: Offices 8283J100 = 83 Classrooms 10,749/20 = 538 Library 672/50 = 14 Lockers 399/50 = 8 Srorage/Mechanica12091/300 = 7 TOTAL = 650 First Adjacent Floor Load (50% of Level l) = 128 First Adjacent Floor Load (50% of Leve13) = 0** Total Load = 778 Total Width Required = 15.56' Exits Requimd = 3 -8- Level OccupantLoad: Offices 9146/100 = 92 Assembly Areas 1054/I5 = 71 Storage/Meckianical 979/300 = 4 TOTAL = 167 First Adjacent Floor Load (50% of Level 2) = 109 ' ** Next Adjacent Floor Load (25% of Level l) = 64 Total Load = 340 Total Width Required = 6.8' Exits Required = 2 " Leve12 has direct access to grade, and does not pass through Level 1 for required exiting. Leve13 has direct access to grade, and does not pass through Levels 1 or 2 for required exitlng. **" Assumes only 1/3 of the total occupant load of Levels 1 and 2 will exit through Leve13. The appropriate percentages for adjacent floors are applied to this number. 20. Stairways - Chapter 33, Seclion 3306. ?a Minimum of 2 risers per stair, 3306 (a). ?.ti. Stair width - serving 50 or more, not less than 44", and serving 49 or less not less than 36:, 3306 (b). Minimum landing size to equal the width of stair. k. Rise and run - riser height shall be not less than 4" nor greater than T'. The tread shall be not less than 11". The greatest riser height cannot exceed the smallest by more than 3/8" within any flight of stairs. The largest tread cannot exceed the smallest by more than 3/8" within any flight of stairs, 3306 (c). t,d. Vertical distance between landings shall not exceed 12'-0", 3306 (i). e. Stairways wider than 88" require intermediate handrails. Intermediate handrails cannot exceed 88" on center. This applies to exterior stairs as well. Handrails are to be not less than 30" nor more than 34" above the nosings. One handrail shall extend not less than 6" beyond top and bottom risers (check local handicapped code on this). Handrail grip portion shal] be not less than 1-1/4" nor more than 2" and shall have a space of not less than 1-1 /2" between wal] and handrail, 3306(j). -'f. In any building four or more stories high, one stair must extend to the roof, 3306(0). All other required interior stairways, which extend to the top Floor in a building four or more stories high, require a roof hatch, 3306 (m). .? g. Headroom in stairways shall not be less than 6'-6", 3306(p). Even though the code only requires 6'-6", try to design to a minimum 7-0" headroom at stairways. (-- h. Stairway numbering signage is required in buildings four or more stories high. ?21. Ramps - Chapter 33 . se t? a. (Sp M S 'DC. ! 3? (lU . C? ,?, U ,.) - a. Ramp width requirements same as for stairs, 3307(b). -9- /b. Exit ramps shall have a slope not steeper than 1 to 12. All other ramps shall have a slope not steeper than 1 to S, 3307(c). ic. Ramps having slopes steeper than 1 to 15 shall have landings at the top and bottom and at least one intermediate landing for each 5 feet of vertical rise. Landings shall have a length of 5 feet except bottom landing shall have a length of 6 feet. Doors shall not reduce the width of a ramp landing to less than 42", 3307(d). ,d. Ramps having slopes steeper than 1 to 15 shall have handrails as mquired for stairs except that intermediate handrails are not required, 3307(e). 4. Ramp surface shall be slip-resistant, 3307(g). i22. Horizontal Exdt - Chapter 33 A. A horizontal exit shall not serve as the only exit, 3308(a). Vb. A horizontal exdt shall lead to the exterior or to a holding area (on the opposite side of the 2-hour wall) which is sized to accommodate the occupant capacity at 3 square feet per occupant, 3308(c). 23. Stairway, Ramp, and Escalator Enclosures - Chapter 33 ` a. All stairways, ramps, and escalators shall have 2 hour enclosure walls in buildings more than 4 stories and in Type I buildings, 3309(a) and (b). _-- b. Enclosure walls are not required for a stairway, ramp or escalator serving only one adjacent floor and not connected with corridors or stairways serving other floors, 3309(a) Exception No. 1. c. In Group S2 occupanoes, 50% of the exits may discharge through a street level lobby. PROU10a'o?(_ 17S 4N OFFKE g?,ulD/HG C'? `LX"T tsiibTFl ?b FRC:C-. 'fa ?''/+OBe7RUC'IV`? d. Smokeproof enclosure a e required for buildings w'Ath floorsi od more than 75 feet above fire department access, Section 3310. ?3? e< xc.?_?rh o,?s? c--e: See MSBC Schion 1340.0300 for handicapped ramp requirements. 24. Exit Illumination - Chapter 33 a. Exits shall be illuminated with light having intensi of not less than 1 foot candle at floorleve1,3313(a). 33/30) / Sepq.ra_A?G Saurc_d? too?Y 3313Ch)2 b. Exit signs areto be ?rovided t required euit doorways, and must be illuminated, 3314(a). C'/?ar?e brahch circuiy ' 33JL/??)1 5 e'uA.ct. 0P !a "'`n-f- 331 ????'2 25. Group A, Division 3 Occupancies ?a. For Group A-3 occupancies having an occupant load of 50 or more, exit doors shall not be provided with a laMh or lock unless its panic hardware. See 3318 (a) for excepHon to this requirement for main exits. -ia / 26. Skylights - Chapter 34 a. Glass for skylights shall be wire glass, laminated glass or tempered glass, minimum thickness 7/32". If wirn glass is used, supports in one direclion must be provided spaced at no less than 25", 3401. If tempered glass is used, protecticre screens are required,3403. 27. Fire-Extinguishing Systems - Chapter 38 ?a. An automatic sprinkler system shall be installed in every story or basement of all buildings when the floor area exceed 1500 square feet, where fire depaztment access is not provided as per 3802(b). b. Refer to 3802(05 for sprinkler mquirements at stage areas. ; c. SprinMer system shall be supervised by a central station or local alarm which will give an audible signal at a wnstandy attended location, 3803. d Sprinklers may be omitted, subject to the approval of the building official and the ? fire chief, in the following areas, 3804. (1) Where sprinklers are mnsidered undesirable because of the nature of room mntents. ,(2) Where the applicarion of water to the room contents may rnnstitute a serious life or fire hazard. (3) Communication equipment areas under the exclusive mntrol of a public communication utility agency. 28. Standpipes - Chapter 38 i a. Class I, II, and III standpipes and fire hose are to be provided as per Table 38-A. As nMENVcD ? Based on this table, the Software Training building has no mquirement for standpipes (See Items 3 and 5). A+-sc> '57E1V•. ?_ P?-t? A rN??UZI ib. Refer to Section 3805(a) for requirements in locating standpipes. ? 29. Maximum Ftame Spread Classifications - Chapter 42 a. F7ame spread classificarions may be reduced one classification in sprinklered buildings,4204(aC?ceptionNo.2. B,,zA ??i At'p:ke? t?n GIaJr-71C t1?04 b. Enciosed vertical exitways shall Class.I 26-75) and all other rooms are areas shall be Class III (76-200) per Table No. ?42=B and Exception No. 2 of Section 4204(a). ! 30. Fire-ResisfiveStandards-Chapter43 ,a. Conduit and pipes shall not be embedded in required fire protecflon of structural members, 4303(b)4. vb. Column fire protection subject to injury shall be protected in an approved manner, 4303(b)5. ?c. Wiring in plenums shall comply with the Mechanica] Code. ( -11- d, Fire-resistive assemblies for protecflon of openings - Seclion 4306. e. Glazed openings in fire doors having a 3/4 hour rating, shall be limited to 1296 square inches. ?re'- 0'r Zh t' 1 ' f: Glazing in fire rated assemblies shal] be 1/4" wire glass. Glass not conEorming to this requirement may be used when qualified by tests in accordance with UBC Standards No. 43-2 or No. 43-4. 4306(i). , g. Refer to Table No. 43-A, 43-B, and 43-C for minimum tire protection requirements. 31. Elevators, Dumbwaiters, and Escalators - Chapter 51 - a. See MSBC Chapter 1320 - Elevators. _32. Protectlon of pedestrians during construcflon or demolition - Chaprer 44. ?31 Permanent occupancy of public property - Chapter 45. L?4: Glass and Glazing - Chapter 54. a. Refer to UBC Standards No. 54-1 and 54-2. -b. Each light of glass shall bear the manufacturei's label designating the type and thickness of glass. In lieu of Uvs, an affidavit can be provided by the glazing contractor when approved by the building official, 5402. e. Refer to 5406(d) for locations requiring safety glazing. d. Refer to Tables No. 54-A and 54-B for maximum allowable area of glass. 35. Refer to Minnesota Energy Code for energy rnnseroaHon. Also, mntact local officials for any addidonal or different requirements. 36. Refer to Appendix Chapter 70 for excavation and grading requirements. Minnesota State Building Code 1987 1. 1305.2000 (UBC Section 709) Amend UBC Section 709 adding new paragraph to read as follows: Every parking ramp, or other parking facility, shall have spaces to park vehicles which accommodate 7-16 people. Number 2% of gross designed parking, with a minimum of two. 2. 1305.1795 Required Sanitation Fixtures Based on Occupancy Load Aa. Requirements from Table 5-E: Group A Conference Rooms Dining Lounges 1 person/80 S.F. 1 person/30 S.F. 1 person/80 S.F. -12- Group B Office 1 person/200 S.F. Warehouse 1 person/500 S.F. Water Closets (Group A) i-ioo 1 ioi-zoo z 201-400 3 Ocrer 400 1 additional for each 500 Water qoseu (Group B - Offices) 1-15 persons 1 16-35 persons 2 36-55 persons 3 56-80 persons 4 81-110 persons 5 111-150 persons 6 Each addidona150 persons 1 additional fixture Water C7osets (Group B - Warehouses) 1-10 persons 1 11-25 persons 2 26-50 persons 3 51-75 persons 4 76-100 persons 5 Over 100 persons 1 additional fixture for 30 Urinals May be fumished in place of W.C. at the rate of one urinal/ one w.c., but not to exceed 1/3 requirement of w.c. Lavatories (Group A) 1-200 persons 201400 persons 401-750 persons Over 750 persons 1 2 3 1 addirional for each 500 -13- Lavatories (Group B - Offices) 1-15 persons 1 16-35 persons 2 36-60 persons 3 61-90 persons 4 91-125 persons 5 Over 125 persons 1 per 45 I.avatories (Group B - Warehouses) 1-100 1-10 1 per 10 Over 100 1 per 15 l Drinking Fountains Group A 1 for each 300 Group B- Warehouse 1 for each 75 Group B- Office 1 for each 150 ,,Service Sinks 1 per floor b. Calculated Minimum Fixhue Count SoEtware Training Building Levell l.evel2 Leve13 Water Closets 5 6 4 I.avatories 4 5 4 Drinking Fountains 2 2 1 Service Sinks 1 1 1 Note: Use proper percentage for total number between male and female. If not known, use 50% each. 3. Chapter 1315 - Electrical Code National Eleclrical Code, Section 300-22 plus amendments. 4. Chapter 1320 - Elevators and Related Machines ANSI A17.1 -1981, plus A17.1a-1982 plus amendments. 5. Chapter 1340 - Facilities for the Handicapped - a. 1340.0300 Parking: Doors/Doorways: 1 space per 50/12' width cleaz width - 31" space b/w doors (vestJ - 7' 1/2"threshold b: 1340.0400 Sanitarion Facilities - At least one room each sex or one common toilet with 1 w.c., lavatory, urinal for handicapped. -14- -? Buildings with more than 1 toilet room for each sex at least 2 toilet rooms per sex have 1 w.c.,/lavatory/urinal for handicapped. - y Provide lever handled hardwaze for all public spaces. c. 1340.0500 Sizes and Clearances - Toilets: 36" clear space in front and 36" clear width of stall. - Toilet Seat 1T' to 20" A.F.F. - Grab Bars: one each side, or one side and rear with 1-1/2" clearanm hom walls, and 1-1 /2" outside diameter - Mtg. Height: Horizontal Grab Bar: lowest part 10" above toilet seat and extends at least 6" in front of bowl and not less than 12" long. Vertical Grab Bar. 12" in front of bowl from 12" above seat m 30" above seat. - Urinals: 31" clear access width. Front lip not more than 18" A.F.F. - Lavatories: Qear Width 31", clear height 29" under apron and 34" maximum height to rim. L.ever handles. - Mirrors: Maximum height to bottom - 40" A.F.F. - Accessories: one of each mounted so working height is no higher than 40" A.F.F. , G.NFPA Life Safety Cod1 -r r l ____-?` - ---?\ 5-m ??•? 1. Warehouse Requirements ? Warehouse ClassificaHon - Ordinary Hazard; Group 2. S? Wazehouse Requirements (for 25' or less storage height) - 6" transverse flue, no longitudina] flue, no in-rack sprinklers (it should be noted that Factory Mutual does require one level of in-rack sprinklers) 231C-6-8.2.. 2. Raised F1oor and Halon Requirements A fire suppression is not required under the office area access floor, which has an access space greater than 8" when 1) the floor system is mnstructed of non-combusHble materials and 2) no combustible materials such as exposed non-teflon wrapped wiring are located in the concealed space, Chapters 70, 75, and 13 (Appendix A-44.4.4). a,.lSo 'j1'JCc/a.l prUv7z/Wr5 'i:?r • • '"; ? •-' ?r?i5?o?i ? C77'?ce F.'k.ril?iR,c? 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BfE??L_ J?SCpe?- - - - - - - - -- - - - - -- - - -- --------? --- - -------- - ---fi?- - - -- - - ?-'S- ° - Lf?11_OOO - - ?---?- - -- -- ---- ---- - - -- - - --- ---- - - -- -- - - - - - --- _ I - - - -- ? t 6?-- ----- -?-?t??6?'-? ?-L?pv_- - -- -- ? - - - - -- - - ------- ?'?-b-°?? --.?JO$'?D?- - ?-- - -- - --- - ? - ---- - - - - - - -- - - - --- - - - - - - - - - - - -- - -? L L.? W ,A'S?s_Lic _N E k ?f?.'? ? . _????I@t? ? ,± - - - ? -- - --- - - - - -- - - --- - -- - - --?-?,- ? lb? ??? -- - - - - - - - - - : - ? - - -- - ? -- - - -- - - - ?? --? z-- -??r???-- -- - - - - - - - - - - - ? .. - - - - - -- - ---?'?- - e- -`t - 5`?t JV - - - ? ? ?-?1FleC?iT?? t-O ??lATI71'r%?? 7 . . 10.^16-10.206 UNIFOqM FIRE CODE Obstruction of Fire Protection Equipment Sec. 10106. No person shall place or keep any post, fence, vehicle, growth, trash, storage or other materia] or thing near any fire hydrant, fire depaztment connection or fire protection system convol valve that would prevent such equipmenl or hydran[ from being immediate]y discernible or in any other manner deter or hinder the fire department from gaining immediate access to said ? equipment or hydrant. A minimum 3-foot cleaz space shal] be maintained azound the circumference of the fve hydrants except as otherwise required or approved by ? the chief. Access Roadweys for Fire Apparatus Sec. 10.207. (a) Required Construction. Every building hereafter con- m sWCted shall be accessible to fire department apparatus by way of access road- ?4 ways with all-weather driving sudace of not less than 20 feet of unobstrucced ? wid;h, with adequate roadway tuming radius capable of supporting the imposed loads of fire appazatus and having a minimum of 13 feet 6 inches of vertical dearance. Dead-end fire department access roads in excess of 150 feet long shall b be provided wi[h approved provisions for Ihe tuming azound of fire depazimen[ f appara[us. EXCEP770N: When [here are not more than two Group R, Division 3 or M Occupanties as defined in the Building Code, the requirement of this section may be modified when, in lhe opinion of the chief, fire-figh[ing or roscue operations would ? not be impaired. . (b) Obstrucling. The required width of access roadways shall not be obsweted in any manner, including paricing of vehicles. NO PARKING signs or other a?propila:e notice,or both,prohiAiting obswctions may bc required and , shall 6e maimei,ied. (c) Extent. The access roadway shall be extended to within 150 feet of al] portions of the exterior walls of the first story of any building. Where the access ' roadway cannot be provided, approved fire protection system or systems shall be provided as required and approved by the chief. _? (d) Fire•protection Alternate. Where fire-protection systems approved by the chief aze provided, the above required cleazance may be mbdified. (e) Oversizing. The chief shatl have the authority to require an increase in the minimum access widths where such width is not adequate for fire or rescue operazions. ? (f) Bridges. V?here a bridge is required to be used as access under this section, it shal] be consteucted and maintained in accordance with the applicable sections of the Building Code and using design ]ive loading sufficiem to carry the imposed loads of the fire appazatus. Premtses Identltication Sec. 10108. Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Said numbers shall convast with Ne'v background. 40 rj C C % ., • , ., plat appcoval and shall install and maintain such erosion control structuces as appear necessary under the plan or become necessary subsequent thereto. The Developer shall be responsible for all damage caused as the result of grading and excavation within the above development, inclu9ing but not limited to, restoLation of existing control structures and cleanup of public right-of-way, - until all lots are 3evelone9 an9 improvements are completed. As a e portion of the erosion control plan the Devaloper shall re-seed or ? sod any di_=turbed areas in accordanca with the appcoved erosion control plan prepared by B.R.w., Inc. dated Seotember 1, 1987. The City reservzs the right to perform any necessary erosion control or restoration as requiied if these requirements are not complied with after notification by the City as stipulated in paragraoh 9"Default by Developer". Th2 Developer shall be financially responsible for payrent for this =xtra work and subject to the procedures in paragraph 9 of this Contract. N. Park Dedication. The Developer shall comply with the park dedication requirements as defined in Section 13.20, Subdivision 8A(2) of the Eagan City Code. The park dedication for this development shall be fUlfilled through a cash dedication for 1,584,158 square feet at the rate in effect on a squar= foot basis for commeccial/industrial property at the time of buildin3 permit issuance. (The 1987 rate =$0.044 per sguare foot times 1,584,158 square feet equals $69,702.95.) 0. Perrits. It is the responsibility of the developer to determine and obtain all necessary approvals, permits and licenses fcom the City of Eagan, Minnesota Department of Transportation, 10 ?. :-'^?-??'?-"---?r,.-.v?e:sar-:-z:--?.....z_.,..,.?-?;_:__.••-••u,uxv?:?:_.Y: - - - ........,...?-,_..e - -----. _ .. 'x?? ? Lot 1, BioCk 1 Outlot A (Road R/W) Outlot B Outlot C Outlot D Outlot E Outlot F Outlot G Outlot H Outlot I Total ., , AREA TABULATION FOR CRAY ADDITION Sq• Ft• 1584158 201619 163479 430839 343585 629575 64431 132789 390878 1128841 5070194 Ac. 36.4 4.6 3.8 9.9 7.9 14.4 1.5 3.0 9.0 25.9 116.4 230 8 / 7 .?o a /? 6 0?? s¢8 ? FiECE1VED Jlll ? T i337 , ? ? ?. e , ?.. - / ieso s P1; • . _ Dakc ?? l ? . C .. "EXHIBIT A" CRAY MATCH LINE ?EE SHEET 2 OF 3 SHE L .c / oO a o„- OU)Lp? 000 ? w.," .:1 - i »,,.,:= ,o??? • ?•?uswe.r ` ? ?\ ,,^ ?\ •,YiY\? ?\ \/ ???\ \ ? \ JyJ6k\ \ ? ? ;,.,.-?- ?. E ?...... DEi4Il ?'i'? ` ??•, . Q N .? ?..i.. ......... ..... ?N. \ •'•? \ ? ee„rmmnnm"a.. I ?xa I . .x?aa.. ?u?o n?.e w.11.... i?u,`saar. 1vo.i nr .? I . e? ?e n.av.e+r Ma`' u...ee e. I . :?a??r?.r?ux+o ? e+.u..ua?o?.?.•?se s t'„ I -e--o-- or.orn'.?c.r or acese ooo?cum m euon ao..n b? • Pe.orn sie... i.or uawunxr rnu.o ADDITION ? . ?, ?? / 2 -MATCH LINE \ ! SEE SHEET 2 OF 3 SHEET - I I • •t. I .a I ? " LOT 1 ? ? ? ?.• \ I OUTLOT F BLOCK _ ( I ?wEiLlNj ? ??? ^ ? ? 'I nao?? . r _ \\ •2. 1e . ?f1S • ?` ? a C ? o . '.' e$ . I j ?? •// l ?? ?? OUTLOT H ? • ? *° I rv y8 i 6/ I \??`' - O f°A."p"` :. UTLOT G.88 ? J ri d. .:. ?'? ? .,.. ? I pao ? _ o ? •?? ? ? ? ?v , t p?j6)]1? • fI'[ ? ?a?? I • ? o I\ g ' OUTLOT I I ? - I I ? ? .? ? j -uxroe • •. • - ? (Ln.i_ ;-- ;.t: RUAD) ..,`°?' _ v Nr. . e.s n n b 1 _ -- - - ----- - ----?.?<..e ? „ , - q51E oe*m ?,9•=?,0•,?-! s r,.s r,.?i. PtP1?1?1?? .....o....,,,,,o,.... . o..o,.«;?.?.. '?-- ,,,.?. SHEET 3 OF 3 SHEETS Sr ? A w? °,)/ ' 6 i ` 1117 ? sity oF eagan 3630 PILOT KNOB ROAD THDMA5 EGAN EAGAN, MINNESOTA 55142-1897 ' May0f PHONE(612) 454-8100 DAVID K. GUSfAFSON FAX: (612) 454-8363 ??? M7CREA TIM PAWIENfY THEODORE WACHIER Cwnal Members Noyember 5 1991 7FprM5 HEDGES f Cily AdminSlrMOr EWENE VAN OVERBEKE • Gry Clerk CRAY RESEARCH INC RONALD A ZAMANSKY PROFESSIONAL ASSOCIATION 4924 IDS TOWER MINNEAPOLIS MN 55402 Dear Mr. Zamansky: In reference to your right-of-way (R.O.W.) vacation inquiry regarding the former Delaware Estates plat located in the NE one-quarter of the SE one-quarter of Section 1, you are correct that although the plat has been vacated, the dedicated R.O.W. is still intact. The vacation of this R.O.W. can be petitioned for at any time, however I believe the City Council would be more inclined to approve a vacation in conjunction with the platting of this property and the corresponding dedication of a revised R.O.W. layout. If you have any questions, please do not hesitate to contact me. Sincerely, v^ Michael J. Ridley Project Planner MJR/js iHE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNRY -`_ Equal Opportunity/Aftirmatfve Actfon Employer OF 3830 PI107 KNOB ROAD EAGAN, MINNESOTA 55744-1897 PHONE (614) 454-8100 FAX(614) 450-8363 November 8, 1991 MR ERIC LINDAHL DIRECTOR OF CORPORATE REAL ESTATE CRAY RESEARCA 655 IANE OAIC ROAD EAGAN MN 55121 1FIOMAS EGAN wva DAND K GUST/350N DM+F1A AYQtEA 71M DAWlFNf1' THEODORE WACHfER COUnCA hCmhers 1FiOhVS HEDGES Gty Admintstrata EUGENE VAN OVERBEKE • CM1y Ckrk Re: vacation of Eacesa Public Dedicated Dtility Easemeats Cray ist i znd Additioae Dear Mr. Lindahl: Last spring, I had contacted you (copy enclosed) regarding the benefits to both Cray and the City of Eagan to vacate several public utility easements within your property. As a result, I recall that we met to further discuss the situation and to review the locations of the easements involved. With the City describe the issue, we are there is any happy to do s in the near ft your thoughts providing all of the information that is necessary to situation and assist your firm in resolving this still awaiting a response or action from you. if additional information we can provide, I would be 3. We are very interested in completinq this issue iture. I would appreciate it if you would let me know or proposals. Thanks for your attention to this matter. Sincer y, ?'/ '?r1e.o Thomas A. Colbert, Director of Public Works TAC/jj cc: Ed Kirscht, Senior Engineering Tech Bruce Allen, Engineerinq Tech Enclosure THE LONE OAK iREE...THE SYMBOL OF STRENGiH AND GROWfH IN OUR COMMUNRY Equal Opporhintty/AttirmaBve Actlon Employer Ul he _ olo - o'/ Alliance I \ I I ? I :I ? ,R ; Mr. James Friscll McGough ConsWCtion Co., Inc. 2737 Fairview Avenue North Roseville, MN 55113-1372 ]une 6,1991 Re: Smoke Hatch Resoludon CCN Building Gay Research,inc. Commission No. 8853 Dear Jim: I have reviewed the two leriers from Curran V. Nielsen regarding the CCN smoke hatches with Eric Lindahl. I also reviewed the options with Bob Fett. It is our mnsensus that each of the two replacement hatches should be a Bilco unit to match Software Division, mmplete with a cable and winch for quick manual release and "rewind" from the landing. 1'his would make CCN consistent with Software Division, which is of murse how it was iniended from the start. Bob Fett felt that the installaflons in Software Division are fine, and so they shall represent the standard for CQV. Dale Wegleitner has also indicated his satisfaction with these hatches. CVN's letter indicated a scope of work for the hatches, hardware and affected roofing only. Please nore that work will also be required for paintlng (interior and exterior), possible in-wall blocking for securing the winch unit to the wall, gypsum board work as required at the winch and pulleys, and reattachment of the electrical mntacts for secvrity monitoring. Please mnfirm the anticipated delivery and installadon dates Eor Gay, the City, and ourselves. I will let Mr. Wegleitner know that acHon will be taken soon on this issue. Since the tcvo installed units in CCN did not meet specifications, despite the fact that the CCN and Software Division specificaflons were identlcal, we do not feel that Cray should incur any of the replacement costs. If you feel that a meeting is required between CVN, McGough and The Alliance to discuss the matter, please contact Peter or myself. Thank you. Sincerely, (f SCO"1Z' J. NEWLAND, AIA STAJR Si, rrojecc a.rchitect LtvEL 6 SJN/jmh cc: Lindahl Vesterholt '" Wegleitner - Enclosure: Stairwell drawings 88536-6L.SN 400 C1iRon ilvenuc Suuth, Minncapolis, Minnesota 55403-2132; 6121877-5703; Pax672iA71=i212 S/ 6[C Adadred) Aa7C1r ft? . 1 5no?P- PATCH ------- - ------- ; -_ -- --- _ _=------ -- „ - - -? - ? - --- _ NOQTflE/FSTSTfiI4 UGHT FIXTURGS ?lArW !? \ -3t VER/Fy SEE E.t_E.L . /tpE ,/,f TE ? J i 2 \ ? !?/!TN A70K /1.4A/A'LilL? ? j -' ? . - ' -- ----- ? -- - ? r ;? i ? ? i 1 -- - ? . ,- i ? - ' ?--I = a . • \ ? - ? i 1°I-a0z2 5- . . 4? . -- -- - ? ? • ?d^ ) ? I F. ? (o_¢ I - T_ -- TYA _ ? -- 1 ? ? . .. -?- - -- - . . . . _ ' _. . { G?_Op 1 - ?? tyECE1VEp JAIV y 1 Yg99 STATE OF ItHCDEPARTMENT M G? ZOo 4L?.? OF NATURAL RESOURCES PHONeNO. METRO REGION WATERS - 1200 WARNER ROAD, ST. PAUL, MN 55106FiLENO. 772 - 74/0 DNR PROTECTED WATERS PERMIT APPLICATZON Ni1MBER Yfl REQUEST FOR REVIEW AND C02OIENTS DATE: /-/0-- W T0: C?? OT ?CLJt?+-v? D&4,{r' siv-cd Guti c%d ?wl?e wM o FROM: PAT ? CH? AREA HYDROLOGIST WATERS AFFECTED:?f 7?- PROJECT SPONSOR: NATURE OF WORK: ?- ?? ? - $rvice ? /. s mdl,-, 9"?'h%??: 7 COMMENTS DUE BY: '30 days 0 I pr i, A oX i) C2r}Y AOp ?xa??4 I ? J000 AN EQUAL OPPORTUNITY EMPLOYER Zamansky Professional Association 4924 IDS Tower 80 South Eighth Street Minneapolis, MN 55402 (612) 340-9720 Telecopier(612) 340-9662 November 8, 1990 800 Amhois[ Tower 345 Saint Pe[er SReet Sain[ Paul, MN 55102 (612) 297-6400 --_ - _? 1.D } d V,i ? Reply co MinneapoLs Office Pat Lynch Department of Natural Resources 500 Lafayette Road St. Paul, MN 55155 RE: Appropriation Permit No.• w1-?,.'?'?t'Dakota County Dear Mr. Lynch: The undersigned write to you as counsel for Cray Research, Inc. ("Cray"). On December 8, 1989, the Department of Natural Resources, Division of Waters, granted the above-referenced Permit to Cray for appropriation of waters from a well on its property in Eagan, Minnesota. A copy of the Permit is attached for your easy reference. The Permit authorized Cray to appropriate 44.5 million gallons of water per year to facilitate commercial air conditioning on a continuing basis. In addition, Condition No. 7 of the Permit authorized Cray to appropriate an additional 1.5 million gallons of water per year to maintain water levels in a private constructed pond contingent upon Cray maintaining a private fish hatchery license. Cray respectfully asks the Department of Natural Resources to amend its Water Appropriation Permit. Specifically, Cray asks that Condition No. 7 be amended to read "5 million gallons of water per year" instead of 1.5 million gallons of water per year. This amendment is needed to maintain the water levels in the fishery. As you discussed with Scott Weaver of our office on November 1, 1990, the pond creates valuable wetlands and is a benefit to the environment. Unfortunately, the amount of water needed to create and preserve the pond was underestimated when the Permit was applied for. Zamansky Professional Association November 8, 1990 yyr9+TER5 Pat Lgnch e 2 Pa9 We ask that you approve this application for amendment of the Water Appropriation Permit and that you forward this .letter to the appropriate local governmental bodies, if any, for their approval. We have included a check for $75 for the application for amendment of permit Eee. Please contact me or Scott Weaver of our office if you have any questions or would like to discuss this further. Very truly yours, ZAMANSKY PROFESSIONAL ASSOCIATION Ronald\A. Zffmnsky SAWltr537/dmb cc: David Dyson, Cray Research, Inc. Eric Lindahl Enclosure ? tNA Itti ANYtiUPNIA fION PCFlMI f PERMit ',r?F-62d23-02 ?d? ?- " {? INNESOTA , Box32, 500 Lafayette Road r9-6419 ?„ 5t. Paul, MN 55155-4032 cuurv -? Department of g? Natural Resources a oca Division of if w aters ??,,? G?? iN THE MATTER OF THE APPLICATION fOR APPROPRIATION OF WA7ER5 OF THE STA7E. PEFMiSSION IS H BY G?Ia?}if?: PEAMIT7Ec Authorized Agenl ? RECEIVED ? Crac Research, Inc. 6ric Lindahl s N R[-GIQN V( adcress ,y WATER5 655 T ak Dr've Ea an ?tN 5512I 70 Aooroorrere From: f6G V ? One we11: 18" diam., 347' deep, tinique :05 05619 Point of Tatiir.g: hEI ivEl I S4?1 Section 1> Townsnip 27 North, Rar.ge 23 l:est ? ? Make-up wa[er Por cooling tawer to iacili eate ccr:mercial air cendi['_onino On d I continuous hasis. ? i Prooerry Descnoed as. ? i ? Lot 1, block 1, Cray :lddi tion in the rc.4i SW41 Section 1, Toumship 27 Norc ^, Range 23 i S:est I I Auinorizec Signatur? Tiile =t_ ,?;.._ ?.1• / /o L• (L _. Supervisor David B.Killes Permits Unit 'nes oerr-it s gramea suatece [o tne fonowing CONDITIONS: 1. 0 U A NTITY: the Dermittee i5 authOriLetl lo aCOroOriatO waie/ at a rale not to exCeeC c n gdllo^5 Ge' rnmu!e Tne to:a! an-.u^: ol wat?r acor^oriaeeC snau r.oe eaceetlIf.._aue Ieai or ^;ii:c•+ caiicr.s oer .ear. * See Additional Condition f`7 2. LIMITATIONS: (a.) Any violauon Of Ine l2rms anG pr0vi5wns of thi5 permtt ana any aDproon2cion of tbe waters :f tne s.z:e :r. escess o' 7ra: autronrea ^._reon snail consutute a violatron cf Minnesota Slawtes. C?apier 105. iC 1`.1t5 pe'mil Sn211 not 00 COn5VU2tl d5 25faDliSninL any priOnty of dOG'ODnahOn 0f wc!e'S 0t Ine 5I2:0 lC I'ni5 ?ermit i5 OP,miSSrvE ONv NO IiypiliN Smdll bC ir"DO<_?J upOn Or,nCu"E4 CV IhE SIdI2 0r! !!:^nesc:a G 2nY 0f:tS _I-oio•:ees. o, accaunc of ene crannng r.er_ot or on accour.1 of any aamaae !o ar. person or oroaerrv resuniny '•_-' ._• or or.svcn :: :-e oerme:ce_ .C .l5 25i09p.^.G Jr bm?hnC dn'. :4-2Jc-/'S C• ••Cm 0f ac:.cr ot am •eianne ee any mane• ^=reuneer i?-s oermv SnaI! •^:I ;:i -0'h:. F. oe•son o:ner man tre s:aee agzinst ;.^.e oermntee. '^.r am- a;^.aoa or ?n!ury resuumq Irom an± si.cr=_ce cr emission or :s s:on?inc or hritnc any ieca; c:a,n cr ncn ot ace,en of :ne staiz aqa,,,s. !^,e oerr.iitee. ior ,,olat:en ot o•'a-wre :o coaoiy 1r= ?.o..,ra.Is ot ;nz .,eI^v; or aooiicatie orovisions ei iaw c I Ir zil Ca5?5 NnEr? Ine tlanq Dy t-Ie p¢rmit,oe 01 2^vlninc 3iInOnzztl Cv IniS OErmil Sh31i ..^v0:?•P t`e :arng uskng. C' camagWc c.` 3^/ G:OG?<<V. nC^t5 Or mlerests of any ctner per5on cr pPf50n5 0/ 0f 0irv pUbhClV OwnPd !2nCS 0' i+^prOVenEn;S Ihe!?^_I' or :n;eres•s :?2roin :I:Q permti[OE..^.?10/C p!OC_?tlin5 :OEfEwiit+, Smdil OOtaiO :'2 wni:Cn COn52Pl of dll 02/SC'+5 ayerees. r au:rorrt:es ccrc_rnec. ane ;-ai acaura au croo=••y, finnrs ana tnt=roses nac=ss3rv tIe•efo,= ......- ? -.. .., ......,... , , i.. . , .. : C:" rC rS ... .. -25C3 '. .. __ ia 1 7- rG'1? Sf: 'hP ?u?r'rP3p lii ?r:, . .? . . . :4. i.pr ..s . . 'J.:'. : CindnCY? rcd' nr, 'hew' i i^?: r.d:. -.:o i _....r ..• ' - U^'055 ?,CIiC::v SJEC;IiPc. :r?5 OBr•.•il :JES n91 dulni`n.a i,y ai;e•a;:ons rf ,^e oeas C' .3'r5 Gf d'. CjC :C IOrC'C-991 .xd!Er5 ]: ::n••y^.Ci A S?9.l',1:? 9?'rn,f r^.::51 OP OCt]in?0 Irom'.^.n D:OBr•:oenl 31 r.a;urai nP50u:C25 0"Cr :] anV 5.:' "? • ' 3. PEAMITTEE'S RESPONSIBILITIES: 1 (a.) MONITORING. The permitt=e 5na11 eqwp eaGh in5callation lor appropn0nnq or u5inq water with a device Or emplpy a method ta m¢a5ure !ne Quan- li;y Of waier approD/iat0tl f0 wilnin fEn (10) perCent of actual amOUnt wnhtlrewn unless otnerwise specified by speaal provision. (b.) REPORTS. MontNy recorOS of the amount of water appropnated or useG shall be recorded for each mstaltation. Such reaemgs and ihe total amount ol water appropnafetl or use6 shall be reported annually Io the Oirector ot the Division ot Waters, on or before february 15 0f the lollowing year, upon lorms 5up0liea by the Orvision. Any procassmg fee reqwrea by law or rule shall be suGmitletl with the recortls whetner or not any water was appropnated Guring the year. Fadure to re0or1 snall be sufhcient eause for termmatmg Ine permrt 90 tlays following wntten nonce. (c.) TRANSFEP Oq ASSIGNME`JT Any tr0n5fer or d55ignmen[ Of righ;s. Or 521e of prpperty invoWed hereunEer shall be reported witnm 90 tlays thereatter to tne Oirec- tor ol the Owrsion of Waters. Sucn r.once snail be matle by me trensferee P.e. new owner) and shall state the mtention to continue tne ap- propnauon as s;atetl m[Oe permiL ThiS p2rmi[ Shall nCt be Iran5f0fretl or a55igned ezCept wtlh the wntten Consent of the COmmiSmoner. (4.) h1001FICATION. The permittee must nonry tne Commissioner in wnnng Cf any praposetl Change5 to lbB existing petmiL This permit 5.^.all nOt be moGflied withput hr5t Obtaming Ne wntten permi55ion from the COmmisswner. 4. COMMISSIONEq'S AUTHORITY: (a.) The Commissioner may mspect any installation uhl¢ed lor the appropriation or use of water. TF.e permrttee shall grarn access ;o the site at all reasonaGle umes antl shall supDiY sucn inlormanon concerning sucn installanon as the Commissioner may require. (6.) The COmmi55lon0r m8y. a5 he deem5 nece55ary, reqW re [h9 permdlee to In5[dll gages antl/or oGS¢rvat10n welis t0 monrt0r the im- oact ol tne permitree'S appropnation on the waler resouce ano require Ne Oermittae to pay nacessary casts of ms2allauon antl main- tenznce. (c.) The Commissioner may restncL suspena. amond, or cancel inis permit in zcccrdance wi(h aooiicable iaws anG ruios !cr xrv cause for me proeec;ion ol public interesis. or for vwlancn ol tnz orovisians of tnis aermit 5. PUBLIC RECORO: All ddta. iaCtS, plan5. map5, 2pohC0UOn5. annual wai?r use f^poris, an0 any aGCihonal inforrttabon SuCmittetl a5 :art ol ;!tq peT:!, a^C ::h5 pcrmn aself aro par; of tne pubiic record antl are av2dable fOr pub6C in50eCtion af :d¢ oflice5 0f the tlrvision Of `NalErS. The in;ormati0n roncainea therein may be useC Cy the Oiwsion as n Ceems necessary The submission of false data. siatements. re0ert5. or any scr ad- m:ional iNOrmanan. at ary nme snati he Oeemetl as lust grounas for revownon ot this permn. Addi[ional Conditions: 6. The pernit[ee sha11 notify the Coremissioner prior to abandoning, removing, covering, plugging, or Yil.ling the -c;ell(s) from which the aLtForized appropri<ltion was made. The well must be abandoned by a licecsed well driller and in zccordance with the procedures required under the :Iinnesota Department of Health Water Well Code (4725.2500 - 4725.2900). 7. The permittee nav hereby appropriace an additional 1.5 millien gallons of water per year from the permicted well to maintain water 1evels in a private, constructed pond. Water pumped into the pond sha11 be mecered separate?y and reported separately on the annual water use report. This provision is calid only as long as the permittee has a valid private £ish hatchery license from the MN Departnent of Natural Resources - Section of Fisheries. The permictee sha11 ferward a copy of said license to the Regional Hydrologist (1200 Sdarne: Road, St. Pau1, :1N 55106) ar,d report termination of same. 8. The permittee shall, whenever practical and feasible, employ water conservation methods and practices that prcmote sound water management, including but not limited to reuse and recycling of i•rater, water saving devices, and water srorage: : cc: Dakota County S41CD Gun Club La?.e 14h10 City of Eagan 3. Wiegeri, BRW, Inc. S. Gilbertson, AFt9 Oata 5ystems/Lanaoussis hletro 'rlaters JUN '90 8:48 FROM RRCHITECTURRL RLLIRNC V --r-;Faic Leadsheet EAGAN Af'PSYOVED ? 4CC N 110TIFflEO OY TELEPI'IvN? M?------- ? ? ? r 10 . ?.?. ' . ,•. ? ...... . . ..... ? .............??. ... ........o ..........? ....... _........................ ' n?-rErrn ' ?/., c? ...... ........... .s?/+rEy_.._:......?..? N' PRGE.aai The Alliance wACHITEC7vY8 PLwNNIN6 FNSY$fORS _ DAT6 SENT' /7 qo O "'"Mx . . F PAG tInc . this page): ? We aze sending you the following. [KDrawings n gp?[cati?,i?y ? C.orrespax?dence ? L...J Item '.v'o.m ies Sheetno. Descsi 'on _... `: ?.. .. :. C SMki°/I 6Q t/I z':_ - 6(la rar " 3 Far approval As tpquested Accepted as xioted For review & comment For diatn'bution Revise dc resubmit ? For your uae 190 ' wa 01 :...... ............................. ......................... ............ ....... IveYw.:. I............ . .. y??at? ?. _?? ... . ???f?0/C... ..?r.?............r.?r.?........_?? ;,....... . ,....... : :...... ......:: .:.:... . . Y y ,. B1': ??o ?-?- cJ. Nrr?i a?t 400 Clifton Aveeve Sovth, Minnespalis, Mienerota SS409; 6I21871-5703; Fax 612/871-7212 ? ° Memorandurn The Alliance AACHITECTURE PLANNING INTERIORS TO: Merchak May Wegleitner Olson Vevea Hagen DATE: May 16,1990 RE: Signage CCN Building Cray Research, Inc. FItOM: SCOTT J. NEWLAND COMM. NO. 8859 Per phone conversarions with the City of Eagan's Joe Merchak on Monday, May 14, the following code required signage will be provided within Cra}/s CIN Building: 1. Elevators A. Tactile floor identlfications at jambs (2" high, 0.030" raised, approximately 48" A.F.F.) to be provided by elevator installer. B. Tactile controls to be provided by elevator installer. C. Adjacent to call staHons: sign indicating use of stairways in lieu of elevators in case of fire. 2. Stairs Sl and S2 A. In stairwells at each floor landing - indicaHng level, upper and lower floor tertninaflons, and whether or not the stair provides roof access (per UFC Appendix I-C and UBC Standard 33-2). 3. Handicap-accessible toilets (1 on Level 1, 2 each on Levels 2, 3, 4 and 5). A. "Men" and "Women" with handicap symbol. Non-tactile. Note: Since no posted room directory is being provided in the building, the handicap-accessible toilets are not indicated elsewhem than at the doors to the rooms themselves. Vesterholt File 8853 File 8859 400 Cli[ton Avenue South, Minneapolb, Mlnnssola 55403; 61211191-970; F.a 61L87]-TL11 MEMORANDUM Page Two May 16,1990 4. Room Occupancy At Rooms 215 (Applicafions Lab), 234 (Presenta6on Room), and 238 (Classroom), the occupant load per code is greater than 50 (using an occupant load factor of 15). In each room, the maximum occupancy will be indicated by a sign adjacent to the main entry door, within the room (per CTBC 3302c): 215: 1,265 sq. ft./15 = 84 occupants 234: 805 sq. ft./15 = 54 occupants 238: 880 sq. ft./15 = 59 occupants 5. TacHle gripping surfaces will be provided on the door handles to Room 000 (Mechanical Room), 003 (Boiler Room), 002 (High Voltage Switchgear), 004 (I'ank Vault),106 (Utility Tunnel), 242 (Mechanical), Stair S3 (upper door only), 400 (Elechical Room), 402 (Emergency Generator Room), and 602 (Freight Elevator Machine Room). Per MN State Code 1340.0900. Because the final signage will not be installed prior to your 10;30 a.m. walk-through on Monday, May 21, we intend to provide 6emporary signage in the interim before the final signage is ready (estimated to be June 1,1990). SJN/jkc COOLE ? ERICKSON & Associates, Inc. Consulting Engineers SUITE 1325 625 FOURTH AVENUE SOUTH MINNEAPOLIS MINNESOTA 55415-1698 TELEPHONE (612)339-4941 FAX (612)339-8354 MEMORANDUM TO: 7oe Merchak - City of Egan - Construction Analyst COPY: Larry Jensen - MCE Scott Newland - The Alliance Craig Tarr MCE FROM: Dean Rafferty 7^M 1J ? ? DATE: May 16, 1990 RE: Cray CCN Buliding Battery Room Exhaust System [n your letter of Feb. 14, 1990, you requested the Engineer of record address the design considerations for hydrogen removal in Battery Rooms 006 and 401 or to comment on The Alliance's response in their Jan. 12, 1990 letter. The Alliance's response on page 6 of their letter was written with input from Michaud, Cooley Erickson & Associates. The design calculations were done by MCE. Thus, we concur with the engineering design presented in The Alliance's letter. Call me if you have any questions. PRINCIPALS: ROBERT L. MICHAUD ROBERT E. ERICKSON DEAN A. RAFFERTY MONTY L. TALBERT, JR. DOUGLAS C. COOLEY WEsity oF Qaga M1 3830 PILOT KNOB ROAD THONiAS EGAN EAGAN, MINNESOTA 55122-1897 maYor PHONE: (612) 454-8100 DAV1D K GUSTAfSON FAX (612) 454-6363 P'°M?? Mz-CREA TIM DAWLEMY THEODORE WACHTER CAUrKiIAYlnbers THON?S HEDGES Gty Atlminstra,Or April 27, 1990 EUGENE VAN OvERBEKE CM1y CI¢rk CRAIG TARR MICHAUD, COOLEY, ERICKSON & ASSOC, INC 625 FOURTH AVENLJE S, SUITE 1325 MINNEAPOLIS, MN 55415-1698 Re: Cray Lone Oak Pmject Chemical Storage - CCN Building Dear Mr. Tarr: This letter is written in response to your request for our comments on the proposed storage and use of sulfuric acid at the above-referenced project. At the present time, different editions of the building code and the fire code are in effect. Incorporated by reference in the Minnesota Uniform Fire Code is the most recent or 1988 edition of the Uniform Fire Code, while the Minnesota State Building Code incorporates by reference the previous or 1985 edition of the Uniform Building Code. Because of this, and because the provisions of the building code and the fire code are intended to be complementary in their regulation of hazardous materials within buildings, practica] difficulties in their application occur. Therefore, (as permitted by Section 106 of the Building Code) we have used as guidance the 1988 editions of both the Uniform Fire Code and the Uniform Building Codes in the following analysis of your proposal. Based upon your most recent proposal, it is our understanding that the storage tank will be sized to contain a maximum of 1300 gallons of sulfuric acid. The tank will be vented to the exterior of the building, and 511ing of the tank and dispensing of the chemicals to the natatorium will be by a closed system. The chemical (96% sulfuric acid) is both a corrosive?a Class 2 water reactive material; thus, there are present both health and physical hazards which must be considered and addressed. The storage, use, and dispensing (in closed systems) of corrosives or Class 2 water reactives in aggregate quantities limited to 500 gallons" is generally exempt from the more stringent requirements of providing "control areas" or other special storage rooms, etc. THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIiV Equal OpportunHy/Affirmative Action Employer cxAIG Taxx APRII. 27, 1990 PAGE TWO These quantities may be increased by 100 percent in sprinklered buildings. This increased quantity may be again increased by 100 percent when stored in approved storage cabinets or safety cans. Pursuant to Section 105 of the building code, it is ow determination that ? the vented tank, as proposed, provides a satisfactory altemate to safety cans for the purposes of calculating the aforementioned exempt quantiry increases. Therefore, because the quantity of chemicals does not exceed this exempt amount, no further changes to the building other than structural considerations are required by the building code, provided the building and system comply with the applicable provisions of the 5re code. 1'he design appears to be in substantial compliance with the fire code--the basement storage of the sulfuric acid in a watertight tank is in compliance with LJFC Section 80.310(a)2 and 10; the epoxy-coated conczete floor provides a non-combustible, liquid- tight floor in compliance with LJFC Section 80314(a)3; and secondary containment is proposed which is sized for a spill from the entire volume of the tank in accordance with LJFC Section 80.314(a)5. This latter section also requires compliance with LJFC Section 80.30(e)4 which requires containment to be designed to also retain the automatic fire extinguishing system flow for a period of twenty minutes. However, the reason (in part) for this is to prevent overflow and m'vdng of incompatible materials. Thus, some method of shielding the secondary contauunent basin from the sprinkler water should be designed and installed. T'he design should provide for a means of detecting leakage from the primary containment. Additiona]ly, visible hazard identification signs as required by 80.104(e) should be posted. Sincerely, o?Jek I r ta."? Joe Merchak, Construction Analyst Protective Inspections JM/mg cc: Da]e Wegleitner, City of Eagan Fire Marsha] I.arry Jensen, Michaud Cooley Erickson & Associates, Inc. Dale Alexander, Cray Research Jim Liska, Cray Research Scott Newland, The Alliance ' See UBC Table 9-B for corrosives and UBC Tab]e 9-A for water reactives. (See LJFC Table 80310A for the conversion factor for changing pounds to gallons of water reactive materials.) The Alliance ARCHI'fECTURF. PI.ANNWG INTEItIORS Mr. Joe Merchak ConstrucHon Analyst ProtectiveInspections City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1897 April 17,1990 Re: Code Item: Wood Finish CCN Building Cray Re<carch,Inc. Lone Oak Project, Eagan Comm. No. 8853 Dear Mr. Merchak: As we discussed over the phone yesterday, I am hereby documenting the varnish selection to be used on the atrium and adjacent spams in Cray's CIN building. Per your November 16, 1989 list of code compliance items: "Ittterior finish of the wa1ls and ceiiing of the atrium and all unseparated space shall be Class 1". In my lettcr to you on January 12,1990, I documented the compliance of all materials and noted that the wood wall finish would be a clear intumescent varnish. We have now selected a 3-coat applicarion of Sherwin-Williams Fiame Control No. 166/167, a clear intumescent fire-rctardant varnish for the cherry wall panels in the atrium and in the lobby. This product will also be applied to the cherry window frames behveen the atrium and thc lounge on Leve15. The vamish has a C7ass "A" Underwriters' I.aboratories flame spmad raHng as tested in accordance with ASTM E-84 (NFPA 255). I hope that this meets with your intent for the code complianm of these spaces. If we can provide any additional infortnation, please do not hesitatc to call. Sincerely, ' SCOTT J. NEWL D CCN Project Architect SJN/jkc cc Frisell Vevea Alexandcr Liska Hagen (for potential Softare Division application) Vestcrholt File 400 CLfton Avenue South, Minneapolis, Mmnesota 55403, 67 21871-5 70 3; Fax 61218717212 MICHAUD COOLEY ERICKSON & Associates, Inc, SUITE 1325 625 FOURTH AVENUE SOUTH wizm ?o ? r?onsulting Engineers MINNEAPOLIS MINNESOTA 5541&1698 TELEPHONE (612)339-4941 FAX (612)339-8354 MEMORANDUM TO: Joe Merchak City of Eagan Construction Analyst COPY: Larry Jensen Dale Alexander 7im Liska Scott Newland FROM: Craig Tarr DATE: March 9, 1990 RE: Chemical Storage This memo is a fotlow up to our phone conversation of March 6, 1990 in which we addressed the bulk sulpheric acid storage. The enclosed drawings illustrate the location and the piping arrangement for the system. The tank shall be 5' in diameter, contain 1300 gallons and be made of steel. The fill and vent lines are to be steel as well. The vent will be routed to the level two ceiling. The tank will sit in a basin sized for the entire volume of acid in the tank. The basin will be coated with an epoxy resin. A wall hydrant shall be provided adjacent to the chemical fill station. The concern you voiced was the procedure for filling the tank so as not to overfill it. The following procedure will be utilized by Cray for filling the butk storage acid tank: 1. A maintenance person will be stationed at the tank to communicate to the truck operator via a 2-way radio. 2. Cray will pre-determine the quantity of acid in the tank before ordering a fill. The chemcial vendor will bring only the quantity of acid required to fill the tank when making a delivery. 3. There is a field calibrated tank level indicator interfaced with ihe chemical treatment system for monitoring the level of the tank. ur? sCeL'..v 4. The outdoor cap for the chemical fill station shall be locked and only Cray staff will have a key. 5. This key shall have the wall hydrant key on the same chain so that in the event of spillage outside, water is availa6le. PRINCIPALS: ROBERT L. MICHAUD ROBERT E. ERICKSON DEAN A. RAFFERTY MONTY L. TALBERi, JR. DOUGLAS C. COOLEY MEMORANDUM March 9, 1990 Page 2 1L'e feel the central, bulk storage of the acid provides a greater degree of safety then the alternative of moving 55 gallon drums in and out of the building as well as having to stack and store them. Please call if there are any questions. As always, your expeditious response is greatly appreciated. ii , , ? oA urc.wRv rCOKP W OPxG -??WNL V91p0$OffEN ? .? i ?\ ! I ? \ i` ?.. !I 11 ? 0 i ! I 1/T221 ' .s • 1 c- w I " 'MS k t- 1 w I 5 ,? 0 Is?ee ? ?30o yel. tixiixt Bas? I6poft,y lined I ? M - , o Na4o Plr1a- ?I I r ? I . ? , . ,. I 4 I ? f- S? CMWS M R (C-z) w ?.. 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Descri don X/a. .?*'` 2 s a 5 Forapproval As requested For bids due P?? . ? .... 19 The Alliance ARCHI?ECTURE PLANNINC INTE6IOAS N Correspondence For review & mmment F-I For your use Revise & resubmit u ,. ........ ........ ................ .. ............ ? a0"Grartte.r . wol,6- t"l-e ,. . .. ... .a . ; ? . . .. . ...............:........ . -.- . '..' ca7? .....1r??01 . . ..... ................. . . ........ =v?LlfitN t? C L.?.. , , C773rn/ / _._.......... - _...........?!?.......x , ..._... _ ... .. . ........................... .............. .... ........... . ._........ ._ ........... ....._ . ......_.: ...... _ ....... :..._ .......................... .... . BY: 400 Clifton Avenue South, inneapolie, Minneeota 55403; 6171871-5703; Faz 61L871-7212 We are sending you the following: H Prints H Shop Drawings Specifications Samples I Proj ect Directive No. 58 The Alliance AACHI7ECiUAE PLANNING IN7EAIOAS ? PROJECT: CCN PROJECT DIRECIIVE NUMBER: 58 ...................... ................ Crax Reseazch Lone Oak Pcoject...__...._... . E?agan. MN ........ .......... ................ ...... ....... .......... DAT'E: Februarv 28,1990 L COMM NO: 8853 _OWNER ... Cmx Research, Inc. 1440 Northland Drive ......... ........................ ................... ...._Mendota Heights,_MN._55120 Initiated By: Fx-l owner ?X nrdhitecc Copies: Q Lindahl 1o Vevea 2 Alexander/Fasch'bauer EDFrisell E] Munkelwitz E] Richey/Patterson CONTRACfOR McGough.ConstructionCo. ..... ......... ......_........................... .............. .............. ..... 2737 Fairview Avenue North ........................ .................... ........... St_Paul, MN 55113-1372. . F] Contractor ?X Engineers Q Bethke/Fredell a Iarson 1? Tarr 2O Vesterholt/McAllister E] Youngs O Newland 400 Clifton Avenue Soulh, Minneapolis, Minneaota 55403; 612/8719703; Fax 614/871-7212 e iance REVIEWEL)BY-Cia-yKesearch, c. PROJECT DIRECTIVE N0..58 CCN, Commission No. 8853 February 28,1990 Page 2 PART A: FRIIGHT ELEVATOA INSPECTION RESPONSES The following list is generated hom the Elevator Inspection Report prepared on January 12,1990 by Chuck Sullivan, Minnesota State Elevator Inspector and issued by B. James Berg, Director of Code Enforcement. 1. Fmight elevator pit (refer to s2.1): Provide a metal cover over the sump pit 2. Install spring buffer data (stroke and load rating) on a metal plate, permanently affixed to the buffer. Install C7ass Gl loading sign within cab. Text to read "C'LASS C-1 IAADING. THIS ELEVA1iOR DESIGNED TO 1RANSPORT IAADED INDUSTRiAL TRUCK. MAXIMUM COMBINED WEIGHT OF INDUSTRIAL TRUCK AND LOAD NOT TO EXCEED 10,000 LBS." Install a sign within cab with tact as follows 'THIS IS NOT A PASSINGER ELEVATOR NO PEItSONS OTHER THAN THE OPERATOR AND FRIIGHT HANDLERS AR& PERMITTED TO RIDE ON THIS EL.EVATOR" Provide floor numbers (min. 4" high) within the hoistway on the doors, visible from the inside of the cab. AU of this roork shaA be perfornred by the elenatar suppTier. 3. Encase duct from mp oF hoishvay to exterior wall in rated gypsum boazd enclosune. Provide steel bars on underside of dud opening. Refer to attached Drawing CCN-113 and attached Deflciency List, Item 3. 4. Provide walls (slab-to-deck) and door to enclose area west of the boiler shaft in Room 602 per attached Drawing C(1V-113. Plug sleeves on west side of boiler shaft 5. Arrange fluorescent fixtures in Room 602 so fixhires are directly over the controller, main drive and govemor equipment 6. Provide bracing as required at toe plate around perimeter of hoistway cap to withstand a force of 150 ft - lbs. applied perpendicular to plate anywhere along on its length without more than 1/4" deflec6ion and without permanent deformation Provide 3" x 3" x 1/4" angles, 3" long?as required: weld to plate and expansion bolt to top oE hoishvay slab. 7. Provide signs on the outside of the hoistway adjacent to each door saying "DO NOT USE IN CASE OF FIItE: USE STAIIiWELI.S." 8. The attached Deficiency List is hereby made part of this Project Directive. t`? i? ? /HectCn7rC Sl?lOVK' ` ? PROJECT DIRECI'IVE NO 58 '=-.-?- CCN, Comm iscion No. 8853 L'i k-I p,T ! S " ° '•° February28,1990 THS SPRlNKt'. ,94?i Page 3 s/ai aieve@ IDcn+?,(°rY / N rc•o.e. . TyE rA ? s?r au?. A L^ s jcMrr?;?y???y,,_k r V H ?L. ? 'R?' : rrNA?QIO /M!?/C ~ PART B: SPRINKLER DELETIONS -- - ' i The following is a room-by-room suminary regazdin8 the deledon of wet-Pipe sprinklers in specific electrical areas of the bailding. Note: Remove any piping, hangers, and heads already installed in any of these rooms. 009 Mechanical Room• Add protective cages on all sprinkler heads throughout room Provide direcdonal shields on all heads within IS' of Mezzanine 100 and Electrical Area 008; orient spray to the east (away from 100 and 008). 902 High Voltage Switchgear ("NSP Vault")• Delete sprinklets in their entirety. Room to feature existing smoke detectors only. Upgrade Door 002A and 002B assemblies from 20 minute rating to 3 hour rating. 406 Battery Room: Delete sprinklers in their entirety. Room to featurn existing halon system and hYdrogen gas sensois only. Provide visible waming light above door, indicating battery use. Seal a11 edges and penetrations of steel deck ceiling structure and duct penetrations (Tremm Dymeric or equal; verify installetion conditions for backer rod or infill plate requirements). 008 Electrical Room ("Motor Control C ier")• Delete sprinklers above this area. Room to feature existing smoke debectors only. 100 Electrica] Mezzanine- Delete sprinklers in their entirety. Room to feature existing smoke detectors only. 400 Electrical Room: Delete sprinklers in their entirety. Room to feature existing smoke detectors only (both in ducts and in the general room). Upgrade Door 400 and 402C assemblies from 20 min. rating to 3 hr. rating. 401 Battery Room: Delete sprinkters in their entirety. Room to fealure existing halon system and hydrogen gas sensors only. Provide visible waming light above each door, indirating battery use. Seal top of block walls from the inside of the room per sketch above; seal all duct penetra6ons (see 006 above). 402 Emergency Generator Room• Delete sprinklers in their entirety. Room to feature existing smoke detector only. IDF Rooms 235. 377. 4]5 515• No sprinklers per previous decision Hand-held halon extinguishers are provided directly outside of each room. Smoke detectors were added 0 /room) per Project Directive No. 51. Electrica] Rooms 221. 243 314 323 406 427 1 23• No sprinklers per previous decision. 602 (FreighU Elevator Emipment Room• Delete sprinklers in their enHrety. Room to feature existing smoke detector only. - 004 Tank Vault Provide glycerin in sprinkler pipes with backflow preventer as required. PROJECT DIRECTIVE NO. 58 CCN, Commiecion No. 8853 February 28,1990 Page 4 PART C: MISCELLANEOUS ITEMS 1. Network Equipment Room 304: Mount 8 sheets of 3/4" fluck fire-treated plywood on the west wall, 4 sheets flanldng the north and south sides of column 11/D (refer also to Sheet e4.13). Sheets to be 4' wide by 6' tall; mount bottom of sluets 3" above access floor surface. Space panels 1" apart. Paint to match adjacent wall. 2. Cray request Provide 2 mounting masts for the LINIT'E microwave antennae on the north wall of the penthouse, per attached Drawing CCN-114. 3. Paint damper vanes black that are visible behind wall grilles in the Upper and Lower Computer Rooms (4 total - verify). Note: grilles are painted to match walls; see a75. 4. a2.1: Provide a P11B partition over the boiler shaft cavity on the upper south wall of Boiler Room 004. Set gypsum board flush with adjacent block walla Seal perimeter against block walls and slabs. Paint to match Boiler Room walla Tlus is to prevent excessive heat and gases from rising up through to other floois. 5. Clarification Freight elevator doors to be painted the same mlor as the nearest swinging doors (verify). 6. Clarification Handrails and siringers in Corridors 312 and 403 to be painted to match the adjacent walls. 7. 5/a6.4, 2/a7.7, a92, a93, a9.4, e2.12, e2.13, e2.1.4: Revise mn6gumtion of Type FF light fixtures from 2 fixtures/stair (at outer edges) to 1 fixture/stair (centered). Fixturns to be cable-supported from underside of stair. verify mounting requirements. 8. Doors 205B, 219B, 308, 312A (pairs, on raised access floor): Provide dust proof strikes for flush bolts in floor. Finish to be US26D or similar. 9. Mail/Copy Room 519: Per 5/a72, revise northwest and southwest mrner furring dimension from 1'-11" to 2'-0" to more cleanly accominodate rabinetry. 10. Revise Si, S2, and S3 stair finishes as follows: a. Walls to remain PT-2 (Stairs Si and S2) and PT-40 (S3) with highlit walls as documented on 0 drawings issued with Project Direcflve No. 44. b. Delete paint color PT-35. All stair risers to be painted to match stringers (see c and d below). c. S3: All wall surfaces and metal mmponents to be PT-40. Treads and landings to be "N" sealed mncrete. Ceiling to be PT-7. d. Sl and S2: Stringers, risers, handraiLs (including those that are wall-mounted), and underside of stairs to be PT-21 (not a wmbination of PT-2, PT35, and PT-22). 11. Stair S4 treads nc risers to be painted "K" (epoxy). 12. Provide power to hoist over battery room on Level Four from HP441, cct #12 (provide new 3 pole, 20 amp breaker). Provide new 30A disconnect adjacent to hoist switch Verify location with Architect prior to installation . tV - - - . , r I 6Y? Bv <?u. srD?s I I; r A- P E s A i v D J o G V not- g6uTiy1EN1 TrJf° H o i s r vlr y lzf 6 t i? . ---- - ? ?? ,< . 70 SGEEIeS u,/Abl/-S'/RlNK GRAir aoic? sNAFi _ E?vl/• 2ooN1 0 ' pt 6o Z ? wacr?? ? o 00 boo,? 60? 3•a •, X 7-o,? 71'P6Z DooR ti TYPE FZ FRRME KDwR . 6YW19 2 ; 7 I zc I ? I I U N CC ?l - l/ 3 / KIN\\????. ?vP EN.D ? ? S "? .SrEEL ?/PE ? S&fl C_. C'i9-O FL 'lN/ el- D/Sy J E?z 6U9..?' 77 C?G/-.? <? Fi?si BUTf/E.CS , :? . ? . 01 - /. `/ ' / ' ,??• ? . -? ; i /? - " i' '•, \ `?, , i ' / ? ?iorf ? iv-c ........ Cray Research CCN Deficiency List Freight Elevator: , 1. Reduce stroke on brake to .005. 2. Recommend ground wire on motor generator be reinstalled (coil around flexible conduit). 3. Install grill on hoistway vent opening. 4. Drop hoistway doors so leading edge o£ upper door is even with top of entrance frame. 5. Install anti-spinout cables on dead end hitch of cable shackles in overhead. 6. Install pull strap and hold down brackets on hoistway door. 7. Snstall hold down clamps on counterweights. 8. Remove excess unistrut that overhangs beam above hoist motor. 9. Eliminate rail lubricator from top of guide shoes and clean rails. 10. Provide speci£ication on type of material used for guide shoe liner. This was an inspection conducted prior to use by the General Contractor. A second inspection sha11 be conducted prior to turn over to the Owner. oF 3830 VILOT KNOB ROAD EAGAN, MINNESOTA 55124-1897 PHONE. (612) 454-8100 FAX(612) 454-8363 February 14, 1990 DEAN RAFFERTY MICHAUD, COOLEY, 625 FOURTH AVE S, MINNEAPOLIS, MN ERICKSON & ASSOCIATES, INC SUITE 1325 55415-1698 Re: Cray CCN Buildinc - Batterv Room Exhaust Svstem Dear Mr. Rafferty: THON.tiS EGAN N2YIN DAVID K Gl15TAF50N PAMELA hYQlEA TIM PAWLENTY THEODORE WACHIFR CWrkA Mn_mbem THOAMS HEDGES Crty Atlmimstrator EUGENE VPJJ OVERBEKE Crty CI¢rk Recently we received a response from The Alliance regarding, in part, our request for documentation showing that the exriaust systems for battery rooms 006 and 401 of the Cray CCN building conform to nationally recognized engineering practices. Because this matter is more appropriately addressed by the engineer of record who is ultimately responsible for the design, please submit an official written response to our office either addressing the design or indicating your concurrence with The Alliance's response of January 12, 1990. I have enclosed a copy of The Alliance's response for your review. Sincerely, Joe Merchak, Construction Analyst Protective Inspections Enclosure JM/mg cc: Craig Tarr, Michaud, Cooley, Scott Newland, The Alliance Eric Lindahl, Cray Research, Erickson & Associates, Inc. Inc. THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNITY Equal OpportunNy/Afffrmative Actfon Employer Iz. s,r6nrit aano,xnbtron slroromg rhae Hm edawr systaa 1B? ualteni,nanrs aoc m,a 401 oorr/oren ? ? ?d m8+n? P^wticgs (MSBC L30.1340. Sr6pmt 6). Batoery Rooms 006 and 401 have sophisticated controis for the exhaust systems and we believe That theY omed arkl' reqwremmb PerwyB to Hatoay Roomx Each Battery Room hes a eolid slale hydmgai deeocEOr that pmvides an aculog output as ro the hydrogea mnomtratioa On a high hydrogen alam the exlwust fan will swixh m a high speed. opp-T Asr. Joe Meia,ak ?---- --- - --- - - - - - - Page Six January 12,1990 The Bateery Rooam have halon pmaecbna 7herefore, the duct penetrations have combinatlon emolce/fue dampees tor maintaining toom tightriesa diuing a halon disr]iawp. In a phone aonversatlon with )ce Madiak on I)eaemba 1,1989, he eupreseed comeem about a hydrogen build-up when the fire damper is shuc We do mt feel NUs ro be a problem. 'ihe hydrogen detectlon design Is such that from a remole spot ore can deEermine the kvel of hydrogm build-up. The hydmgen detection sawr is kcated within a pan, at the highest poseible point Also, the only eme the damper would not be reettable fmm a nemote soutce would be if thae were a fire in the room azd the (usible link had snapped. In this event there would almdy be a fire in the mom and we would nDt want ro be fanning the fite by exhausting air frum the room ro bring the hydrogen level down. BatEery Room 401 has a"woist cax" gas release raEe of 1733 cvbie feet of hydrogen per hour. This is besed upon Uw future total number of baUaies at full cliarge. 1]ie bettery matmfactute has temmawnded fhat the toom exhaust rale be 100 dmes ttus, or 17,330 cubic kM per hour. 11e exhaust fan pmvlded will remove 25,800 cfh at low speed and 64500 cth at high speed. Clearly, the exhaust fan was spedfied based on very conserva4ve axMust ciitecia. with the nyarogen teirig Lgnca than air; the gas co,ila theoRumuy amum,ilate In the pam of the aeiling. Tltia is very unlike]y, liowever, given the rppm's air dmilation and air change ra6e. In addition to the ex}iaust rabes aiendoned above, ttwre are 2 fan mils nedreulating 3.000 cubu feet pez m3nube esci4 Rsulting in 10.7 air c}ianges pet hour. This would make air stratificadon in the mom unlikely. Ihe combuiatlon oE the debectDr in the pan, the coroervaNve extiaust rate, and the high iedreWaNon rate pmvides a thoroughly aondde+ed, agineered exhaust sysbem for Hattery Rooms 401 and 006. We hope that tlwse msponses sadsfy the intent of the coda per your mview of the CCN building's eonghucNon donimants If you have anry questlorks or aonoms mprding any of the above, please do not lesifate to oll. 5inceiely. ? SCOTT J. 4AIA CIN Project Mchitect cc: Frisell Iaraon File Alecander Veseaholt Lindahl Vevea Tazr Rkhey Younge Befhlre Encloswcv O?Wsity of eaga a 3830 PIlOT KNOB ROAD 1HOr?S EC?w wYor EP,GAN, MINNESOTA 55122-1897 PHONE: (614) 454-8100 DnV10 K. GUSTAFSON FPJC: (614) 454-8363 P?w ??R? TIM PAWL£NiY THEODORE WACHTER Counrjl M¢mbers THOMnS HEDGES Crty Atlminimaror EUGENE VAN OVERBEKE February 13, 1990 c"y C'M LARRY JENSEN MICHAUD, COOLEY, ERICKSON & ASSOCZATES, INC 625 FOURTH AVE S, SUITE 1325 MINNEAPOLIS, MN 55415-1698 Re: Crav CCN BuilBina - Fire Protection of Electrical Areas Dear Mr. Jensen: In response to your letter of February 9, 1990 and pursuant to Sections 105 and 3804 of the Building Code, it is our determination that: 1. No sprinkler piping shall be located in the NSP vault and other rooms or spaces dedicated exclusively to electrical equipment regulated by Section 384-4 of the Electrical Code. 2. The automatic sprinkler system may be omitted from other electrical areas upon the determination by the electrical or fire protection design professionals of record that the application of water may constitute a serious life or fire hazard (electrocution, explosion, etc.). 3. Sprinkler openings may be plugged in ZDF rooms complying with the protection requirements for communication equipment areas in Section 3804, items 4A through 4D of the Building Code. 4. Automatic sprinklers may be eliminated in rooms where other approved automatic fire-extinguishing systems (e.g., chemical systems) are installed. 5. Non-sprinklered portions shall be separated from sprinklered portions of the building by fire-resistive occupancy separations with openings correspondingly protected. THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIN Equal Opporfunify/AffirmatNe AcTlon Employer LARRY JENSEN FEBRUARY 13, 1990 PAGE TWO 6. In addition to should be given sprinklered area monitoring. Sincerely, the smoke detection system, consideration to installing heat detectors in any non- where they might provide more effective -N Joe Merchak, Construction Analyst Protective Inspections JM/mg cc: J. F. Liska, Cray Research, Inc. Eric Lindahl, Cray Research, Inc. Craig Tarr, Michaud, Cooley, Erickson & Associates, Inc. Scott Newland, The Alliance Sill Akins, Electrical Inspector Dale wegleitner, Fire Inspector MICHAUD COOLEY ERICKSON & Associates, Inc. SUITE 1325 625 FOURTH AVENUE SOUTH Fe6ruary 9, 1990 Mr. Joe Merchak Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55121 r1G ? Consulting Engineers MINNEAPOLIS MINNESOTA 55415-1698 TELEPHONE (612)339-4941 FAX (612)339-8354 Re: Cray - CCN Fire Protection of Electrical Areas Dear Mr. Merchak: The CCN building at the Cray LOP site in Eagan, Minnesota has been designed and provided with a wet pipe sprinkler system, per 1985, UBC 3802 (b), including all of the electrical areas. Also, backup smoke detection has been provided for all of the electrical areas. The raised floor Computer Room areas have been designed and provided with halon and dry pipe protection. The Battery Rooms have been designed and provided with halon and wet pipe protection. After further analysis, the Owner would like to reconsider the options for providing fire protection in the CCN electrical areas. Enclosed please find a letter from Cray Research, Inc. requesting a variance to 1985, UBC 3802 (b.) for the areas outlined in their letter. Also enclosed please find a letter from NSP requesting a variance to 1985, UBC 3802 (b), eliminating the wet pipe sprinkler system in the NSP vault, room 002. Please respond by letter, as to the City of Eagan's interpretation of 1985, UBC 3804 in consideration of the request for variances. Your expeditious reply would be appreciated. Sincerely, MICHAUD, COOLEY, ERICKSON & ASSOCIATES, INC. tzuw Larry Jensen Copy: Eric Lindahl - Cray Pat Hughes - Cray Jim Frisell - McGough Bruce Richey - Egan & Sons Scott Newland - The Alliance Craig Tarr - MCE Steve Youngs - MCE Jim Liska - Cray Dale Alexander - Cray Tom Vevea - McGough Steve Fredell - ERC Larry 7ensen - MCE Guy Herr - MCE PRINCIPALS: ROBERT L. MICHAUD ROBERT E. ERICKSON DEAN A. RAFFERTY MONTV L. TALBERT, JR. DOUGLAS C. COOLEY , • ???? 7408 Northland Drive, Mendota Heights, MN 55120 •(612) 452-6650 • FAX 1672) 687-2999 February 7, 1990 Michaud Cooley Erickson & Associates, Inc. Suite 1325 625 Fourth Avenue South Minneapolis, MN 55415-1698 Attn: Dean RaFferty Dear Dean: Cray Research, Inc. has reviewed its requirements for loss prevention and business interruption and has concluded that the wet pipe sprinkler system should be deleted in the following spaces: Punctiun Room # NSP Vault 002 Battery Room 006 Electrical Room 008 Electrical Mezzanine_ 100_ Electrical Room 400 Battery Room 401 Emergency Generator Room 402 IDF Rooms: 235 317 415 515 Electrical Rooms: 221 243 314 323 406 427 501 523 Sincerely, ? J.F. Liska cc: Dale Alexander - Cray Steve Fredell - ERC Guy Herr - MCE Pat Hughes - Cray Larry Jensen - MCE Eric Lindahl- Cray Scott Newland - The Alliance Bruce Richey - Egan & Sons Graig Tarr - MCE- Tom Vevea - McGough Steve Young - MCE 4w I .nI Noiihern SWtes Aower Company Newpph Aroa I 3000 Mexwall Avenua NewpoA, Minnesote 55055-1001 Talephone (612) 459-5580 Steve Youngs MCE & Associatea 625 Fourth Ave. S. Suite 1325 Mi.nneapolis MF3 55415 Re: CCN Sprfnkler System Steve: February 6, 1990 As we had discussed, NSP would prefer not to have a splrinkler system i.n the switchgear room at the Cray CCN building. This gear was not built to wzthstand water leakage and water could cause considexable damage to the eleotronic componenta. There really isn't anything in this room that is Plammable, and if a problem were to accur within the room or with the NSP switchgear, thexe are protection sohemes set up to de-energize the gear. IY the gear got'wet there is e potential that these protection echemes would not work properly. This may be more hazardous than simply a7.l.owing the gear to melt down. 5lncerelqjgr-? / ?? ean Waltz Area Engineer fhIENliUB, COOI-EY, Ek?CK50R 3: F550CTATE5} Ir!G. 625 FOUR'FH FNL-.??UE 5DUTN. SUITE 1325 ' :6? W) a3°-4'?41 f'F?NP}FAfiOLIS, r"1SN^3E50TR 55415 FAX (612) 355_8354 FACSIMIl.E / DELIVERY ! POSTP.L FRC}M: ---- 306 #S: 62fRO4U _- ---^--_-_------_- T0: ! ?KCj?\ C, V - -------------- DATE: / 1 La -?------ COMPAM1IY' S_?.?---------- TIME Ih1: ----'-___ _ AnDGES&: ___---- ---------------T_----------_- * FRCS?MIL: ' FAY. FHONE: ( } `??` -OJG ? _ NO. OF PAGES= _____ ---- ---- t ME55AGE: _ ?? _ --^k_ r,n?. Tle rn?n? m M .,t k !i ?•a , S? 170o a I?+n $ fa.?L ??? lo ??!Sh? - .s__?_-'?---------- ?' -?-------- ! 4 you er:pari?nce a problem with thi_ FAX t:'ansmis<.4nn FLEASE CRLL t612> 3:>9-4441 T+/ Jr ? ??? 'jfi ;s '\=t "*. 67 ie ;"e he? ?• a? + 'dd 1?5L ? opp s4lto,5- ? SAh}E DAY DEL2VEkY ? AFF:ECT 1 IiGUR 2 H0URS .? f-iL}URS FkOUtdF? TE'tIf' S5FY4ICE= BY HAND - C'}IJR DELIVEftY PEFtSOPI MALLAF?n IIELIWERY SEP.VTCE ST. f'AI.iL - il A.M. bELIVEf?Y PICk LiP - CDNTACT PERSON: --------------------- * F'05tAL SEF,'IICE-.5 * SERVICE: F.EGULAR CARR:fEF: U.S. MAsL TYPE: REGISTERED OVEF.1`lIBHT UPS NEXT DAY CEF'TIFEED WEEM'END FEDERFlL EXFRE55 YNSUREn 05FSCE U5S OFkLY SF_NT HY7 _------°"--------__ 06/?5i89 TIME SEN1's _-- " ---- I00'39dd h3-lo0D Qf1kiHDIW WOaJ 8S:7i 06. 6 H3? . D. Pruvide a mini Porta-Feed #ar both the'hiocide and the chIorine stabIiizer (=$1,000). E. Provide a bioducsor and 1" solenoid valve. To be installed hy the Mechanica! Contractor ($300-500). F. Provide mechanical piping to accommodate the chemical injection. This includes providing a valved 2" line to the chemical treaiment from the 30" CDS line 6efore it drops through the floor. This 3ine shall have a 1" tee with a connection to the chemical treatment skid and a 1" line to the natatoriUm with solenoid vaive and bioductor installed in it. Connections between the hioductor and the chemical treatment skid is by 15370. (No price change 8x • Provide a bulk tank storage system for the sufphuric acid , This inciudes: (1) A 2^ F?-- • fill line to the CCN loading dock wizh a 2" staintass steel quick connect and 2" shutoff vaive. (2) A black stee! 1,500 gallort tank with a 6" gooseneck vent out of the top. The cank shail be cylindrical, 5' - b' in diametar and sit on 24" tegs. Provide a!00 gsilon day tank. 7he day #ank shall be coupled tq` the bulk tank hy a 2" line wiLh a shut-off vaive between them. The day tank will be fed by gravity and have a 6" gooseneck venL on it. See at'Eached Level 0, Parc Pian and Schematic. I• Proemergency shower/eye wash next to the chernital ireatment (p. 8) at 12.5 . 6. Provide 2 Runtai (4 total) VLX-14J14-V x lk for both stair !anding'S 3.5 and 4.5. the unit`s sha!l come complete with K-11 mounting brackets. The two units per floor shal! „e piped in series as if they were one contitluous element. See CC 06t ,?rtcwivtq ? Affac(?ect. J ZBD' 30t1d .131000 Q(1t1HDIW WOJj 69:ti 06, 6 H3J ** E00'39dd 7d101 ** LEY ? HAuU U? , CKSON ?gc qssaciates, Inc. Consulting Engineers - sr?e15wuaM "eauesourH ..MEwvaM MN ssa+S-+eaa PAx PHOW ta2easa? tz.s ?To Z" S3 - Zv?cJ? CenS1l?fi G?' ?.L? G??f0?5 ? GCA?1¦19 C?LtiL fiauCc- m i ?. b+octZ C`nlorinQ -7? Z?? O I6 wxl6`LXZ: p 'tiain . lScO 9gttiar ?qr.ti ld4 guLiof? ?? ? da.f ?--- --- -"'?? C? G4M4w, ?rekkrra,v {7(7e o?- I-+v 5+e n i? (?ay -}ur?C G? t?PG?" ?e ctid 'tn ?46 ? Z" l i Ae, b 4e ro? I ? I ? 1 ? J06: L'?u Cc-N ' JOBNO? SUB.IECT: C.hErn?Ca? TCfu'??hE'nt ? gY: CArT CHECKED: iP DATE: 11-pAGE _LQF? ( ^' ? ? c_7 ! ? f l ? 1 ? 3•7 N1ATA"710 ?? ll: M r,ti :zT p L,;, I E00' 3•_ldd .13-100D Qf1dH7IW WO?Jd 55:bi 06. 6 H3J <- ; Prdposal Request No. 31(Code Items) 7?: Joe The Alliance ARCHI7EC7URE PLANNINC INTE&IORS PRO ECT: CCN PROPOSAL REQUFST NUMBER 31 J _............_ ............._. _.... _......_......._.........__...... ................ ....... ......................_c?y x?? ?a? o? __rro?.. .... ..... - ? Eagan,_M[V,. ., DATE: anua 15,1990 COMM NO: 8853 OWNER: ............................. . Cray Research, Inc. ....... __........... .................... ....... .. .. CONTRACT'OR: ................... .._........ ... ....... McGough Construction Co. .... ............. 1440 Northland Drive 2737 Fairview Avenue North ___________________________ ______ Mendofa Heights,.lvlN 55120 St. Paul, MN 55113-1372 Initiated By: I-XI-Gror[+Er COQ2 af ,CIQ? F-I Architect Cf C:ontractor ? Consultants Copies: Q Alexander +?; ?,;?ndahl ? . ?. • Q Youngs ? Vesterholt x Frisell ?X Youngs ?X Richey ?X Newland FXI Vevea Fxl Tarr E Fredell ? File , . - - anotgrncee: ivi4h`?prT?wittioutbppiovaC:bytfieOwnet:anclffie'Arctiifeck.?:'r:;';.`';:.>;::: , ::', n(Written description of the Work): 1 5. x t i" arawuig. "x-117 drawing -------- - --- - ........................................... .... Mlnnesota 55403; 6141871-5703; Farz 614l871-7212 e ce ray Research, c PROPOSAL REQUEST NO. 31 January 15,1990 MECHAIVICAL PROPOSAL REQUEST TI'EMS 1. Provide a motorized smoke damper (by 15900) for the supply and transfer duct's serving stairwell CCN-Sl (8 total). Smoke detecWrs, provided by othecs, shall have an awdliary set oE mntacts for the unit mntroller to interface with. Upon a smoke signal the unit mntroller shall shut off the wrresponding VAV box and close both smoke dampers on that level. The dampers shall be sized to coordinate with exisdng ductwork. 2. Provide a 1-hour rated automatic fire damper off VAV 2-28 as the supply duct penetmtes Vesflbule 202. 3. Provide a 3-hoi:r rated automaHc fire da;nr =r o." ;'AV 3-S as tt;c sarply du,t F:,..ctrates into Lobby 339. ELECTRICAL PROPOSAL REQUEST 1TEM 1. Provide fire alarm ionization duct detecto7s for VAV box #2-22 (Motor #4625) in Room #227, VAV box #3-27 (Motor #4657) in Room #316, VAV box #4-28 (Motor #4687) in Room #408 and VAV box #5-31 (Motor #4721) in Room #502. -. i. ' '_-?"'. LJV _ - I v WJ I I DOUBLE OFFICE i ON?ER?J?t E ? - . ? i 5 ?: PIG ?? ? ? 253 I r, s53A Ln R 1GCESS ' , . ? - - ?? ? I DOUBLE OFFICE I 251 . LO 0. 251 I I 6' - 0" 8. _ O.. ? - ° SP€ AL! -?-- ' ?lEC7?-R141?8? DJUBtE 0FFICE 249 l ? 1-p J-1 pl, ?A 'o . I I I I at! 247 ? MOKER'S LOUNGE - 247 ? ' I 8.4 248 ,,, • 9 ? SEE a7 3 z 1A 1pni t -- - -? ?239D < --?? ._.- OR 45, 243 5A ? I C-1-A-5 ? 7. ' I I RIUM - ' ? C f?IDOR ? 72 ? ?_____ F 3?/4 ? I 6.3 ? I N .6 ? I I sIL ? I I -?--- ' 2._0 6.4 ( FLWI? VF\I °.? ? --'--L,-- 24 O ? ? 8.3 o j'ti-_,.., ? •? ?o?E-r; ? O 0 ? MEN 246 QUI. RIY? 2 1 1 H 5 3'- MECH. N 242 I -S ? = 1 III L 4 ExI r I ? Ac? h??LD R -M MArcN AKM61 VCT IM RIlIL. 1'E)(IUKE t 51904 " 6K(.iN691 ; STK.IPES VESTtBULE ??T o 6 D4CK 202 vcrI P r. 03 ? 51894 WNI 8',0'' _ 10'- 0" $.7 i -- , I STORAGE - 204 - ?-?--?-i--?--? : CORRIDOR CCN • ORO <- u, A tz OA ? 4 ? (? 4? PRbVIDE A DOUBLE ROW OF? CONCRETE PAVERS I 4.5 I 5'h « ? N W ? . LL .? . ?"?C - ? G?ctD F. I I E OPENING {N ALL I ? I ? -- - --? -> ------ -- -J -.-._- ? SEE Al.SO 17 5 ts/a 5.2 ! uORTH ? m _- `I , GA. , s?rr. Mrc., SCU , 15PPEK- O BE 20 3/4e op GONT.-NEM&9AAl _ovEK _6A-56 - , ?. FI.EVATtON Q SECTI(3!J ?2 UPPE a?f OPENlNG (N NOP,TH SGREEN WALC. - tR.31 1/I6/90 CCN 8658 8as3 CCIJ-4q( ti 5 !. SEE" u ? ? _ 4'' FX??''DE ? AvD Qi? nIEK1 rYQE c . Flxrv?E oN r EfzGEm(,,, EGRosS CIRCCJIr - SEE ??. /4DD_(1).JVE161_Fa(lL LI6N T- G Q, vcv?------- 7r- -? - ?-U--? -?------?- ..._ _ _ - - { i ? 1t30uF M I ? , -?„ DEcErE v?R ' F/GC /N Acw?E? -- - GEVEG -? ._. __-- ..-.--- - /Z/L//kl We C*a e/ . AgOV& o. .3 ? ' MICHAUD COOLEY D? JOB: c ^/ ERICKSON JOB NO.: _d_(3oo4D O SUBJECT: Sm?e- dai*?2r & Associates, Inc. Consulting Engineers sY: Cr?r CHECKED: swre+an E25i0UkiHAVEMIFSWTH MNryEpppUq.MN55A1S169BP110 FAX NE(?62'1?? ? DATE: 12-11-M PAGE _LQF_L f•l &%Si,n5 a„at New snwre rJ ew sc.? de I NCW SmolCe. dwm per -?) i-Cnns{ec aJc+ w/RFfl GXIS71M1) QJGT j VRV- Ko Y' TYPlGAL t1VRL Eb.ci- P1an (CCrJ-S I) r1o sc4le. P.cCErJ2J JAN 08 1990 7HE, ALL!ANCE DWN. CCN - O 7 The Alliance AKCHITGCTURIi PLANNING - - IN'IF.RfOKS Mr. Jce Merchak Construction Analyst Community Development Department Ciry of Eagan 3830 Pilot Knob Road Eagan, MN 55121 January 12,1990 Re: Code Responses CIN BuIIding Csay Research,Inc. Lone Oak Project, Eagan Commission No. 8853 Dear Mr. Merchak: We have reviewed your list of mde wmpliance items for Cra}'s CCN building, as suinmarized in the November 161etter to Jim Frisell at McGough Construction Company, Inc.. Following are our responses to each of these items. Also enclosed is Proposal Request No. 31 which defines the changes described herein, We have responded to your mncerns per your letter and our meeHng of December 21,1989. 1. Inferior finish of fhe wails and ceiling of the atriurn and aU unseparaEed syace shall be C1ass I. Provrde defn:7s subsEantiaring tNat the qroposed umA and ceiling finishes either comply with UBC 1715(h) or offer equivalent protection for the purposes intended by IIBC 1715(h). Resnonse Summary of finishes in Atrium 239/321/425/521/600, Corcidors 272/368/468/561, Lobby 339, Open Lounges 446/542, and Corridor 469: a. Vin-L-Teu paint (textumd, spray-applied), as manufactvred by The Proko Company: applied on walls over gypsum board. b. Eggshell alkyd enamel paint over primer/sealer: applied on walls and soffits over gypsum boazd. c Celotex "Cashmere" CM-454 amustical ceiling tiles. d. Cherry veneer panels (with hardwood edge trim): AWI System #2 catalyzed lacquer to be revised to a clear intumescent vamish. This product will be specified in conjunction with that provided for the birch panels to be used in Cray's Softwaze Division building. The mntractor has been given the option to provide the veneer over Class 1- rated partide boazd. All finishes are Class 1. 2. Corridors must be sepamted from rooms 248, 341E, 368, 448, 544, and similar areas by corridor wa11s of 1-hour fire-resistive construction as required by LIBC 3305(g), urith daors and ofher openings protected by rated assembues as required by tIBC 3305(h). 400 Clifton Avenuc South, Minncapolis, Minnesota 55403; 612l871-5703; Fax 612/577-7212 Mr. Joe Merchak Page Two January 12,1990 Regmnse Work Arca 248 to be pmvided with a 20-minute door with closer on magnetic hold-open (refer to Proposal Request No. 31, Item No. 1). Open office area 341E was mvised on 11/8/89 (see attachments). No heat sources aze expected to go into this area. Copy Rooms 368, 468, and 544 were also mdesigned on 11/8/89 to include 20-minute doors with closers (see attachments, new Rooms 366, 454, and 548B). All walls are 1-hour rated per sheet a8.1, P-1 partition type. PraUide at least one handicap parking space for each fifty spaces in acwrdance with MSBC 1340.0300, Subpart 5. Spaces must be idenHfred by a sign visible(rom insrde the vehicle parked in the space as required 6y Mss.169.346. Response These will be pmvided at the building's entry tumaround, with appropriate signage. The CCN building is expected to house a maximum 200 employees, taking into account a113 work shifts. 5 handicap stalls will be provided and documented on the forthcoming civil and landscape drawings. 4. Prauide a striped aisle uray through dock 203 frorn corridors 280 and 205 to vesribule 202. Re ponse The striping pattem intended Eor the floor of Dock 203 is shown on Proposal Request No. 31, Item No. 2. 5. Pianide a space 36 iruhes by 36 inches in front of handicap water ciosets which is free of door surings and other obstructions. Verify c(earance in ronms 223, 225, 301, 303, 405, 407, 503, and 505. See MSBC 1340.0500, Subpart 1. Re=nse In Toilet Rooms 245, 246, 325, 358, 429, 444, 525, and 540, as documented on DetaIl 3/a7.1, a space well in excess of the requirements of 1340.0500(1) is provided for one water closet per seu. The smaller toilet rooms (223, 225, 301, 303, 405, 407, 50.3, and 505) do not fully meet this requirement, and per our meering discussion of 12/21/89, these will not be identiEied as handicaFraccessible. We are, in fact, deleting the grab bars in these rooms. The main core toilets will be identified as handicap-accessible. 6. Verify that the micsawave pen is proaided wiEh an aoerflaw roof drain m scupper comphying with the provisinns of MSBC 13055700. Rep? The microwave pen will be provided with a scupper in the north enclosure wall, providing means for encess water to flow W the equal-sized drain to the north. The capacity of this drain has been verified as adequate to handle the addihonal ftow. See Proposal Request No. 31, Item No. 3. Mr. joe Merchak Page Three January 12,1990 The landing at donr 234D must extend at Teast orre foot beyond the door on the imvard szoinging htch side (MSBC 1340.0300, Subpart 6E). Response Door 234D has been deleted per our 12/21/89 discussion. Refer to Proposal Request No. 31, Item No. 4. 8. The door schedule on sheeE a8.2 does not irulicnte a 20-minule fire-rrsisErae raHng required by UBC 3305(h) on door opening 215B nor the rating required by IIBC 3309(c) on sfairway enclosure door S24A. Also, consideration shou(d be given to praaiding 3-hour opening profection to doorzuays 400, 402A, 402C, and 546B. Response Door 215B has been revised, per attached Sheet a2.2. This door will be 20-minute, solid wood door with an exit device on the Room 215 side, in a 20-minute rated hollow metal frame. Door S24A was inadvertently omitted from the Door Schedule. It has since been included on the schedule as equal in all respects to Door S2-413, which is actually in excess of UBC Section 3309(c). Doois 400, 402A, 402C, and 546 occur at the perimeter of Eleclrical Room 400, Emergency Generaror Room 402, and the air intake well outside of Mezzanine 500. These doors are presendy either 20-minute rated or non-rated and insulated. Due to the faM that a 3-hour separation in not a code requirement and the doors and frames are already on site and ready for inshallation, we do not feel the need to revise these doors. Additionally, Rooms 400 and 402 are sprinkled, with full detector cocrerage. 9. A door rnust be instalted beEween wrridors 312 and 320 to eJiminate viotation of LIBC 3305(e). This door musf swing in the direction of exit(rom 312 into 320 as required by 3304(6), must haae landings in compliance with 3304(i), must have an exit sign on the 312 side as required by iIBC 3314, and the (ire-resrstiae raHng musf conform fo 3305(g). Resnonse Per our 12/21/89 discussion, Door 312B has been relocated. Refer to Proposal Request No. 31, Item No. 5. 10. In addifion to the automatic fire dampers shawn on the mechanical drawings, insfall AFD's aE the follawing locarions: before the suppIy air di f fuser to vesHbuie 202; before supply air dif(user to corridm 312; in supply air ducts pertetrating atrium 321 after VAV boxes 3-9 and 3-10; in the duct penetraHng k6by 339 after VAV 6ox 3-8; before the suppTy air di f fuser to corridor 369 at VAV box 3-11; afEer VAV 6ox 3-27 at sEairway enclasure CCN-Si; after VAV baxes 4-15 and 4-16 af atrium 425; be(are and after the siipply air openings in open lounge 446 to isolate them from openings in rooms 448 arul 445; in the duct at corridor 470 after the diffuser supplying rooms 413A and 413B; after VAV 6ox 5-32 at freight elevafor vestibuie 507; after VAV box 5-16 at lounge 530; and a fter VAV box 5-14 at wrridor 562. Verify that automafic fire dampers are to 6e placed at the following locations: a(ter VAV box 2-19 at corridor 274; af the chase in ducts 20, 21, and 24 (sheef m2.2.7); arui after VAV box 5-18 at atrium 521. All automatic fire dampers which protect openings into stainvay enclosure CCN-Sl must be of the combinatian smokeJfire darnper fype (see IIBC 4306(j)). Mr. Joe Merchak Page Four January 12, 1990 R=? - Proposal Request No. 31 specifies a i hour Eire damper off VAV 2-28 as the supply air duct penetrates vestibule 202. - The supply air duct from VAV 3-29 that peneirates Corridor 312 is fire dampered per shop drawing coordination. - The supply air ducts from VAV 3-9 and 3-10 that penetrate Atrium 321 are fire dampered per shop drawing coordination - Proposal Request No. 31 specifies a 3hour fire damper for the supply duct oE VAV 3-8 as it penetrates into Lobby 339. - VAV box 3-11 lias been relocated above Toilet Room 358 and is fire dampered as it penefrates Corridor 369. - The supply air ducls from VAV 4-15 and 4-16 that penetrate Atrium 425 are fire dampered per shop drawing coordination. - The supply air opening in Open Lounge 446 is 3 hour fire dampered after the opening at the north wall (along F). Also, the opening in 446 is fire dampered before the opening at the east wall as the duct penetrates from 445. Both fire dampers were provided per shop drawing coordination. - The supply air duM off of VAV 4-31 is fire dampered after serving rooms 413A and 413B as it penetrates the Corridor 470. Also, the duct is fire dampered as it penetrates the corridor to Office 424. Both fire dampers were provided per shop drawing coordination. - The supply air duct off of VAV 5-32 as it penetrates the elevator vestibule 507 is fire dampered per shop drawing mordination. - The supply air duct off of VAV 5-16 as it penetrates CIN Lounge 530 is fire dampemd per shop drawing mordination. - The supply air duct off of VAV 5-14 as it penetrates the corridor 562 is fire dampered per shop drawing rnordination. - All ducts that run vertically through duM chases are fire dampered as they leave the chase. - The supply air duct off VAV 2-19 as it penetrates Corridor 274 is fire dampered per shop drawing coordination. - The supply air duct ofF VAV 5-18 as it penetrates Atrium 521 is fire dampered per shop drawing coordinadon. - Regarding the smoke/fim dampers to be provided at the duchvork penetrations serving stair CCN-S1; the reasons in the Code Review is that these dampers, in mnjunction with smoke detection, can maintain the enclosure smoke free. UBC-3309,1985, states that there shall be no openings into a stairwell enclosure. The 1988 UBC is modified to inwrporate ductwork openings with the necessary provisions to maintain the smoke free integrity of the enclosure. The system as requested by Jce Merchak conforms to the 1988 UBC. Mr. Joe Merchak Page Five January 12,1990 The VAV boxes, ductwork, AFD's and transfer ducts with that serve stair CCN-Sl on Leve12, 3, 4, and 5 are installed. To replace the AFD's smoke/fire dampers would requu+e a significant work effort. MCE has pmposed smoke dampers not smoke/fire dampers) in the supply ductwork between the AFD and VAV box, and on the wrridor side of the transfer duct (see attached Drawing CCN-096). A smoke detector is to be provided on the supply duct from the VAV box. Upon a smoke detection activation, the smoke deteMors on that floor would close. It is felt that the AFD and smoke damper mmbinadon offers the same level of performancc as the mmbination smoke/fire damper. This was agreed to at the 12/21/89 review meeting. 11. A smoke remounl sysfem is required in tenant sqaces adjacent to the atria. Provide substantiating erndence that the proposed design compties with or ojfers equiaatent protution for the purposes intended by IIBC 1715(b). Response The Atrium smoke removal system is designatE.d in accordance with UBC-1715(b)• Exhaust fan EF-5 is a 40,000 CFM unit. This fan exhausts through the top of the Atrium. SF-1 is for mechanical make-up air. Tlds fan is sized at 20,000 CFM. The control for this system is located at the building fire panel and is enacted upon either smoke detection or actuation of the automatic sprinkler system. The system mntrol can be manually operated as well. The third paragraph under 1715(b) references UBC 1807(g) for enclosed "tenant" (?) space smoke-conhol requirements. UBC 1807 (high rise) sets forth provisions for buildings with occupancy 875 ft. above the lowest level of fire department vehicle access (UBC 1807(a)). The lowest point of entry, in the CIN building, would be the truck dock (Level l, 884') and highest floor is Leve15 (936). Per the definition of 1807(a) this building has a height diffemnce of 52'. Because the scope of UBC 1807 does not apply to the CIN building, MCE has not provided for "tenant" space smoke removal. The building dces however, provide for automatic sprinkler system throughout the building. In addition, halon protection has been provided in Computer Network and Battery Rooms. All other rooms are not open to the Atrium and, per our understanding, are not required to be exhausted as part of the Atrium system The Atrium is separated from the office mrridors and Computer Rooms by 3-hour rated doors and fire shutters, thereby effectively compartmentalizing the building from the Atrium. Furthermore, the Computer Rooms can be independendy exhausted via the halon exhaust system. This duct is located on the south side of the Leve12 and 3 Computer Rooms, adjacent to Grid 145. ' Further calculations and clarifications can be provided upon request. 12. Submit documentation shwring that the exhaust systems for battery raoms 006 and 401 confarm to natiannlly recognized engineering practices (MSBC 1345.1340, Subpart 6). Resnse Battery Rooms 006 and 401 kiave sophisticated mntrols for the exhaust systems and we believe that they exceed any requirements pertaining to Battery Rooms: Each Battery Room has a solid state hydrogen detector that pmvides an analog output as to the hydrogen concentration. On a high hydrogen alarm the exhaust fan will switch to a high speed. Mr. Joe Merchak Page Six January 12,1990 The Battery Rooms have halon protection. Therefore, the duct penelrations have combination smoke/fire dampers for maintaining room tightness during a halon discharge. In a phone mnversatlon with Jce Merctiak on December 1,1989, he expressed rnncerns about a hydrogen build-up when the fire damper is shut. We do not feel this to be a problem. The hydrogen debeclion design is such that from a remote spot one can determine the level of hydrogen build-up. The hydrogen detection sensor is located within a pan, at the highest possible point Also, the only time the damper would not be resettable from a remote source would be if there were a fire in the room and the fusible link had snapped. In this event there would already be a fire in the room and we would not want to be fanning the fire by exhausting air from the room to bring the hydrogen level down. Battery Room 401 has a"worst case" gas release rate of 1733 cubic feet of hydrogen per hour. This is based upon the future total number of batteries at full charge. The battery manufacWrer tias recommended that the room exhaust rale be 100 limes tlvs, or 17,330 cubic feet per hour. The exhaust fan provided will remove 25,800 cfh at low speed and 64,500 cfh at high speed. Clearly, the exhaust fan was specified based on very conservative exhaust criteria. With the hydrogen being lighter than air, the gas muld theoretically accumulate in the pans of the ceiling. This is very unlikely, however, given the room's air circulation and air change rate. In addidon to the exhaust rates mentioned above, there are 2 fan wils mcirculating 3,000 cubic feet per minute each, resulting in 10.7 air changes per hour. This would make air stratification in the room unlikely. The combination of the debector in the pan, the rnnservative exhaust rate, and the high mcirculation rate provides a thomughly mnsidered, engineemd exhaust system for Battery Rooms 401 and 006. We hope that these responses satisfy the intent of the codes per your review of the CCN building's consWction documents. If you have any questions or rnncerns regarding any of the above, please do not hesitate to call. Sincerely, SCOTT J. NEWL , AIA CCN Project Architect cc: Frisell Larson File Alexander Vesterholt Lindahl Vevea Tarr Richey Youngs Bethke Enclosures I ? IQgTORAGE 9? ? I I03 W00I) PANEL`. i ? \ OPLANTER II I ?/ \ I I ?\ I ii ' ' \ OFiLES BY 0v1i, \ z - n I \ \ ? I<6>ELECTRIC WAl I HI A ? ' I 25 ;SEMI-RECES`. NL I I 1,7 ELCCTRIC Wril I?'g"SE CABIIJE- - _F ? nrKERS ? ?? I ' o ? 35 <C(jSTONE RE7FIP ? I 5 I ? ' (NOT W COtJI 6 ,FI?e EXiWGUi vCABWET I I 3.1 ? OFIRE EXTINGUI I 9 ' " OFFICE o i I I WI iH DRACKE pi . N UP 1U 0 351 FIP.E VALVE aC Eu I ? -3 351 a CAEINEI ? 319 ? I ° ° SECREiAIRY ? I I ? 368 OFFICE ? - I A-I-B- I 349 I ' 52- P IB ?6 COPIE oArS I P ORRID 366 OFFICE I I A_ 367 O ? I B-2 347 1 v 9] ? ( C". 55 8'-3 364 JIS - - - - OF I OFFICE I ? I ? 3646 345 44 I5'-0' 1 '-a' I . .. 2 _0 OFFlCE 22 5 7 I 364 OFFICE I - 6 A p 343 I 364 }u I MZ I OFFI ? - ,41D E 3628 OFFICE o i to'-o' 341D I ? SECRETARY I ? 341E ? F MGR.OFFlCE ? PI p 362A Off}CE I I 341C ?t - xic I = xzA < a _-_ __ ?IyaB I ? I I _ X 6 OFFIC MCR OFFICE . z 7 ? ' 341A 3478 I GUARD S ROOM ? 360 -- F °1 A- 1-B-t - ' - x Y %IB z-° 1 ? - Loe r ? 5] 4 2 33 j I , A n e/C ,H 3 6 0 a 1 1 1 ! T O B E L O W oq? I CESSE OOTGRILL y 6'-0 : 0 7 3 - 33X - - - - - - - - - - - - - - - - ------ - ^ t ' - - ? - ? - ELEE R. }n WOMEN 7 ?'?o' I . 323 N 27 ? 325?,. ? /I/B/89 LEVEL 3 (1'4 T,veRrN ,vo sc.41E ,_- - OCOAT ROD WI I SHELF ABOVE I I QSTORAGE ? . I <?>v?OOD 1'=uDt5 _ I/e>pl nnTFP 9 I I 25 ? .r!??ES 8 Y pNlf. J • /? i? C--_?- - 3 -? ? ,'%1_'-•0?' '• _ _ . _ ? Ii? ? 7 -'- - -- -/- ? ??c ? ? 2.-0_. I ? ELECTRIC vdAl U6 IA p? PI 1A ? ? ?HANDICAFFE[ 8 BASE : - Pi MC nn? R o ( nBINE T ?4 LOCKERS AIR S 0 CN-5 ? e I 0 <?,STCHE P,ETAIP n-2-n-4/s Q v? I ? ('!Ol II! COM FIRE EXTUa; I , 1• OFFICE ?\?, U - I sLaA I F ry ? L? ? P 3 ? 40} rnBwCi 92- ? a - 9 RF.E EXTIPlCUI 10 UP _4 F Q^63 I WITN BRACKE ? I ?61 ' F rIRE 'JALV[ ? SECRETARY i? OFFICE ? '- CABIIJEr ? I 456 1 461 I I ? I Si-a a_1_13_2 I I Pl _ ' Plix I v>s a COPIER7COA OFFICE n I aaa 454 I 459 - - O 8 -- !59 - ,? ?5 15? \ o OFFICE OFFICE I I ? 4528 457 ? s'-a' 12'- ' I 4 4 I &I ORRIDp I o ? 466 . OFFICE 452A A-1-B-2 Q OFFICE I 455 I I i a a55 4 453 I I OFFICE I I 453 I I 4 ? P2 CONFERENCE ? 450 I 1'-0" Y-3 A_l _6_2 0 P p ai OFFICE I 451 83 ROOF OF I ? n 150A _ALIc"- 451 _ LEVEL 3 SEE SHEEI 2.7 14 6 ? ? 4 9 + ? OFFICE q ' ia'-o' 449 I • ' I 11 7- 0 ?I I ? Q ? ` ?M I 0ucr+ 47 6 Q mt I OFFlCE 448 ?- - OFFICE I 22 ( - 447 - - \ / I - - PI 6•_0.. OFFICE 445 I OFFlpE 44 OFFICE 44 P I OPEN LOUNGE 446 I e-?pa-e/c-tp I? ? 4? ? 1 siw I CORRIDOR ?- I- ' P A ??T 467 a-i-a- a -1 I < -? ? -- - - - - ------ - ---?:- ? •o -- -?? .9, 42 y i 9 t I ? i? 4 u/8/89 GEVEL -? Ca T IJaRTN Nd ,5N&6- . O.. • y? ? ? ' .. Z _ X -2 _0 ? ocon SHELF ABOVE 1QSTORAGE I 1OO waOD PANEL? <P AITR I 19 St I S TTP 51 O5 FILES B7 Owp • '? -i ' - ? _ ? I'^FLECTF.IC v;t,t ?? f SEMI-RECES` i ^- _ _ _ _ + 1J \Z -O_ I 7 ELECIRIC V:,:1 a6 aa P7 PII^ I \ AN6TCAP?C: 7_ viie v) MANAGER'S OFfIrE + I<?>BASE CABINE- ? SiAIR ? I I SSy ' Q9 I.OCKERS CN-S I 0 ? '.l?.STONE f?ETAIP ?Y x-2-A-y5 I f ? - (MOT W CONI I FIRE EX FINGUI v ' N I u 557 ? I CABWET I SLAO I I f 0 FIRE ExfINGUI 923-0 - 557 I WITH BRACKE FlP C VAWF _ 555 -- _ . O 0 _ OFFICE - ? ? o rI CABINET I I CO%ER/COATS 555 p7 548D _ I I A_1_ _z s?ne 15-0' SaEa 6'-0` 12'-0- I ''-3'SECRETAR OFFICE A 548A. 553 ? ? 553 I 2._0 SSI -_ OFFICE ? 4 ` 3 I I 4 6 0 P E N CO RIDOR LOUVERS A ER 6 OFFICE u- seE e i A' 8 2 549 ? 3.1 ? Q I 549 I OUF I I 51] v? Pi16-W/ OFFICE ? I DRAINS I I QI 1N$IIL, 54) 4 ? i5 I SZgM. I OFFICE H3 Tro 545 s?s I 64 543 \\? I Qs 1 ? OFFICE , sa3 1 7 2 1ucH . I ' J I I OFFICE ?• 544 I _ OFFlCE j? '--?? 541 6 - I 1' ? ? ? I OFFICE ? OFFICE OFFlC j 535 6._0. 539 I 537 P] I OPEN lOUNGE ? S42 2 1 szie I - o CORRIDOR ? . I vA y_0 n 1 B 2? ?T _ . ?r - - - oR s v. 525 4 4 I 523 0 PF N,E;&a$_E I?`.v - - -4 a l/8/89 GEV61- 5 5) T NaRTN No,sCAt6- CCA/ - Asdc MfCHAUD ? ±-? JoB: C?ay ccAI COOLEY JOB NO.: A ftooQD ERICKSON SUBJECT: Smore d4ftNper- & Associates, Inc. Consulting Engineers Bv: C- 1 r CHECKED: SLIITEtS25 625FOURTHAVENUESOUTH MIWJEAPplI5,MN55A1S160BPHONE(612)J3ad9d1 DATE: 11'17--69 PAGE -L OFI_ FAX(612)339-835a r F? CGa - Sj T Nev,> smo?c? EXe%S+in avG?' 4 I?F S clam Qe7 NeW Smotie- D4M?eC ?x?s??ny -}Cans?ec d?ct w?RFp J 9 !? 2w Smo?.e de?PCior EX6S7V4ek? a4+ S VAJ 907- rk?P??ac- FIUHL Oxci- Plo.n (CGn1-5 I ) l?o Sla?2? RECF?'JLJ JAFJ 0819°0 7HE ALL!f1NCE pNIF. CCN - 0 46 Mr. Joe Merchak Construction Analyst Community Development Departrnent City of Eagan 3830 Pilot Knob Road Eagan, MN 55121 December 18,1989 Re: Code Responses CCN Building Gay Research,Inc. Lone Oak Project, Eagan Commission No. 8853 Dear Mr, Merchak: We have reviewed your list of mde compliance items for Crays CCN building, as summarized in ' the November 16 letter to Jim Frisell at McGough Construction Company, Inc.. Following are our responses to each of these items. Also enclosed is Proposal Request No. 29 which defines the changes described herein. l. Inferiar finish of fhe waI1s and ceiling of the atrium artd all unseparated space shall be CTass I. Provide defaiis subsfanfiating thaf the proposed wati and ceiIing finishes either comply with LIBC 1715(h) or offer equivalent profection for fhe purposes infended by IIBC 1715(h). Response Summary of finishes in Atrium 239/321/425/521 /600, Corridors 272/368/468/561, Lobby 339, Open Lounges 446/542, and Corridor 469: a. Vin-L-Tex paint (textured, spray-applied), as manufactured by The Proko Company: applied on walls over gypsum board. b. Eggshell alkyd enamel pain[ over primer/sealer: applied on walls and soffits over gypsum board. C. Celotex "Cashmere" CM454 acoustical ceiling Hles. d. Cherry veneer panels (with hardwood edge trim): AWI System #2 catalyzed lacquer to be revised to a clear intumescent vamish. This product will be specified in conjunction with that provided for the birch panels to be used in Cray's Software Division building. The contractor has been given the opHon to provide the veneer over Class 1- rated particle board. All finishes are Class 1. 2. Corridors musf be separafed from roorns 248, 341E, 368, 448, 544, and simiTnr areus by corridor wa11s af 1-haur fire-resisfive consfruction as required by IIBC 3305(g), with doors and ofher openings profected 6y rated assemblies as required by i IBC 3305(h). Mr. Joe Merchak Page Two December 18,1989 Response Work Area 248 to be provided with a 20-minute door with closer on magnedc hold-open (refer to Proposal Request No. 29, Item No. 1). Open office area 341E was revised on 11/8/89 (see attachment). No heat sources are expected to go into this area. Copy Rooms 368, 468, and 544 were also redesigned on 11 /8/89 to include 20-minute doors with closers (see attachment, new Rooms 366, 454, and 548B). All walls are 1-hour rated pcr sheet a8.1, P-1 partition type. 3. Prauide aE least one handicap parking space for each fi(fy sptues in nccordarue with MSBC 1340.0300, Su6parf 5. Spaces must be idenHfied by a sign visibie from inside the aehicTe parked in the space as required by Mss. 169346. Response These will be provided at the building's enhy turnaround, with appropriate signage. The CCN building is expccted to house a maximum 200 employees, taking into account afl 3 work shifts. 5 handicap stalls will be provided and documented on the civil drawings. 4. Provide a sfriped aisle way through dock 203 from corridnrs 280 and 205 to vestibule 202. Response The striping pattem to be provided for the floor of Dock 203 is shown on Proposal Request No. 29, Item No. 2. 5. Prouide a space 36 inches by 36 inches in front of handicap water closets which is free of door swings and other obstructions. Verify clearance in rooms 223, 225, 301, 303, 405, 407, 503, and 505. See MSSC 1340.0500, Subparf 1. Response In Toilet Rooms 245, 246, 325, 358, 429, 444, 525, and 540, as documented on Detail 3/a7.1, a space well in excess of the requirements of 1340.0500(7 ) is provided for one water closet per sex. The smaller toilet rooms (223, 225, 301, 303, 405, 407, 503, and 505) do not fully meet this requirement, but we feel that they do not necessarily need to given the presence of these other accessible water closets on each floor (refer to 1340.1400(3). 6. Verify that the micrawave pen is provided with an averflow roa`drain or scupper complying with the provrsions o(MSBC 1305.5700. Response The microwave pen will be provided with a scupper in the north enclosure wall, providing means for excess water to flow to the equal-sized drain to the north. See Proposal Request No. 29, Item No. 3. Mr. Joe Merchak Page Three December 18,1989 The landing aE doar 234D must extend at least one foot beyond the door on the inward swinging latck side (MSBC 1340.0300, SubparE 6E). Response Door 234D, in the southwest corner of Presentation Room 234, is intended as an exit-only door. With the recent revisions to this area of Leve12 (Sheet a2.2 attached), Room 234 will have a total of 4 means of exit and (without Door 234D) 3 means of entrance. In such a context, we do not mnsider the Corridor side latch width infraction to be a problem. Please review, based on the attached revised plan. 8. The doar schedule ort sheet a8.2 does noE indicate a 20-minufe firewesistive rating required by LIBC 3305(h) an doar opening 225B xor the rating required by LIBC 3309(c) on stairway enclasure door 524A. AlsO, considernEian should be given to praueding 3-hour opening protecfion fo doorways 400, 402A, 402C, and 546B. Response Door 215B has been revised, per attached Sheet a2.2. This door will be 20-minute, solid wood door with an exit device on the Room 215 side, in a 20-minute rated hollow metal frame. Door S2-4A was inadvertently omitted from the Door Schedule. It will be provided as equal in all respects to Door 52-413, which is actually in excess of UBC Section 3309(c). Doors 400, 402A, 402C, and 546 occur at the perimeter of Electrical Room 400, Emergency Generator Room 402, and the air intake well outside of Mezzanine 500. These doors are presently either 20-minute rated or non-rated and insulated. Due to the fact that a 3-hour separation in not a code requirement and the doors and frames are already on site and ready for installation, we do not feel the need to mvise these doors. Addirionally, Rooms 400 and 402 are sprinkled, wi[h full detector coverage. 9. A door musf be insfailed between corridors 322 and 320 Ea eliminate vioTntion of iIBC 3305(e)• This daar musf swing in the direction of exif frorn 312 info 320 as requiied by 3304(b), must have Iandings in compliance wifh 3304(i), musf furve an exit sign on the 312 side as required by LIBC 3314, and the fire-resistive rating must conform to 3305(g). Response C7arification requested. Intent of 3305(e) as related to this situation is not clear. Is Door 312B in the right place? 10. In additian fo the aufomatic fire dampers shown on fhe mechanital drawings, instalI AFD's at the fotlowing locations: before the supply air diffuser fo vestibuie 202; before supply air diffuser fo corridor 312; in supply air ducfs penetrating afrium 321 after VAV boxes 3-9 and 3-10; in the duct penetratittg lobby 339 after VAV box 3-8; before fhe supply air diffuser to corridor 369 at VAV box 3-11; a ffer VAV box 3-27 at stairway enctosure CCN-SI; after VAV boxes 4-I5 and 4-16 aE atrium 425; before and affer fhe supply air openings in open Iounge 446 fo zsolate fhem from openings in rooms 448 and 445; in the ducf at corridor 470 after the diffuser supplying rooms 413A and 413B; after VAV box 5-32 at freighf eleaatar vesfrbule 507; after VAV box 5-16 at Iounge 530; and after VAV box 5-14 at corridor 562. ' Mr. Joe Merchak Page Four December 18,1989 Verify fhaf automafic fire dampers are to be pTaced aE fhe foItoruing locafions: after VAV box 2-19 at corridor 274; at the chase in ducts 20, 21, and 24 (sheet m2.2.7); and after VA V box 5-1 8 af atrium 521, AII automatic fire dampers rohich protect openings into stainuay enclosure CCN-Sl must be of the combination smoke/fire damper fype (see UBC 4306(j)). Response -, Proposal Request No. 29 specifies a 1 hour fire damper off VAV 2-28 as the supply air duct penetrates vestibule 202. - The supply air duct from VAV 3-29 that penetrates Corridor 312 is fire dampered per shop drawing mordination. - The supply air ducts from VAV 3-9 and 3-10 that penetrate Atrium 321 are fire dampered per shop drawing coordination. - Proposal Request No. 29 specifies a 3-hour fire damper for the supply duct of VAV 3-8 as it penetrates into Lobby 339. - VAV box 3-11 has been relocated above Toilet Room 358 arfd is fire dampered as it penetrates Corridor 369. The supply air ducts from VAV 4-15 and 4-16 that penetrate Atrium 425 are fire dampered per shop drawing coordination. - The supply air opening in Open Lounge 446 is 3 hour fire dampered aFter the opening at the north wall (along F). Also, the opening in 446 is fire dampered before the opening at the east wall as the duct pene[rates from 445. Both fire dampers were provided per shop drawing coordination. - The supply air duct off of VAV 4-31 is fire dampered after serving iooms 413A and 413B as it penetrates the Corridor 470. Also, the duc[ is fire dampered as it penetrates the corridor to Office 424. Both fire dampers were provided per shop drawing coordinafion. The supply air duct off of VAV 5-32 as it penetrates the elevator vestibule 507 is fire dampered per shop drawing coordination. The supply air duct off of VAV 5-16 as it penetrates CCN Lounge 530 is fire dampered per shop drawing coordinafion. - The supply air duct off of VAV 5-14 as it penetrates the corridor 562 is fire dampered per shop drawing coordination. - All ducts that run vertically through duct chases are fire dampered as they leave the chase. - The supply air duct off VAV 2-19 as it penetrates Corridor 274 is fire dampered per shop drawing coordination. - The supply air duct off VAV 5-18 as it penetrates Atrium 521 is fire dampered per shop drawing coordinaflon. Mr. Joe Merchak Page Five Decembec 18,1989 Regarding the smoke/fire dampers to be provided at the ductwork penetrations serving stair CQV-Sl; the reasons in the Code Review is that these dampers, in conjunction with smoke detection, can maintain the enclosure smoke free. UBC-3309,1985, states that there shall be no openings into a stairwell enclosure. The 1988 UBC is modified to incorporate ductwork openings with the necessary provisions to maintain the smoke free integrity of the enclosure. The system as requested by Joe Merchak rnnforms to the 1988 UBC. The VAV boxes, duchvork, AFD's and transfer ducts with that serve stair CCN-Sl on Leve12, 3, 4, and 5 are installed. To replace the AFD's smoke/fire dampers would require a significant work effort. MCE proposes to specify the smoke dampers not smoke/fire dampers) be provided in the supply ductwork between the AFD and VAV box, and on the corridor side of the tmnsfer duct (see sketch). A smoke detector would be provided on the supply duct from the VAV box. Upon a smoke detecflon acrivaHon, the smoke detectors on that floor would close. We feel the AFD and smoke damper rnmbination offers the same level of performance as the combinarion smoke/fire damper. 11. A smoke remwaI sysfem is reguired in fenanf spaces adjacent to the afrin. Provide substantrafing euidrnce that the proposed design complies wifh or offers equivaienf proEection for the purposes inEenAed by UBC 1715(b). Regnnse The Atrium smoke removal system is designated in accordance with UBC-1715(b). Exhaust fan EF-5 is a 40,000 CFM unit. This fan exhausts through the top of the Atrium. SF-1 is for mechanical make-up air. This fan is sized at 20,000 CFM. The control for this system is located at the building fire panel and is enacted upon either smoke detection or actuation of the automatic sprinkler system. The system control can be manually operatcd as well. The third paragraph under ] 715(b) references UBC 1807(g) for enclosed "tenant" (?) space smoke-control requirements. UBC 1807 (high rise) sets forth provisions for buildings with occupancy 875 ft. above the ]owest level ot fire departrnent vehicle access (UBC ]807(a)). The lowest point of entry, in the CIN building, would be the truck dock (Level 1, 884') and highest floor is Leve15 (9361. Per the definition of 1807(a) this building has a height difference of 52'. Because the scope of UBC 1807 does not apply to the CCN building, MCE has not provided for "tenant" space smoke removal. The building does however, provide for automatic sprinkler system throughout the building. In addition, halon protection has been provided in Computer?Network and Battery Rooms. All other rooms are not open to the Atrium and, per our understanding, are not required to bc exhausted as part of the Atrium system. 12. Submit documentation showing thaf the exhaust systems /or battery rooms 006 and 401 conform to nationally recognized engineerdng practices (MSBC 1345.1340, Subpart 6). Response Battery Rooms 006 and 401 have sophisfica[ed mntrols for the exhaust systems and we believe that they exceed any requirements pertaining to Battery Rooms: Mr. Joe Merchak Page Six December 18,1989 Each Battery Room has a solid state hydrogen detector that provides an analog output as to the hydrogen commntratlon. On a high hydrogen alarm the exhaust fan wil] switch to a high speed. The Battery Rooms have halon protection Therefore, the duct penetrations have mmbination smoke/fire dampers for maintaining room dghtness during a halon discharge. In a phone mnversation with Joe Merchack on December 1,1989, he expressed concerns about a hydrogen build-up when the fire damper is shut. We do not feel this to be a problem. The hydrogen detection design is such that from a remote spot one can determine the level of hydrogen build-up. Also, the only time the damper would not be resettable from a remote source would be if there were a fire in the room and the fusible link had snapped. In this event there would already be a fire in the room and we would not want to be fanning the fire by exhausting air from the room to bring the hydrogen level down. Lasdy, the hydrogen release rate of the batteries is very small in proporrion to the volume of the room. The Battery Room exhaust systems have been thoroughly engineered. Any changes to these systems could degrade the design. We hope that these responses satisfy the intent of the wdes per your review oE the CCN building's consiruction documents. If you have any questions or concerns regarding any of the above, please do not hcsitate to call. Sincerely, SCOTT J. NEWLAND, AIA Project Architect S)N/lah cc: Frisell L,arson File Alexander Vestcrholt Lindahl Vevea Tarr Richey Youngs Bethke Enclosures . ? MICHAUD Jos: _C?Q? rc. .t,1 COOLEY Joe No.: Aft0p40 ERICKSON sueJecT: Sm?e- d4Toe_?_r __? & Associates, Inc. Consulting Engineers aY: CPrr CHECKED: su,-:-=:s 62cPOJR'' AJe\OC?0.-V MhNSAPO_I9.VNSiA1S1698FhONE(E12)S3¢4941 DATE: 11-17-99 PAGE _.f_OF fH.i(61:)3J9.biSL I Fl I LX?S-Vnq ?vC-ti ? J I ?? $n10L'2 ?r+ rlew 5r.4c A o4ec Ne0 smoke. de,fi??cr- >}+?? }?a?s?ec avc?' wlRFfl I t-X?S7?n5 dl)&t i URJ BoY- ' T'YPIGAL t1VRG Rxc+ Dtdn (CGnI-S I? n1o SCal2. I . QSTORAGE JG} w00D PnNEL ? - ? i I / ? I /? ?\ \\ OPLANTER I - i tt - ' A / irz'- 3 ! r g ? I f \ 25 O_iLES BY OWi 1<6,ELECTRIC w'A (SEMI-RECES NL _ I a I 051 I I? 7',=L-CTRIC wA p A i I' J 1 ? -_ _ - ? j' 1 Iv BaSE CnBiuE ro `y.?pCKERS I McR r o , ?STGNE RETqII I ?? I I l'S (NOT IN CON /?,-"E Exiir?ru v r qBWET I QFIRE EXTWCU - c, - F ?? UP 910' 0 OFFICE o 351 I 11 WITH BRACKE qP[ VALVE •c ESS I UP 1-1 351 - I ? I CA:sIPIET ?. Q? I I 349 ` ? I I SECREI v ? %8 OFFICE 9 - I A_11_B_ , 349 I I 6 -- -- r? ? COPIER/COATS I ° ps 366 ORRID OFFICE I I O 367 347 CC 55 g7_3- - 1) - ? I _ 36 O F 4 315 OFFICE I I ? P 3648 345 1 15'-0" 2._0.. 22 ( OFFICE OFFICE I 5.3 6 364A P 34] 1 I 364 3,3 / I - - - ? M2 o - „D - OfFI E '^ OFFICE i 3628 3410 I ? I 0 SECRETARY F ? AIGR. OFFICE 341E ? vi p 362A OFFICE I I 341C uc I - m ? - x ? - . ] -- -- n ?I3ae I ? i 5 I P ' 6 f 6 1.7 OFFIC NCR OFFICE Q 341A 341B I GUAR?S ROOM Q ? p 360 L R '- - . l? - _ r I 2 _O J I I I _ o ui ? ' I %19 ? LOB Y ? ? 1 s 7.4 2 i e 4 3 A-1/1?B/L-iH I I 1 T 0 B E l O W ? CESSE S]9A ? 3 OOTGR?LL <3> 7.3 A$ ?------ F . 7x - ? . - - -. ^' -ELEE OR.3z7 WOAIEN n ? . . . . ?? a- I 723 27 32 ? ? 11/8/89 LEYEG 3 ?,a Z.3) T NORTN NU SCAI-E r--- - Oj COAT ROD WI I SHELF ABOVE ? ? ? ?57GnAG? ? (? •::?OOD '.-: ?::; :? ' -__- -? ?/ ?-L TEP ?<5.rl'_E5 Bf OVR, _ • ,,' ? --'--: 1?? ? .- -.-. . -0I ? ELECiaic wnt afi pA v> I \ HANDICAFP? ? _vin p7 I MGR o? I<3>BaSC CnqwE I m?l o STAIR -465 _ I I 9>LOCRERS A?CN-S, i I o'1 a ? &STOIJF FETAIP N-2-e-4/5 I I' (NOT lid fpNl I ? I ? OFI'IrF I pJFIRE EX.iG;r:Ui ? I fpBM[T Aan UP I a63 ? ,(\FIRE EXTIPlGUI ? I . UP ° _s ( Q4sl I' I? WITH BRNCKE 461111 a I(?) lRE VALVE o F 1 i F " fABItJFT ' SECRETFRY I[?y OFFICE ? ? 456 I ? 461 IN/i n I •-i-P-d I I 52-4 G IA I ? n I P?s =coPiER7coa OFFICE I ;, I e P3A 454 a59 I A-I-B-Z <?> 8 459 ? _ _ - _-- r B'- " - - - _ _ OFFICE 45 451 OFFICE ? I ? 4528 457 ? is._Q.. 5'-o t7-" I 44 ? PoDO ? 466 ° I OFFICE e-1-0-2 OFFICE I I I 452A ? 455 i 6 ?95 I il 1 453 I I ' I OFFICE 4 I P21- CONFEHENCE 4? ? I ? aso I 1'-0" 1'-3 ? 1ro I ^ i OFFICE I ? I &? Q . 451 _ ROOF OF dMA?IGN 451 - LEVEL 3 + - - - - - SEE SHEEr 2 7 . ?o =o- -= 449 p- -? - - ? b Z OFFICE _ ,•_q? 0 1 ? ,}•-o- aae ? •.. ? Z._o. i ?? I I ??nuCn Q 5M p? i I da oFricE ?,? i N? p aae r_ oFiicE ? Sz ( ,\ aaf - - ? - ?? ? VI aT V_o• I ?._3_ ? 1 OFFICE OfFIQE OFFICE 6'-0- 445 I 44 44 ? p OPEN LOUNCE 446 I e-t/io?/o-1/4 4M 1 + sr. I" CORRIDOR ?- ` /I B B9 I P A , 119A- RB7 _A=1?B-I_ I - 0 LEVEL _ '° -?: - - - _-?? ?9A - ` T uo,erN Na sc,Fr.C 91 -? 4 I 91L_.? i I ?4Z. a ... _ aZ -4 - ?? IIII . 1.G_.1 Pr All w ?.? • • ?s' z?_O"' I ,?. ?.. X2,-0- I OCOA I , rd 2'_ii ?- .. I ShiELF ABOVE IQSTORaGE I IQWOOD PANEL`_ <P ANT I / 51 I n T+P O5 FILES BY OM • '?t _______._i ?_1 ` r! Frir.iC '4n7 :iEisi-RECESS ( -t-I _ ?- - - ? I - ?Y-0 ? 7 EIECTRIC v AN6TCnPPL! ? vue P? - e? MANAfER 'S f£flf[ ? I<>BASE CABWE I & CNNIS I?B 559 i ULJCY,ERS Z i I I sroNt r Frain ? 2151 (nior w coW I OFF IE r?FIRE ExTWGUI SlAB I F N II 557 0 CABWFT ? 923 ? /?FIRE E%TINGUI ? - ' S9 i WITH BRACKE ? 555 FIRE VALVE OFFICE 'o 'I I CABWE7 I COPIER/COATS 555 P7 5488 _ I I A-l-B-Z SIBB 15'-0" 548S 6'-0' t2'-0' I -?' -3 SECRETAR OFFICE p A 548A. 553 ? ? 553 I p•_p- 551 - - - - OFFICE I ° ? 55i 44 3 I ' 4'6 O P E N CO RIDOR ? LWVERS AI R E L 60 OFFICE ? ? ia - see 85 A -1-B-2 549 I 31 ? Q I I 5?9 I ROJF I ? 59] VI PilB- W? OFFICE ? I ORqMS ? ? 0? ?N$UL,' S4) 4.1 fi -6' I I I - R y.Z&M. - -- I OFFICE 83 TW I I a - I ? 345 - - - -- ? ? 515 ' I _ 62 ? OFFICE I I P 543 ? 1 I ° 6 ? - I 7.2 ? ? 1 ucu I OFFICE N4 Ul 11 Q 3 - 1 544 t _ OFFICE - 541 - a 6 _ _- - / . I 7 T ? OF FICE 6 OFFICE OFFIC I 535 6•-0' S39 I 537 I I OPEN LWNCE 542 I ? r - ^ e-ina?/c-?p ?^ I 2 sne i CORRIDOR - I °'" I ? ' ? ^_ ,?! ^ T ? _ - r ` -.- ? 14 u a E 0 E I s - - - / i • -ELEC- 5 z3 OR 525A 525 _ _B- i, :e a .? o1-.- ,. llSr/B4 cEVe L 5 ?'o Z. 5) T NoRTN NO.fCACE C C A/ - n s,c ? p ' REOI-NOT6 DATE 19 67 ..c ' TO M SUBJECT ?ipfJy CC?N ?/?A/.YG Tlr . . C 1 O EA l.) I lum'6iNG T.»SpcZTOWS 41,4UC 'RL-tAtI -t? 7F-Ifi C-IHCE1eu5 oF 7HE MN `7cr T HEALTH ? . AS ENUmEl2 ATEp Il?l TNF/R i-E77" sA al 15$9 7a 1 1 7HE Pl-UMB/N!s CoNT•?AB7Drt'. 1'Nf eoNSucTjN&- &y61NEt715 0 ? Mr- M-50 ~1h'E Of %IyE CON CC.w, 84P Kf(0C,-I IW614PJ7dQ5 LJ 46en A 1PEui6 ED NR7ATaRiu.,t DE3/,"/ n EDulrcb THaf ? evNFvnnf 5 7v 7H67A? SIGNED -?-JOE 146??GKAK, °?}? ?1 ? E iFaRnn, 45462 ? NO REPLY NECESSARY ? REPLY RE QUESTED - USE REVERSE SIDE POLY PAK (50 $ETS) 4P462 minnesota department of health 717 s.e. delaware st. p.o. box 9441 minneapolls 55440 O (672) 6215000 September 29, 1989 Mr. Joe Merchak Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122 Dear Mr. Merchak: Subject: Cray CCN Building, Eagan, Minnesota This ia a follow-up to our telephone conversation on September 21, 1989, regarding backflow prevention for the private well and municipal water make-up linea serving the natatorium and pond. We have the following comments pertaining to the plan sheets which you forwarded to us: 1. The natatorium overflow should come out above the adjacent floor elevation and then discharge downward over the receiving structure with an air gap. This would help prevent wastewater backup from entering the natatorium, and allow more visible indication of overflow or wastewater backup. 2. Verify provision of an appropriate backflow preventer to isolate the City waterline from the well, so that the well cannot pump into the City water- line. 3. Verify provisions to prevent the city water from flowing into the well. 4. Discharges to the natatorium and the pond ahould have air gaps instead of just air breaks as shown to prevent any possibility of back-siphonage. If you have any questions, you may contact me at 612/623-5517. Sincerely youra, Milton Bellin P.E., Supervisor Engineering Unit Section of Water Supply and Well Management MRS:cll an equal opportunity employer \? ?}f i MINNESOTA 1990 MEMO TO: JOE MERCHAK, CONSTRUCTION ANALYST FROM: JOE CONNOLLY, SUPERINTENDENT OF UTILITIES DATE: SEPTEMBER 18, 1989 SUBJECT: BACKFLOW PREVENTION OF THE WELL AND DOMESTIC WATER SUPPLY AT THE CRAY CCN BUILDING Joe, after reviewing the drawings that Cray supplied you with, I would still like to see the backflow device in the City's water line. As I see the drawings, it is not a legal air gap. It must be 2 1/2 times the diameter of the incoming pipe. If you have any questions, please call me at 454-5220. oe Connolly Superintendent of Utilities JC/nab coo E ° D?o ERICKSON ? . & Associates, Inc. Consulting Engineers SUITE 1325 625 FOURTH AVENUE SOUTH MINNEAPOLIS MINNESOTA 55415-1698 TELEPHONE (612)339-4941 FAX (612)339-8354 MEMORANDUM TO: Joe Merchak COPY: Scott Newland Rick Patterson Dean Rafferty FROM: Craig Tarr DATE: August 30, 1989 RE: Cray CCN Well This memorandum is a follow up to our phone conversation of 8-29-89 regarding the requirement of a backflow preventer on the well serving the CCN building as well as on the backup domestic water serving the natatorium. Figure 1 illustrates how the well serves the natatorium. A 10" pipe shall rise out of the top of the natatorium 3. The 6" well line would insert 1' into this 10" stu6. The invert of the well line termination will be a minimum of 24" above an 8" overflow loc:ated on the side of the natatorium. This 8" overflow is piped directly to a pit with a 6" floor drain in it. The same theory holds true of the back up city water which serves the natatorium except the line sizes would be a 4" domestic inserted into on 8" stub out of the top of the natatorium. (See M3.2). Figure 2 illustrates how the well serves the pond fill function. On Level 1 a 12" SD is stu6bed out 6' above the floor. The 6" welt line is inserted into the stub out, 1'. The elevation of the well line termination is then 889'. The normal level of the pond is approximately 870'. This means the water would have to rise to 16' deep in the Level 0 Mechanical Room and surrounding areas in order for the water to back up to that point. (See M2.1.0 and M2.1.1). The 6ack flow preventers in question are currently shown on the CCIY documents. It is our request that the requirement for them be deleted. Your expedience on this issue will be greatly appreciated. PRINCIPALS: ROBERT L. MICHAUD ROBERT E. ERICKSON DEAN A. RAFFERTY MONTV L. TALBERT, JR. DOUGLAS C. COOLEY 1VIICHAUD D JOe: A40o40 COOLEY ? JOB NO.: C(4J Ge-a ERICKSON SUBJECT: Nut?Q 'l,,m rna?e?v & Associates, Inc, Consulting Engineers BY: C-•j• CHECKED: $URE1325 625FOURTiAVENUE50UiM MINNEAPOLR, MN 55415-1698 PHONE(W)J90d9G1 DATE: PS"10-29 PAGE _L OF FAX(612)J30-835d b -to We.li ??` s1ob 81tea41.ow -?) ' ? 1 V '' W N io don.es?i c r,8'' s }?b ? 1 I .? ? 66$ ? -? ? ?. ? ? Fic) vr2 1 n1,+ t s,..le. MICHAUD Jog: CcQl c..c.A? COOLEY JOB NO.: AA0040 ERICKSON SUBJECT: & Associates, Inc. Consulting Engineers ev: cAT CHECKED: SOIiE 1325 625 FOURTH AVENUE SOUTH MINNEAPOLIS, MN 5 5 415109 8 PHONE (612)339d9a1 pATE: 1?2212 PAGE a- OF ol FA% (612)9348354 Q Leve! I 'I he. no c ? I S 877 rri?uc2- 2 /Jo} -6 Sc?.Ie .? a» (50 0 r Transmittal ? The A1liance ARCHITECTIfRE PLANMNG INiER10R5 3,c:?P??//?/yU??C???a?? (i'Q i Y CC& Wc are sending you the following: Prints H Shop Drawings x SpecificaHons Sampies s r, DATE: l 7 COMM NO: p-p- - 3 0 O E[VCLOSURE TO: COPIES TO• s r Correspondence Item No. co ies Sheet no. Descri Kon ? ? ?? ??? ? )(e- ?????? Ae,,'? 2 eC ?a? a 3 4 5 For approval As requested For bids due 19 X For mview & comment ? For your use Revise & resubmit a? ? _ !?e .. 41V ? . /?tii?t?r?- DH ATE: 9 S? iv2Pcr- /??~-cGfi`?cr- V7 Accepted as noted For distribution 400 Clifmn Avenue South, Minneapolis, Minnesota 55463; 6771871-5703; Fax 672/871-7212 . McGouSh Construction Co., Inc. 2737 F'airview Avenue North S[. Paul, Minnesota 55113-1372 (612)633-5050 August 3, 1989 Mr. Joe Merchak City of Eagan 3830 Pilot Knob Rd. P.O. Box 21199 Eagan, MN 55121 Reference: Cray Research, Inc. - Lone oak Project Dear Joe: "The Fourlh Ceneration of CraJtsman Bui(ders° This letter is a follow-up of our letter to you dated June 7, 1989, a copy of which is attached. We would like to bring you up-to-date on the status of the construction and building permits at the above referenced project. CCN (Building B) 1. We are currently forminq for the roof slab and plan on having the roof slab completely poured out by mid-AUgust. 2. We currently have permits for up through Level 2 and have received verbal approval from your office to proceed beyond that point. Software Division (Building D) 1. We are currently completing all footings and foundation wall work and plan on starting to pour the support slabs starting next week. 2. We received the complete building permit from your office on July 26, 1989. Commons Facilities (BUilding C) 1. We are currently continuing work on the footings and foundations. 2. We received the footings and foundation permit from your office. 3. We will have completed drawings by August 15, 1989 for this building which we will drop off to you immediately with an application for a complete building permit. City of Eagan August 3, 1989 Page - 2 Software Training (Building A) . 1. We are presently completing the interior finishes of the building as the owner plans on occupancy on October 1, 1989. 2. We have all the necessary building permits and plan on contacting your office for a preliminary final inspection as soon as practical. If you have any questions or concerns regarding the above, please contact me. ). , INC. cc: Eric Lindahl - Cray Research, Inc. John Lackens - The Alliance Dale Munkelwitz - McGough Jobsite Sincerely, ` 24 '69 15:23 BRW INC. A CfiI I I tiiy BFnv nrC • nHRESNEnsOUAae 7007HfAOS7REEfSOUin MINNFAPOLIS MINNESOfA55115 P.2i3 TRAN5Pq'OR?TATION ENGINEEPoNG UA6AN DESIGN PHONE' ti1213760700 PNl, E7213741318 MINNEAPOLIS DENVER PHOENIX TUCSON $T pETEp$gUqG F''At2GEjrS L I £ 2? l3LG?.!< 1 CRq y ZNt> A DD'N. 2,L,A'D l.lH IT T:7ee.. E39. 9`l 0 Ac_PEs X I ozD /qc4eE AmauNT PAip !`I61I = SQ FT X?QS/SF= ?MOUNT PA?D Feb,b? I !Xq - _ li 9? 7 e 9, 37? 54-166/.}f0 oR SN,6?2 - ? 9s/9 9 Y. loo 179 zn r) . SSCl I 167G c? , gf? oie I I C>'lql ' 3- lir Transinittal The Alliance ARCHITECTURE PLANNINC INTEAIORS ?8'"3 0?? %ar?i?la6 ?iCocr cC co M NOZ - Z ? Al-IN:Nl1VN: ??? SuB)ECr: C/2i v ;eoeJ'?°q2?/! ?'Cftll We am §ending you the following: H Prints Shop Drawings SpecificaHons Samples ENCLOSURE TO: COPIES TO: 'Correspondence Item No. co ies Sheet no. Descri tion , sva? 7? z sa??n r? 3 4 5 Forapproval As requested For bids due H Accepted as noted For distribution 19 For review & comment Revise & resubmit or your use I' ? I ciuy,;.r ark1qM+e 6/z-Xf'9 400 Clifton Avenue 5la6th, Minne*olis, Minneaota 55403; 612/871-5703; Fax 61Z/877d212 ? , . CCN SQUARE FOOTAGE ? SUMMARY Comm No. 8853 January 30,1989 SWre CaIM Level 1 Ixve12 I.evel 3 Leve14 Leve15 Penthouse Totals Offices 690 5,483 6,987 5,878 5,843 0 24,881 Conferences 6z L.ounges 0 1,118 1,019 1,663 2,052 0 5,852 Storage Rooms 0 901 777 861 820 0 3,359 Presentation Rooms, 0 1,464 0 0 0 0 1 464 Classrooms , Reception, Waituig and 0 0 1,112 0 0 0 1 112 Vestibule , Computer Rooms 0 17,338 22,094 0 0 0 39,322 Repair, Shops, Staging Rooms 0 3,125 0 0 0 0 r. 3,125 5?irs 675 764 695 554 531 326 3,545 Corridors 0 4,877 2,822 3,267 2,699 . 0 13,665 Atrium F1opr & Stair 0 1,816 1,108 1,426 1,385 0 5,735 Atrium Void 0 0 943 845 1 005 707 , 3,Spp Tel., Elec Qosets 0 361 387 413 511 0 1,672 Toilets 0 924 734 734 734 0 3,126 Elevators 197 303 303 303 303 398 1,807 Mechanipl Equipment 21,914 0 0 4,175 0 2,167 28,256 (Mezzanine) Mech. & Elec.(chases) 796 530 616 545 Electrical Equipment 4,216 0 466 18,392 (inc. 2,483 (half of MDF) S.F. Mezzanine) Dock 0 605 0 0 LOP 1,800 275 466 0 ?4 (Electrical) (Utility (haif of MDF) 6 tunne]) 369 (Mechanical) (half of Message Center) 1,697 (Utility tunnel) 424• 202 0 0 0 0 0 0 2,513 23,074 605 11,451 TOTALS 38,229 39,884 40,88g 39,056 16,307 3,600 178,164 G.S.F. ?Gr?. 'Bki?'Piwa R HA I-65-X_f5?1! ? 7 Y 3 rl E ? 1 4U ..._ pez.K) 3v 1?uLkl ? / - - ' _ yon. y i. o 31 114.o C?roo? - Ss?i 3 r7 r7 5?2 = Z?! O Z 17 _ - _ C -67s rz`j?_??-C-c??__?_" X 3 - Lt 7C. ??? 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' s? 3v = - - 32y i0_ -- - -.??`? ?- ?-`?-- (isK?? _ 11t?`-! --- - - "3 G ---- - -- ZK (135? _ ??1y`?? • LevC-L Z`i - - - y LEueL, -- 1-1 14 1014 0 v o 1 , McGouSh Construction Co, Inc. 2737 Fairview Avenue North St. Paul, Minnesota 55113-1372 (612) 633-5050 June 7, 1989 1Jel2T3RL- o,K, p tu L,( o N CCN Mr. Joe Merchak A-r City of Eagan owN P-i4X 3830 Pilot Knob Rd. P.O. Box 21199 ? Eagan, MN 55121 --- Reference: Cray Research, Inc. - Lone Oak Project Dear Joe: "The Fourth Generation of Craftsman Builders° This letter summarizes the status of building permits for both the Corporte Computer and Networks Building - CCN (Building B) and the Software Division Building (Buildinq D). CCN (Building B) 1. We received a footings and foundatian permit from the City of Eagan, dated 2/9/89. 2. We reoeived a structural framing permit up to and including Level 2 from the City of Eagan, dated 3/15/89. 3. We dropped off a complete set of contract documents on 4/21/89 and made application for the final building pernit. As of this date, we have not received notice that the permit is ready but have received verbal approval from you to proceed with work beyond Level 2. Software Division (Building D) 1. We raceived a footings and foundation permit from the City of Eagan, dated 4/27/89. 2. We dropped off a complete set of contract documents on 5/31/89 and made application for the final building permit. As of this date, we have not received notice that the permit is ready but have received verbal approval from you to proceed with work beyond Level 2. In both instances, on the CCN Buildinq and the Software Division Building, we are proceeding beyond the work for which permits have been officially issued laut only per verbal approval from . a ?;8 ,lUN g.'49? City of Eagan June 7, 1989 Page - 2 you. We do not have a problem with this procedure but are con- ; cerned that you may request changes in the work that may already be in place which would in turn cost additional moneys for demo- lition and re-.working. Example - We are currently working on the Level 4 framing in the CCN Building but only have an official permit up through Level 2. 2 trust we can receive these permits as soon as possible to avoid re-working items that are already in place. If you have any questions, please contact me. S_ncerely, H CONSTRU TION CO., INC. A. Frisell JAP/csl cc: Eric Lindahl - Cray Research, Inc. John Lackens - The Alliance Dale Munkelwitz - McGough Jobsite Memorandum The Alliance ARCHlTECTURE PLANNINC INTERIORS TO: Wegleimer Merchak Lindatil Frisell Ramerth Rafferty DATE March 7,1989 Talbert Vesterholt Beckmann Olson Lackens Gilmore DeAngelo Newland L.aFrance File RE: Fire Department Access to the Meadow Cray Research,Inc. Lone Oak Project, Eagan FftOM: JERRY HAGEN 'YX COMM. NO. 8850 A meedng was held at 3:00 p.m. Monday, March 6,1989 at the City of Eagan to review Fire Department requirements in the meadow. Those present at the meeting were: Dale Wegleitner Fire Inspector, City oE Eagan Dale Beckmann BRW, Inc. Jerry Hagen The Alliance A summary of the discussion follows: 1. BACKGROUND Hagen presented a site plan showing all the proposed buildings on the site and their relaHonship to the meadow area. Hagen rnnfirmed that all the buildings will provide standpipes ir. all s:air wells. Wegleitner explained that the standpipes were necessary because the Fire Departrnent cannot access all sides of the buildings. However, his maim mncem now was how to access the meadow to fight fires that may start in the grass or woods and to protect the buildings. He indicated that access to the meadow would be required for a small truck. Beckmann reported that Cray planned to maintain the meadow somewhat but the design of that area has not been mmpleted. Cray is exploring ways to minimize risk of fires on the meadow (i.e., not allowing smoking on the paths). 2. REQiJIREMINTS/DISCUSSION Review of the site plan showed the only accepfable location for access to the meadow would be between the CCN and Software Division buildings. Hagen reported that the clearance under the skyway between the buildings is 10'-0' due to the utility tunnel 400 Cliflon Avenue South, Mlnneapoli., Mlnve?ota SSIOJ; 61L6'l1-5M; Fax 67L61f-f212 ? Y MEMORANDUM Page Two March 7,1989 connecHng the buildings underground. Wegleitner stated that 1(Y-0" clearance was : adequate and that the axle weight of the vehicle accessing the meadow is one ton. No ' special roadway or fire lane would be required, only a base material under the grass to prevent ruts, etc. is necessary. Several options on how to get water to the meadow in the event of a fire wem discussed. Beckmann suggested locating a hydrant somewhere near CCN's entry turn around. This would allow the fire department to hook up to and the hoses rnuld be pulled to the meadow by the smaller truck. Wegleitner approved this opdon. 3. CONCLUSIONS a. Access will be provided to the meadow between CCN and Software Division under the skyway (10'-0" clearance). No special mquirements necessary except a base capable of supporting a 1 ton truck (which then could be sodded). b. A hydrant will be provided at/near the CCN turn amund north of the skyway. A proposed location will be sent to Wegleitner for approval. JH/lah a i 1 Memorandum ? Meeting I v I Telephone )nJ The Alliance ARCHI7ECTUAE PLANNINC INiBAIORS PROTECT: DATE: , I ? . TIME: p O - t l? TS COMM NO: jr-, svaJECr:...?.?-..M.ox.?.....??.??F.....k?..r. coriE.s.._..._:..PP-?......??.?.E.?.rn.?.,........... s..A< .. .??.....r....1 M,?..?.?2..... GQ.?.So?.... MET TALKED __ ........................... COMI'ANY: 'L f4-c?. PHONE NO: e ? - -. „ .-.?? .. . . . . ?tAC 33oCo?+'?? wNlc}{ RB?uII?C-'j IC? . SQ. FT-. Hr: ?. _ ...... .. _.......__ ............._...... ............. __..............Trr[,E:.................. 400 Clifton Avenue South, Minneapolis, Minneeoq 55403; 612/871-5703; Fax 6141871-7212 DATE: ?? 13- Metropolitan Waste Control Commission Mears Park Cenae, 230 East Fifth Street, St. Paul, Minnesota 55101 612 222-8423 January 23, 1989 It Mr. Joe Merchak , Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Merchak: This letter is to inform you that the Metropolitan Waste Control Commission has made a SAC determination for the Cray Research Building - Corporate Computing and Networks Addition to be located within the City of Eagan. It has been determined that 18 SAC Units should be assigned to this portion of the building. This determination was made as follows: SAC Units Charges: office 23495 sq. ft. @ 2400 sq. ft./SAC Unit Computer Rooms 30780 sq. ft. @ 7000 sq. ft./SAC Unit Storage/Shop 4950 sq. ft. @ 7000 sq Showcase 3273 sq. ft. @ 3000 sq Training/Conference 2752 sq. ft. @ 1650 sq ft./SAC Unit ft./SAC Unit ft./SAC Unit Total Charge: If you have any questions, please call. ' cerely, ??- Donald S. Bluhm Staff Engineer DSB:RWJ cc: S. Selby, MWCC Carolyn Krech, Finance Department, Eagan Jim Frisell, McGough Construction ?(D Years 2930° ll. 909 9.79 4.40 0.71 1.09 1.67 17.66 or 18 Transmittal 1'he Alliance ARCHIYECTURE PLANNING INTHHIORS ' DATE: Z Z L?c. To: .......... .... ._.. ........... COMM NO: Item No. co ies Sheet no. Descri tion A /ea , a Z, l- jp ,v oo/- G/"!f CC11/ c,.'l 1H 2 p. t 7L1 Qcc a-?c J'rv s 1,ea. 7,(- ? ?? 666,1- 4w - C/L°a/1 p !vll?`l'PJ 4 a f /'- vil n m"Ql?lffQ! Forapproval As requested For bids due H Accepted as noted For distribution 19 For review & mmment ? For your use Revise & resubmit u BY: s??W J : eu/fa vt PeOr 400 Clitton Avenue South, Minneapolie, Minnesota 55403; 614/871-5703; Fax 6121871•7212 We are sending you the following: Prints H Shop Drawings Correspondence Specifications Samples 0 021:t.%.i.vC .NO.!:4: Pt:mi1 Vn. WELL CO NSiR UCTION AND ,aBANDONMEN'[' WELL PERNIIT 895002 .•?-;? DaI'iOTA COUNTY PUBLIC HEAI.TH DEP.i,RT,YfEPIT EWIRONMEiNTAI. IiEAI.TH SERVICES SECTION - WATER QU?.LITY ?t?uvaGE?tE:lT L'YTT 33 E WenvNOrth Ave, Wac St. Paul. MN 55118 Te!epnonc:(6L^)450-=60i WHEREAS PERMITTEE: DBA: E.H. Renner & Sons ADDRSSB: 15688 Jarvis Street Elk River, NII1 55330 has paid the sum of three hundred ($300.00) dollars to the Cou of Dakota as required by Ordinance Number 114 and has compl with all the requirements of said Ordinance necessary obtaining this permit to construct the well or wells descri herein: A water supply well for use as water make-up in the coolin operation for Cray Research Inc. The well shall be constructe to a depth of approximately 500 feet and terminate in the Jorda Sandstone Formation (ej). The well shall be constructed i accordance with the Minnesota Department of Health Chapter 472 Water Well Construction Code and Dakota County Ord. 114, Wel Construction and Abandonment and the specifications submitted t this office. and located in the municipality of Eagan on the property Owner: Cray Research Inc. Well Owner (if different) Address:655 Lone Oak Drive Address: 14401 Northland Drive Eagan, MN 55121 Mendota Hgts.,Nal 5512 Telephone: Telephone: 681-2902 NOW, THEREFORS, E.H. Renner & Sons is hereby permitted an authorized to construct the well or wells described and locate above for the period May 1989 to May 1990 subject to al provisions of said Ordinance and any conditions attached on th reverse side of this permit form. Given under my hand this 2nd day of May 1989 NON-TRANSFSRABLE / ?? cJi ENVIRONMENTAL HEALTH SRECIALIS ATTEST ENVIRONMENTAL HEALTH-`SUPERVISOR PUBLIC HEALTH DIRECTO ?2? vAT? LU??L i C24y 2ESr-A2c Cooling w?^ Towers ?".-.-•- -*85 Cooling Tower Sum p Make-up e grees F. Weil Pump 450 gpm maximum! Condenser Water Pumps 15,000 Evap. gpm Chilled Water Pumps 8,570 gpm A/C Load 58 degrees 5,000 tons Condenser Water Loop (Recirculating System) 95 degrees F. Chillers (5,000 tons) Chilied Water Loop 44 degrees F. Conventional Chiller/Cooling Tower System w/ coolina tower makeuq via well water (This is the system proposed by Cray Research, Inc.) The maximum cooling tower makeup requirement is approximately 3% o( the condenser water flow rate. Evaporatfon represents 1%, drift represents 17 and biow down to control the buildup of chem- icals represents the other 1%. Evaporation is less when the outdoor humidity is higher, drift is de- pendent on wind, the lower the wind velocity the smaller the amount of water lost due to drift. After chemical levels buildup, water is drained off and new water 1s added to dilute the concentration of chemicals. The makeup is controled by a level control in the sump. After enough water is lost to the point where makeup water must be added, the well pump is energized and makeup water is added. The makeup is not a continuous flow. It is estimated that the well wouid run 25% of the time. If the well wasn't available, the water would have to be made up with city water. The well provides a 2nd source Condenser Water System (once through continous ftow system). 58 degrees F. 78 degrees F. Cond Chiliers (5,000 tons) Well Pump Evap. 7,500 gpm Storm SSewer t5Chilled Water ps 7o pm Chilled Water Loop A/C Load 58 degrees 5,000 tons qq degrees F. Chiller Svstem w/ Well Water Condensinq , (This is the system which is controversial and is impacted by the current proposed legislation.) • M Main water meter from city Water Main Water meter from city Water Meter tor Chemical Treatment To Pond M RPZ Watts tt909 approved backflow preventor. ?e V/1V?I / N G i-c POND - CYD$f C.INHCLf10V? Indoor Sump Tanks From Well Lawn Irrigation pumped from pond. Lrr 1 $Lk.I GKA`1 ZkD The Alliance ARCHITECTURG PLANNI4G NTF.RIOR$ Mr. Steve Hanson Assistant Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 November 30,1989 Re: Cray Research,Inc. Lone Oak Project Building/Street Numbering Revisions Dear Mr. Hanson: We would like to propose the following changes to the building/street numbering system for the Cray Research Lone Oak Project. At this time, the Sofhvare Training Building is the only building which is occupied. I have noted the anticipated occupancy dates for the other buildings. Building Name Sofhvare Training Marketing Distriburion Center Commons Facility Corporate CompuHng & Networks (CQV) Software Division Technical Operations Proposed Street Number , 655A Lone Oak Drive 655B Lone Oak Drive 655C Lone Oak Drive 655D Lone Oak Drive 655E Lone Oak Drive 655F Lone Oak Drive 655G Lone Oak Drive "Old" Street Nnmber 655A Lone Oak Drive 655C I.one Oak Drive None 655B Lone Oak Drive 655D Lone Oak Drive 655E Lone Oak Drive None Occupancy Date October,1989 To be determined To be determined June, 1990 June, 1990 June, 1990 To be determined Please refer to the attached site diagram for the proposed numbering system. Based on our telephone conversaNon on 11/28/89, we understand that you do n(Lt have a problem with the proposed changes. Accordingly, we are proceeding with design and ordering of final site sigmage follawing the proposed new building/street numbering system. Sincerely, ?" PETER VESTERHOLT, AIA Principal PV/lah cc Lindahl Alexander Munkelwitz Hagen Liska Frank Lackens Olson Fett Hoppe DeAngelo Newland Rank Wickem May File Baker Frisell Gay 400 Chkun Avenue South, Minneapolis, Minnesola 55403, 612/871-5703; Fax 612l871-7212 . I . I J ? ;,;e' ?. ?? / ?i ' ; \ \ ro ? pE/?? ?r vy?!.DI RIB 4J RF1 ON I''?? \? ?• /?-F'R CENTER ? ? i,? ?'?I ?i?? . -? • ? 1 ? '?--• . ?y ? i i q \? . E . 1 \\\LZ\\\??\ ? ?t G CCN 655E ? ? --?- I SDIF1310rv - -?1 s 9 - - d `?? CO?MC7qS / s J?,? 5D-???o_? I YI ? i ?\ \/ ?? ? SOFT ? RE TRAINiN G /?i ?? \9?\ i'9 11 5 tsEi ??.?FIA??. ?910-,? ? ? • I? /? ? ?? ? 1\ ? I ?/) ?? ? 9 , ?':_}.____. . • ??9Q 9co --? .vyc c REV= C.RAY RESEARCH, INC. - LONE OAK PROJECT STREET NUMBERING 11/30/89 .};Li 2006 FIRE SUPPRESSION SYSTEMS rERMiT aPrLicnTioN City Of Eagan 3830 Pilof Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 Fax # 651-675-5694 Requirements: 2 complete sets of drawings and specifications cut sheets on materials and comnonenrc rn 6P mPd 4!P6G. So Date Site Address: ? e DA?c Tenant / Building Name: w\ CJ? 3 The Applicant is: _ Owner x Contractor Other V? PROPERTY OWNER Address: City: State: Zip: CONTRACTOR MN License Address: ?lcv- u?h-e )& City: ?L'\ YI i State: iV iVV\ Q S Q?Zip: S?y-1 Z Phone #: (oSk -(0`3(0- ? I L-! ESTIMATED COMPLETION DATE: /::2_ FIRE PERMIT TYPE: _ Sprinkler System (# of heads Fire Pump _ Standpipe Other: WORK TYPE: _ New _ Addition- ? Alterations ? Remodel Other: DESCRIPTION OF WORK: A Commercial Residential Educational Other: Please continue on reverse side PERMIT FEE: $50.50 Mininaum Fee (includes State Surcharge) lo? . 00 Contract Value $ ? 7?oY? oC) x .01 = $ ?C? Permit Fee • If Permif Fee is $1,000 or less, add $.50 ? y'1 ti $ State Surcharge If Permit Fee is over $1,000, add $.50 per ? ? ??- a'- --- -- - ---- - $1,000 Permit Fee O?a,?, ?,,., ?? 41 `?`? _, `y 3/4" Displacement Fire Meter -$167.00 J?? $ - ? TOTAL FEE: $ Co (? ,S O I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; tliat the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. / c-:1z" _ Applicant's Printed Name Appl t gnature DO NOT WRITE BELOW THIS LINE • -, - - . . -" :v;:.=- ,. -_ . ' _ :;F:":.: - . . _ . , ' .. - , - REQUIRED INSPECTIONS Hydrostatic . Flow Alarm -„ a, ` DraYn Test Rough In -"1 Tnp _ Pump Test 'rCentrai Stafion , ? Fina1 Conditions`ofIssiiarice: V ?" - - PermitApproved,b • .. _Date:?. .:- . ? , 2006 COMMCRCIAL PLUMBING rExMrr wPPLicATioN CTTY OF E.AGAN 3830 PILOT KNOB ROAD, E 1GAN MN 55122 651-675-5675 Date 5 t 02 / 06 Sitc Address 655 LONE OAK DRIVE Tennnt Piame ECOLAB Former 7enont Namc Properry Owner ECOLAB Telcplione #( 651 ) 795-5552 Cuntractor SPRIGGS _PLUMBING & HEATING CO.. INC_„ __ ^ ^ Address 124 EVA STREET_., City ST ?AUL, MN 55107 _ State MN __ Zip 55102 ^ Telephonc #(651 )224-5616 _ License # 005283PM Expires: 12/31/06 The Applicant is Owner Contractor O[her _ WorkType New Bldg _ Modify Spacc Irriga[iun System" Yes No Work m public r-o-w / eastment7 ?KYZ PVR: New ,4 RepaidRebvild _ Replace _ Removc Ra'sn sensors are required an irrigation svstems Dcscription o[ Work RFRI ITLD It RPZ 'ro inquire if P(<ssuro RcOUCing Vnlvc is Icqaircd nn new yttvmq tall 651-675-56,16 Melers - Cxll 651 •675-5300 to voriCy thai hydrv75tatic, conduceiviry, and bacteria [csis p?Iticd nrior to nickine ua meter. , Irngation Size & l'ype Avg GPM _, 2" mrbo req'd unless smaller size allowed by Public Works Fire Siu'. & Priee 3/4" mecer 167,O9. DomesTic Siae & Type Avg CPM Indudes high demand devices? _ Yes _ No Plushometers _ Yes No PRV Rcquired _ Yes No Permit Fee $50.50 iniM.im (includes State Surcharge) Contracc Value S 500.00 x 1% - S 50.50 nermit Fee S -. --,.-. Mecer(s) Rcquired on all pow UuildinES & houlevur irclea[ion s+ienns $ Radio Me[er Read s State Surcharge ICoeno1LL ?s Icss than S].OOU, surcharge is 5.50 ? p ??? • If ne*mn (ec is more Ihan SIAOD= surehm-ge is 5.50 for each 51.000 oweJ. '"'_- """" _"..""""__- "" "??S??Y_v""__"_""" Following fecs app)y when installing new IHwn irrigation system Waier Pennit Ca11 thc Ciry's Engmecring Depanment, 651-675-5646, Pof itquired fcc Rmnunts Treatment Plant Water Supply & Storagc ? 8 s Statc Surcharge g 50.50 Total Fee i nercby appiy To[ a Commercixl PlumDing Yennii wnd acknowteBgc that the lnfomation is complctc snd accurntc, ihet xhe wark wiil he in conlomance wM the ordinances dnd cndez o(the City of 8n@nn and with tlic P1nmUing ('wfus; that 1 underxtnnd thls is not a pe "I. bw only an applj " fur a penmil, xnd ark is not to s[nn wit{ioul a pamil; [lut Ihe wnrk will bc in uccordnace with the approvcd plen m ihc mee of w ii u nd aDDr ve pians. THOMAS I. KIRLIN- VICE PRESIDENT Applieanfs PrinlEd Namc p icam's Signxture EI'd 1I9L-402-I29 S33IA21ES .IlI-1I3kiA dLp:20 90 20 FeW -1Y-? ?r;` 2006 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION City Of Eagan 3$30 Pilot Knob Road, Eagan Mu 55122 Telephone # 651-675-5675 Fax # 651-675-5694 Requirements: 2 complete seLS of drawings and specifications cut sheels on materials and comoonents tn be used $6DS?? Date --? 06 Site Address: L v0 ? & k 0 r,'v c- Tenant / Building Name: ? c v(G r The Applicant is: _ Owner 4,-?Contractor Other PROPERTY OWNER F c (L? Address: City: SYate: Zip: CONTRACTOR /Lr-f l, l a„ j F'r c?,,, 6 5 c c k., ?Y? MN License #: - r Address: _?NVS W. 77 ?C Sf, H-?ZS Clt}': State: /N N Zip: S5''/ 3 S Phone#: G'/S?- ?93-o?roS ESTIMATED COMPLETION DATE: ? l l S ? D? FIRE PERMIT TYPE: _ Sprinkler System (# of heads Fire Pump _ Standpipe X Other: R r( d2- WORK TYPE: ? New Addition Alterations Remodel Other: DESCRIPTION OF WORK: ? Commeroial _ Residential _ EducaYional Other: li I PA e Please continue on reverse side 'u r?y R?°fkw is cr.:y ,x grne::1 ccraSarrn'sIce wi:h Efic tie;ign ccttcept e; t5e av3 genxr?e cor.:F;;s?.? evith tM; inP?.^.Anti?-A {:rovidcd _'s : tiic con.ra:i docu°;::n+.s. CurYCC:ionS m:b%or cvnimetus ,:,ade dur.r.z r?:ie ceview do taa: rci:=ve :s:e Cc.^:m-:tcr F.ala comp3yz.^,g wiFh tsze tequi;s yne:tts >t: rtcl in tL-e Con:racr [,it umeu:s_ :??e Cci:':rac?r.r i= a;:,pensisie fcr: csref.i2r,ing and cerrelr.tir.e .^It quarsi;iics, 6nwnsiuns :nci At^ canri:i:. ._, C6i:5`NC(ait i..r .l. en?I.IUCS. ICih:'.::iL'C5. SL'.rk•=tll'C :i7:I j!YUCC'?t1:''S: CGOG?C..iSCt3 Cf i:}t' VtJik (i il4`??'"uM1.9.^:C +`9: p'r3'rnT'Ji:y a#! `.laIk IR u 32l_ 2CiG SOIti`u.L.'.'!1= i::Ci:9:. ;i0 EitYu0:^. "TAI• w.-•,? (] ?iC";" aNl .?at!a3? :.?2 ' [{ •t:L3 ? biake CPi[s.SiQf,Sii?rid •-, ?J iczC:7::;Mz''NV 'j 1ll_isY:?{0.,v;etv 65ftf? F3zcc: av: :?iichsud f_'o-iley E.aen 4c.;stt:i .?, zn£:n:._., t.;:r,7M?:sT2`s. Clty of Eapn 3830 Pilot Knob Road Eagan MN 55122 ? ?Z?? Phone:(651)675-5675 Fax: (651) 675-5694 Fe zv9• 5's C?"ec.?. q- plcw?S 2008 MECHANICAL PERMIT ---------, ? For Office Use I !? I j Permit tk: ? Permit Fee: j Date Received: ? Staff----- `_ --0-- --? APPLICATION Date: 1 0 Site Address: 65S 10ie Qi? ?d-i ve EZ Tenant: ECpp 6 Suite #: &/4 Ez / RESIDENT/OWNER Name: ECd C1 Phone: Address / City / Zip: CONTRACTOR Name. s?ense #: ?r4I 5?UZ6lI? Address: 2 3/$ I? J`?Yeo? A/E O , City: Al- o111S State: zip SS y? ? Phone: 3358 Contact Person `'oc TYPE OF WORK - New _ Replacement _ Additional AAlteration Demolition Description of work: p 3 41/ C S TTNS!`S - NOTE: Both roof mounted and ground mounted mechanfcal equlpment is required to be screened by City Code. Please contact the Mechanical Inspector or one of the Planners tor informatfon on rmitted screenin methods. RESIDENTIAL COMMERCIAL PERMIT TYPE New Construction ? Interior Improvement Furnace _ Air Conditioner _ Install Piping _ Processed Air Exchanger _ Gas _ EMerior HVAC Unit ' _ HVAC units must be screened Heat Pump Under / Above ground Tank Install / Remove) Other '" When installing/removing tank(s), call for inspection by Fire Marshal and Plumbin Ins ector RESIDENTIAL FEES: i $50.50 Minimum Add-on or alteration to an existing unit (includes $.50 State Surcharge) $90.50 Fif@ f2P8i1' (replace 6urned out appliances, ductwork, etc.) (inClUdes $.50 State SurCharge) $ TOTAL FEE COMMERClAL FEES: $70.50 Underground tank installation/removal OR Contrect Value $'z5'. R9ri x i°/a $50.50 Minimum (includes State Surcharge) _ $ Z!Z 17S Permit Fee - If Permit Fee is less than $1,000, surcharge is $.50. S 0 State SUfChBrge - If Permit Fee is >$1,000, surcharge increases by $50 for each =$ 1 $1,000 Permit Fee (i.e. a$1,001-$2,000 Permit Fee requires a$1.00 surcharge). $ Zr/ J ?IS TOTAI FEE I hereby acknowletlge [hat this information is complete and accu a14, t t w i 6 n fce wi[h [he ordinances and codes of the City of Eagan; [ha[ I understand this is not a permit, but only an applica[ion for a peri? i is not ro start xnth permit lliat the work vnll be m accordance xnth the approved plan m the case of work which requires a review antl approval of Ila . J^ A1 2 2 2008, x? ? s . h %vc,•, ?? i i t??? r/ u : ApplicanYs Printed Name A cant n ture FOR OFFICE USE Reviewed By: Date: -?-777, Required Inspections: _lJnder Ground Rough In _Air Tes[ _Gas Service Test _In-floor Heat Y' Final 4 5 . ? 1? .' . w• _ c. ?. , ?E p1J1PGE z ?' 'i. ?. • -' - - ?L ?? ' L/? d/t!d)1L6v/IFiJ71f S6?itF/?G m fi ii ? 4 r• a`-6" MiN ?, ?? r r ?4 sv??C Poaa,rr?? 0 ,, pr n?rc( y' m 'i !?D ? SE6MfN? : WFLD / ( C ? , j ? ? - A 1't f.0! (n/ f'IELfa ? ? ?? 1 ,f 1/D GUltdN /l?y ?° " ? ??.t 5 /S NdNt?? VCKC?_ ?/8u : (?, an ? ? .e. ??• - : J? 0 a I {?/71nI? ?LL ? Y 'O' PJ?? Z6 AO4/) • ? } i ? ? ? ???.. \ ?t-? ? l 'l> ? C1 1 ? b II I . ? :e ? - ? 1vPnF wac? ? i c SFc fUF? buA+?•4rUl1, . - -_ ? . ? ? 1? ? i 7_'r,411 D ? ve 6Nl "l t4 ?? i 1?f14 • . . ' ??` L `1 n ?G,, rr.? cu ?. 0 ___? ? f I _' D a l•?J . ?.i,,.L---- -? - -? ? - ??? ' , , r . , -u ?r ':ruroxEN c' ? [X1T ?p ,?/ 642 q r C'C m m -- - ? ?-- - - _._- '...._... ._ . ?1 - ?/ ¦ G?IV ? . m ? W`, r v ?.? 6 U 8B53 m m kaLr1?` /t. `I ?a CC I?- ?44. 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' :r.. , 7 . . ~ b . . ~ : ~ I ~ ~ ~ . ~t~ ~ . y ~ ~ i;~~ ~ ~ ~ ~ ~ ~ . ° , - . ~ . ~ . . _ , _ ~ _ . , : . . . ' _ ~ ~ ~ ~ . ~ ~ ± ~ . . ~ . : ~ . . . . . . . ~ . i E . ~ . . ~ . . . . . . ~ ~ . . . i ..:k. ~ . ~ ~ . . ~,«~-.e...~~_...p.~._ . . . . . :~,.:~~a~a~.~aa~t~ . . . . . . . ~ . ~ ~ . y • . . . ~ . . . . ~ _ . , . era i e an . , ~ ~ ~ ~ . ~ - ~ e~u e o ~ , , r~v~rin ~ ~ ; , 4 , . . ~ r, ~ ; ~ ; ~ certificat,on , this -~r~ I h~eby ceriity ~hat ! ing ~os p~p~~E bY ;~'€e undtr m direct su~~sr~ ; ~ "ss~ ~ i ond thoi I arrt ~t tluty reg , , ° Architect a En ~neer ~ ~ Laws a~ ~4inr~~~, . of the Stc~.e ~ • ' For BRw, INC. r ~ ~ ~ , y 8 ! ~ ~ 0 ~ ~ , ' ~ RCl-~T- R ; T~fle IAhDSC~. ~ ! ~ , ' . ' 1638' Reg,stration N~srrab~r r----"_' ' Co~~nission N~~~~ , , ; , 6ro~r, M v ~ . , ~ , Ch~ked ~'Z ' ~K Da1e 1; 1~; ~ , ~ . ` ~ i ` ~ ~ ; p ~ ~ f ~ . . .i, . . . ~ . . , , Re~~d - ; ~ . . . ~ : . . ~ . . ' ] . ; . . . . . F . . . . . / . . . . . . ~ . . . . . ~ . i . . . . , . . . . . . . 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' t'~:,~.~ ~ ~ ~ ~ i ' r-~ , - ~ , , ~ _ ~ ~ , : = ~ . ~ : ~ ~.~.v~~~ ~ : ~ , t, , ~ .t ~ ~ ; ` , ~ ~ ` . ~ z f . ~ ` . . . , t~ ~ i . . . . . . . . . . . ~ . . ~ a w~°'~ . s ~ ' , ~ ~ ~ .:s: ~ ~ . . . . . . . ~ . , ~ ~~"a ~ ~ ? P \ I . ~ I , ~ . ~:a~~.. . ~ . . ~~a h.,s s _ ~t~ ~ ~ I ' ~ ~ ~ . , ~ , _ ~ ~ $ ri ~ $ ~~~,ti , t' ~ ~ , ~ ~ ~ ~ ~ ~ _ ~ ~ P;ot Forame~ers . e , . ,~,~:r~~~ _ Size _ Pen N - umbers Eo , ~ _~~~~~.~a~,~~~ , . ~ M Entit ~ I r . y Co o s • ~ ~ c ~on . ~ n , , , ~ ~ , e o a i i . . . . . \ • ' ' . 6 0 . . I ~ y , Q a. _ ~ . . - , , { . , ~ ~ i , , ~ , ~ ~ ~ . ~ ~ , ~ ~ ~ • • ~ ~ ~ , 1 - ~ I. .i. _ ~ . . ~ ~ _ -1----_ _ . . I ~ i . , . § . ~ - ~ . ~ '.i ..,..y.+......~.~. a, ro~ ~ ~ ~ ~ ~ . ~."~~.~~~e~.n~w:c~~. I 9n(4l I ~ i \ ~ .~V~ / (1 . ~ ~ 1"`~~~_ \ ~ . . 'ass~rxxsvWm ~ " Sheet Size ~ "n o+ ~ ~ ARCHITE'CTURE _3 ' ; 4X , 4 4 ~ a e , pi~~~~ p l ~ Scale • ~ ti. ~ ~ A ~ ~ ~ ~ . ~a . ft' 2 ~ . . . ~ . . . . B(41PiCI '4, INTERIORS ~ ~ g ~~.<< + - _ - = , ; ,a-. Date of Plot , ~ - .I,.~i i' t Mt rt _(IX/NGr . k~ ~ W.c• - - , . . C ~ ~ , . ~ I I: o = r? : n r ; r- • - - - I F; ~ /fi a'"`'f"^ ~"`~-?"~i- - ~ ro~~ ~r • ~ ~ i ,0 ~ ~~dO Clifton ~ Ave nue South p ; . . ~s~ I Minneapolis, Minnesota ~ F ~ t M~ ~ 55403 Ci ~ ~ . ' ~ p~.~ ~ . ~ . . . . : u. ~ . . ~ ~ ~ , vr „rftt PARK aC , s~ l , ~S~'Q ~ ~ng ?t~e ~ el, 612/871- ~ow - 5 7 03 ~ . ~ ~ r • . , I ? ' _ • , ~1 ~ x 612 - 7~.vt6s Sh . 871 7212 o ~w,e.c rt.. fl i a . . • . E REVI , t. e~AC~ n . , D ~~d Gene ~ ~ . . . i . , . . 1. root ST P~GGL S '~y~. gg~~g~Aqa~. ~ . . ~ . ~ ~ ~.~POnerAD lN. . ~ ~.y ~ . ~ . . . B ~ . ~~~0~ e ~ . . . . ~ ,6.H[Dn000~1. ...f ~ i ~ . . ~ Y:~ ~ ~ ae~bB~'l~:. . . ~ i•'-~`c.~ ISTy ':~'4HtEA'~iA~F T,I%i,'~ ~k t' , ~ . . ~ . :.u[ ~ ~Mi '•`.~°1 C ~ ~.7r~g ~ ~ ^ ~~e . . . . . ~ , ..,o . ~ •n ~'::4;86t9 'c . gpy g~,q y~q~qypqq ryr~~q~p p~ y~py~g . . DN. ~ 4 $ ~ j ~ , . . s .+L . .-~~~a , . . . . . ~ ~..i ~ . G 'p ~ • . , . ~diWiiSA! ~4dd~iV.8lbiYdiliit}L~~yX. .4/tiCPT. Y . ~ ~.1 . . . . . ~ . ~ - , ~ F • ~ a . ' • . 6'LCAR1' PM - ~ . fARRGC ~ CRAY ~}s . ~ ~ ~ NftlS~.~GDL J. . . . . . . . . . . . . . ^ ? . . . = . . . . . DD ~ , ~o,RSt PANNiNG L ~ TRANSPORTATION ~ . . . . . . J ~ . . . : . . ~ . . . ~ ~ Drawing Number :ENGINEERING ~ "goo- . . . ~ ~ URBAN ~ . )F1 ~ ~ . , . DESIGN I ~ r . : q~... . ~ . - i, DRW, INC. , MWI 8854A 00 THRESHER SQUARE, 700 THIRD STREET SOUTH, MINNEAPOLIS, MN 55415 . . ~ _ (612) 370-0700 F-1 ~ `Rb en ' • s, ~ ~ . ~ . , . ~ . ~ _ ~ y ~ ~ . ~ . . . . . ' . , ~ ~ . ~ ~ T _ . . . . . . . . . ~ . . ~ ~ . . . . ~ 1 , . . . ,1 , 1 . . . , . . ~ ~ , ~ . k~. . - . . . . ` . . . f ~ ~ ' ~ l . . . . ~ . . ` ~ . ~ ~ ~ . - . . : . ' . " . y ' ~ ~ . ~ e lance , ~ . ~ . . •~t . . , y • . . . ~ . . . ~ < . , . • . ~ ; . . - ARCHITECTURE . ' . . . - . . ~ \ . °L . ' . , . ~ . PLAN~ING ' o , } „ 'k ~ ; , ~ ~~1,.a ~ . . . ' ~ ~ ~ ~ . < ~ ~ ~ ~ INTE~R[ORS , ' ; N! , . . _ _ . _ _ . , ' . . ~ . aRq.",. ~ g e ~ yLJ~r~~° , , . ~AJ . . . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ i ~ . ..S ,1 . ~ ' . . . 4 1 , ~ ! ~ ~ 4t?0 Clifton Avenue South ° ~ ~ . . ~ ~:t' . ~ ~ . ~ ~ , a , e ~ i Ol ~ ~ M~nneapol~s, Minnesota 55403 . . ~ , . . . . . . , . , ~ . ` . ~ _ ~ f.. . , ~ ~ Tel. 612/871-5703 ~ m. ~ _ ~ ; , ~ / . . 3,. ~ . ~ . . t c~~ ~ ~ ° ~Fax 612/871-72]2 . ~ 2 . . ~ ~ . ~U ~ ~ ° ~ ~ ~ ~ S" ~ ~ ' ~ 1 ' ~9~ ~ t~+ ~ ~ ~ ' . . i , ~ , ~ ~ ~ ' ~ ~ ~ ~ ~ ~ - . . \ ~ ~ ~ ~ ° Consultants ~ . ~ , ' ~a . • . ~ c ~ . ~ ~ ~ ~r~ -,a' ~ra ~ , , U`~~~~~"~,.,::~~45'~~~ ~ . L ~<ay ~6j.. l Jf y y.,. ,:4>. , ~ . . . _ : ~ . ~ ~ , ~ ~ ~ . . . - . . . ! ~ ~ . . i t ~ ~ ~ ~ E ~ , , ` ~ e~%" ~ ~ . l~ ~ - r, ( ( , ; V 14 ~ ~ ~ ~ ichaud Coole Erickson Y , t'~,I - ~7 . , ~7 ~ ~ ~ r , ~ ~ ~ ~ ~ ' 625 Fourth Ave h ~ ~ ~ ~ Sout , Suite 1325 ~ c0 ~ ~ e ~ ~ ` Minnea olis Minnesota 5541 ~ ~ L~ ~ p 5 ~ ~ _ ~ ~ ~ _ ~ , ~ ~ ~ ~ ~ ~ , ` ;c~ r < ~ ~ CJ ~ ti, ~ ~ . ~ ~ C3~ ~ ~ ~ itt ` ~ ~ q~ t~ Cp tJ ? ~ _~-~~~~~~fi ~ ~ . - . v~ ~C} ~ ~ W cp . . Dunham Associates , ~ ~ ~ • 9141 Grand Avenue South ~ . ~3 , ~ ` Minneapolis Minnesoto 55420 ; / , Q . ~ ~ , ct~ ~ ~ _ M ~ °~~~"'~G ~ ' 1 r~ ~ . i ~ ~ , , , ~ ~ n ~ ~ L ~ ~ ~ c ~ S; ; . Ni .4,,.i v , . ~y~~ ~ . ~ . . . . . - .1 . ~ rnl'F ;ti/0A~i~° ~8 (f~1 ~9 _ VC ~V tii ~ E ~ ~ 6i` . ~ , f. y , ~ . ' - ~R Inc. , ~ ~ ' x903.25 9~~.25 ~ x9C}3.25 ~ ~ ~ ~ ~ . ~ ~ ; Thresher S uare ~ ~ ~ ~ . , q _ ~~9~~~~ ~ ` ~ ~ 700 Third Street South , ~ • , ~ , ~r~ " ry~.., Minnea olis Minnesota 55415 ~ , ~ ...u ,.s„~ ~ . ' ~95,~ 7~P , , ` 3° P . . ToP AQUAPORE IN "S" PATTERN Q ~ ~ . , ~ ~1F ~1s+ALl. ~ STCJNE WALL. . . . ' , Certification g~~ ~ AROUND ALL SHRUBS, FULL i ~ X X . ~ . ~ ~ I hereb certif that this draw- CIRCLE AROUND TREES v y ~ , ~4.~b ~ ing was perpared by me or ~ ' ~ ~ ~ under m direct su ervision H~ ~ ~ ~'0 10....D.LP Y P t~ ~ , ond that I am a duly registered WAT MAI x~"7 . , Architect or Engineer under the ~ " . , : , ~ , x 3~~.fl ~°'~S. E~ETAIL 4(L9.3 , Laws of the State of Minnesota. 903,75 ~ j - x 905x ~ . ~ , ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ / , For BRW, INC. ~ ~ ~ ~ ~ ~ , . ~ ~ . , , g ~ ~ . y % ~ r • ~ ' G XJ ~ rF 0 Title 5 1~ dd'u _ \ O °k.,~ 4 N ~ / 7~ ~ • ; Registra~tion ~Number~ 03 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , qr . k ~ ~ ~ F9 ~ ~ x~~.r~ ~ ' _ , !(rj Commission Number ~ q~N ~ soax ~ , .~.w Q BATTE~EC~ ST~}N~ ~ ~ ~ ~.~w.. . ~ ~ Drawn NtZ Q p r ~~TAlPaIlNG ~lALI.~ ~ _ Q " 0~ h k H g~ C ec ed j~ 3: I 8~~~~ ~ ~ ~ , „ , . ~ ~ ~.-.V.,,~ /2 I r' ; , Date ~ ~lo ~KD 1 1 ~"1 w _ w.,,.,_... ~ . ~Ri f... _ R , X ,~w.,~~,,~ : ~\4 m"~,r° l ~ . . _ . . _ , +1- ~(~(R}~t~l/ty~ 1;T ~ F` 'u%fi.~~,d ~ ~ p.,, 1 p,..«% . n ~ ~ ~ ~ . 1 iJ;4 r g Revised 4-~3-9~ ~ ~ 1 ~ M ~ X ~ . " ` x ~ ~ ~ 1 ii4'~ ~ 1 , 68t .13 8i?.5t~ ~ ~~~~~J ~ Z~ PUC ~ ' ~ 23 ~ I 2 ~ ~ ~ ~i ; 1 f z8817.13 ' ~ ~ ~ 9 9.67~' ~ ~ ~ ~ ~ ~ , ~ x~38~.23.,_.~X 80,50 ~ ~ ~ ! ~ ~ E ~ , ~ 1 114° P ~ t j ~ ~ . 1 ~ ~ ; ~ . ~ f ~ . . ~ . . . 11 M . A UAFORE IN S PATTERN ~ ~ ~ ~ TERN ~ ~0 ~ ~ ~ 1 , Q ~ , ARO~U~ND SH~V~ AND ~ ) ~ e~, 1 1l2" PVC ' ~ GRID PATTERN FOR DAYLiLY ; ~ . , ~ ~YLiLY ~ MAINLINE r,,,.- ~ ' ~ ~ ~ ~ . ; o . \ ~ / ,l ~ \ ~ y PLAZA ~ ~ , ~ ~1, • ~ x es8~. 80 , a ' ~ ~ ~ ' , ~ ' x~ 6 ? ~ / . ~ ~ ~ ~ ~ Y- 96C~.~ • ~ f ~ ~ ~ , ~ : ~i~.~ .r: ~ ~ ; ~ ~ - ~ ~ ~ . ~ . ~ r M..... : ~ ~ .,,,w RAISED CONCRET . , ~ ~ ~ ~ ~ , . _ , , . _ ~ ° ^ ~ ~ ~ ~ ,,~.~a?' ~ , V ~ 5 , 67~ ~ ~ AQUAPORE IN S PlANT~~R~ ~ ~ ` ~ ~ ~ ~ ~ ~i~~:~"t'~ ~ PATTERN FOR SHRUBS ~t~9.~?x . . AND GRID FOR DAYLILY ' 16 _ • s . ~ . ~ " , a~ . ~--r• _ , h. 15 • 20 eP~, v~ 2 C _ , _ ~ r ~ . . ~ ~ ; ~ ~ ...t ~ ~6 , c~ . , ~ , 1 ~/2" PV~'MAINLINE , . , . ~ . . , . ~ : . ~ FROM THiS POINT . , ~ 1 1I4° . , . . . : , , , , . , , . , 3~ ` ~ ~ ' . . . . y . . . . J , SL~~~~E T0 PLANTER ~ ~ ~ , . . s , . n . , . - . , . ~ , , , , ~ . . ' ~ . . ~ . ~ . . ~ 1114°~ , ; . , ~ . . = . , 2° PVC MAINLINE TYP. ~ " ~ B`~ OTHERS ~ ...e , . ~ . , ~ , . , , ; . , 14 ~ ~ . - , - . , . , ~ .z ~ - ; ~ ~ ~ ~ ~ ~ • ~ ~ ~ - i . `'~,.».~.;,~.m . .,M - r...,.~.~ ' . .._.r,~.. __,._.,..._.,~w.~.~ .~_»~~.,e~.~_ . , . . , , . l , , a_.. , , „ ~ ~ ~ ~ , - ~ . , , ' ~ . , 13 ` _ .4 . _ . ~ . , . . . . . _ 6 ~ M.,. ~ . , , , . . . a_..--~~ ! . n , ~ • .a , , . "~+.~..,.,....«w,.,.w........«.«....r . ~ . ~ ~ . . . . . ' ~ , . . ~ . ~ . ~ r ~ . c~ . . . ~ . . ~ ~ ~ l~..~~ ~~~p e . . . ~ . . . vy ' . : . 1 ~ . . r+w«M• 1 1/4 , ~ LOi~.C OAI~ PROJI:CT ( C. C, N, l ' LOAN OAI{ PRuJ IsC`P ( C, C, N,) . 1 POLY ~ : :}y,, . ~ . s`. . . ~ . . . ' ' ~ . . . . ' ( . ~ , . i x . . ` . .~r . ~ . . . . ~ ~.w..... ; . . . . ' : ~ , . A uapore , . , , ~ Y ~wwru~-~uwwiwwv ~ . . r ~ .e.,~ . ! ~ . I . . M,.»-A.«.».. ' 4 . ' . . , ~ 1 t ~ . . . ~ '"l _ 3 Y ~ ~'r......+. . ; . t Y . P . . Q ~ , 1 LK , . , . , ; , ~ . , ~ , SID ~A " , ; , , : , . : , ~ ~r r ~ ji ~ . . PI.AZA ~ '0 ~ 0. TQro 57U l;i' fixed snra~~ s~rinlt.l~.r 11 29,75 GPhI ~~~.~7~ . r , , , _ ~ ~ , ~ , , . , . , k ! t ~ , , 1% , . , , . , > ~ 4° ~ ~ . . . ~ . j ~ ~ ~ . ~ . p . . . _ ~ ~ ~ ~PLAZA ~ 2 ~ ~ 2~ . ~ ~ i~t>r~l ~ Toro 570~ 1L' fixect snrr~y sprink.Ler ; ? ~ . ~ j ~ 4 ~ ~ ~ 31 31,5 QPhI ~ ~ ~ ` ? j ' ' ~ ~ ' _ ~ pV~ , : ; ~ ¦ Toro 570 SB-9~U 'l/60 de~:rcc ad,i;,, stream bubbler 4} 3 3,~l 5 G 1 Nl Q ~Ot~ ~p i , i ~ ' 9 h~ ~ . ~ ~ ;;I; ~ i ~ ~ ~ ~1~4'-~° ia 11 12 . ~-1 114' • i~ ~ i r . ~ ~ , 3 ~ ~ ' , ~ ; , , \ • - ~ ~ ~ ~ ~ , ~a ~ _ ~a Toro 5?.U SI3-1~U 4/6O de ree ad,~ s~,ream bubbler 51 45.5 U1i1 ~ - ~ ~ . ' ' . ~ , ~ ~ ` . ~ - ~ ~ . ~ ~ ~ _ ~ ' 6 } 36 . 3 Gr'~1 ~ To.ro 57U S13 36U b/GU de:;r;ce ad,j stream biabbler Project ~ ~ ; If ~ ~ ~ . t~° ~ ~ ~1" ~ ; ~ ~ s~ N, ~ 1) 40 . 1'2 CIPPI h~ ~ i' ~ ~ 1 t; ~ • CO , . , G . ; ; ; r . ~ I~ ! . ( , , , . . JV , i ~ ~ `loro S70U 1.5 `p.c. i;ear~ di~iven aoi;arti snrinkler , ~ : ; € . , ~ , _ ~ ; ; ~ . . , , , n , y , ~ i ~ 8) 33, GPM ~ Q ° ~I I _ . N ~ ; ; ~ , , . ~ ;a ~ ~ ~ ~ ~ ~ ? r t ti N ~ 'I'oro S7Q0 ,3 , 0 p, c, ~>'c~ar c1i:~ivPn~~rotarv sprinltler 9) 33 , CPM ~ , ~ ~ t ~ F ~ ~ . , _ . . ~ ~ . ~ . ° ~ . °;y . . . . . ~ ~ . . 10 ) 3 8 , 5 GPhI , ~ r'~ i~ { ~ ~ X 909 5 ' ;i ~ ! ~ ' ~ , Tor~o S7SUU ~,0 1',c, gear dxi~~en~ rotarti~ spl~irilcler , ~ ; . ~ ~ , ~ ~ n ~ ~ ~ ' ~ l 11 38 , 89 UPh1 - ~ - ! ~~t• i~~ ~ € ~ Toro 2,52-06-06 1-1/2' (--,]:ectric valve i ~ 12) 6,4 GPM ~ ~ . . I:..',. 1~ r t LAZ 1 ; ~ 'It ? 'I'oro 174-00 quick couplinog vr~].vc 13}. 42, GPM { ~ o . . . . " ~'ebco 825Y 2" reduced pressure baclti'low r.~reventer~ 14) , . t . ~ . { . ~ . . ~ UPPER MEADOW a 15) 29`,75 GPM (2) 'I'oi°o 189-06-01 liisiozi:l:I 12 station controller ~ 161 28. GPM . PVC 160 PST iuLtirr.1ine pipe (27)_ . ~ 17) 33,25 GPhI ~ ~ ~ V ~ ~ . . ` . POND , f t a , . ' 181 36.75 GPM Sleevi.n~; ' - BUILDING ~ . : ,j . . ~ ~ , 191 33.25 GPM k ~ . ~OZ'L: 201 37.6 GPM s -Trri.6'st~tIrrigation svsLeiu desib ~ned 1'or a niiri,i.munioi' 50 Gl:'M @ 70 PSI at point 211 14.5 GPM , of' Cap 22) 37.6 GPM + . . • ' f : ~ ' ~ . ~ w., . > ~ ( , . . . ~ ~ s f 1 ~ , ~ o ! - All. valves to be installed in valve boxes 23) 27,50 GPM OAK . . ~ . . , , . - `ontractor to determ arc o1' all 5~~rinlilcrs Drawing Title ~~.ne , ~ ti ~ • ~ , , . . . , ~ ~ ...._m.~ ~w ~ ~ ~ • ~ ~ , - All. information supplied by B}ZW ' ~ im_ oa _ oi r;. ' 30 . ~ - , , ; . ~ ~ - - On dr. ~.p sv~`cin~ a pi-e-set ~~ressur~, to be ~.nsLallc.d after rri electric valve pi tj . ~ ~ = F ~ ~ . , SIDEWALK ; _ , , _ ~ ~ ~ , ~...,v..M - Main line shall be 2" PVC; 160, PSI pipe , . By~ w..... : , . . _ ~ - A11. lateral to be poly 80 rated pipe 111=201 . , . Dale ' . . . . ~ d, . . . . . ~ . r' ~9-.. . . y ~r ,..w., P ~ JEA0~N ENGINE. I . ~ . ~ . . ~ ~ - . . 0 OAK All unmarked i e to be 1" r~olti~ 80 i•ated Scale ° ~gpr . . ~ # . . . . . . ~ -'1'hese cones on controller dAY 1-5,12,14-19, and (B) 6-11,13,20-22 Drawing Number ~ . . . . . ~ . q § . , . . . . . . . . .1 ~ - ~ ~ . ~ . . . .JV TO 8 OAK . ~ - ~l b. . . . , . 3 . . . . . . . . . Controller RP device and meter to be in protective enclosure ~ . ~ ~ . . - . . ~ ~ 1 . . . . . . ~ . N ~ . AEH 6+ , . ~ ~ ~ ~ . . . . . ~ . . . . . , ~ . . ~ ' ~ . ~ : ~ . a, ~ ' . ~ . . ~ ~ . . . . . ~ ; . . . ~ .y ~ . ~ . . ~ ~ ,3 . .N . . . . . . . . . ' . : : -,..M.... . . ' . . . , . . . . . ` c~ E. . IRRIGATION SYSTEM DESIGNED BY MmTs1 INC. m CONNEGT TO EXISTI,NG ' . LM . . NOT ~ R . SOFTWARE`RTRAINCNG'-2' FV AN L-7w3- I 1 , i,, / j • l . . \ 8 ASH . ~ . ' . . . m . 1 I . . . ^I I 1114- I i 114 r 1 1 it4° ~ ~ ~ ~ ~ ~ ~ . . l nce ~ , ~ e a . . ~ \K~ Itl ( k ~ il, RE. ~ ` ~ ~ I'1;1ti`~I~(~ ~ ~ , ~~ti~r~f itr~~iz~ ~ ~ / A nu uth . ~ ~ f 400 Cl~fton ve e So ~ 4- , . ~ t~. ~ r . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ` ~ ~ ~ ~ Minnea ~ lis, Mrnnesota 55403, ~ f~~ ~ ~ n~ ~ ~ ' ,~C ~ , ~ ~ ~ ~ ` , Tel. b12/871-5703 ~ ~ ~ ~ ~ ' , ~ , ~ . , , ~ , ~ ~ ~ , ~ > ~ ~ ~ , . . ~ < ~ ` Fax 612/871-7212 ~ . ~ ~ , ~ ~ ~Y..,~,~.,~..,k~~ , , , ~ ~ ~ ~ i"' ~ ~ ~ ~ ~ ~'k ~ ~ ~ ~ ~ . ~ X~ ~ ~ ` , ° w ~ ~ ~ ~ Consultants ~ ~ ~ p ~ . . ~ ~ ~ . . . ' . . , . . • ~~R ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~5 ~ ~ . ~ . . . ~ ' ~ . . . . . ~ ~ , ~ ~ ~ ~ . ~ . ~ . . ~ . . . . . . : /'..r lr~+~~ . ~ /t . . . ~ ' ` . , ~ . / . ~ . . ~ ~ ~ . , ~ ~ ~ ~ ~ ,~a ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ . . . ~ ~ . ~ - . ~ , . . . . . . . . . . . . . . . ~ . . . ~4. . . ~ Y . . . . . . . . . ~ . . ~ . 9 . . ' ~ , .4. , M~chaud Cooley Enckson ~ ' ~ . . ' ~ t 'V . / " ~ ~w ~ ~ ~ ~ ~ ~ ~ ~ ~ / 625 ~ourth Ave South, Suite'~325 ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ Minneapoi~s Minnesoto 55415 e~ ~ ~ M ; ~ c..~ ` I % ! ~ ~ / ~ ~ p. ~ ~ ~ « I t ~ . F"t . . ~ ~ ~ •~~yP,~~~ C„ ....3..~» ~ K.~ f d' I ~ ~ ~ . . F . f, ` ~ ~ ~ Dunham Associates . ~ fj f ~ ~ ~...,q... ~ I t J ~ ~ ~ 1 g?4' Grand Avenue South ~.u...~ ~J ~ ~ / ~ ~ ~ Cfi) ~ ~ Minoeapo~~s M~nnesota 55420 , C * ~ ~ ~ ~ ~ ; ~ ~ ~ ~ ~r.~ ~ n t ~ ~ 2~ ~ , ~ ~ ~ ~ ~ ~ ' ~ ~ t~"" ~ l l ~ ~ ~ ~ ~ ~ ~ ~ ~ x~~.~ 6.~ ? ~ ~ ~ ~ + ~ ~ ~ ~ ~ ~ ~ ~ f 2 ~ ~ r~~-~~ ~ ~ ~ ~ ' ~ ~ X~~~.t~ s 1, 9~6.tI ` r~ G~ ~ x x9~4.4 , ~j ~ i d ~ ~ ~ r ~ , ~ onC. . y..~` i c~ ~ ~ ~ ~ ~ i . ~ ~ ~ ~ x, ~~"~~.~g x~~ ~ t~,j , f Thresher Square a \ ~ „ p~e ~ . . 2 i~a ~ , . . ~ • 700 Third Street South ~ ~ +V~ Minneapolis Minnesota 55415~ • 1 / 4^ ~ , ~ ~ ti. ~ 4~ ~ / / ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ r~ ~ ~ A _ Certlfication ~ ~ ~ ' ~ ` ~ ~ ~ L~ ~ ~ ~ ~ hereby certify that this draw- ~ , ~ ~ ' ~ A ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ „ ing was perpored by me or ~ / ` ~ ~ . ~ ~ ~ " x;~6.+~ ~32.~"t x ^ ~ under my direCt supervision , ~ ~ 4~, ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ arid~ th.at am a duly reg~stered ~ ~ ~ ~ ~ ~ ~ ~ ~ Architect or En ineer under the ~ ~ ~ r , ~ ' , ~ \ ~ { ~ , ~ . ~ ~ ' ' D SPRINKLER ~ g '9~~. x ~ • Laws of the Sfate of M~nnesota. ~ t 15 A J. \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ ; ~ ' ~ C~~ ~ ~ ~ ` ~ For BRW, ING _ - ~ ' ~ ~ ~ ~ , ~ R~TRINING ~ ~ , j , . ~ ~ _ ~ , ~ ~ ~ ~ ; , ~ ~ ~ By: ~ ~ _ ~ ~ WAL~, _ , . ~ . . ~ ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~,tie n~~ ~ ~+e.vr~r: ~ ~ , ~ ~ .SEE DETAIL ~ ~ ~ ~ ~ < ~ w~ Re rstration Number..l_lo_~~i.f__ ~ ~ _ ~ g ~ ~ , y ~ 4~ ~ _ f ~ - ~ ~ , ~ .k . ~ ~ ~ , ~ ~ , : . . ~ . , . 9 . . . . ~ ~ ~ , ~ : , ~ ~ ~ ~~~DETAIL~~ ~ ~ Commission Number ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ f ~ , : , , `'~L. ~ ~ ~ ~ ~ ~ 1 ~ e ~ D~awn lvl~ _ ~ ~ ~ ~F~ ~ ~ ~ _ ~ ~ ~ ~ ~2 ; ~ - ~ . , ~ ~ ~ ~ ~ ~ m ` ~ ~ ~ ~ ~ ~ ~ ~ ~ f~~~ ~ ~2 ~ ~ ~ ~ ~ ~`~AQUAPORE ~ ~ ~ ~ ~ ~ j % i 1 ~ ~ ~!?ecked g~ ~ K . ` r~ . y ~ 3=' , f ~ ~ ~ ' ~ 4 ~ . ~ n1 ~ ~ 1 _ ~ . ~ j 9 T , j~. , . j ~ $ . . Ix~ / ~,M~~ ~,~i. ~ r . . ~ . . ~ , . . . . . . ~ . I I / . . f ` ~ , r , ~ ,f AQUAPORE k~.t~ ~3~6.Q X , ' _ . ~ " Uate r1 ro ~~o ` t.~ , ~ n ~r~~ ~ - - _ . . ` % , . t~ ~ c ~j , f r % , ` % ~ ~ ~ i , . ; ~ ..w- ~ L / l ; r' ,r 1 ~ / c t ~ X Rev~sed 9r(3 r. s ~ ~ - ~ ~ ~ , ~ , / I ~ ~ > ~ / J ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~d5~ ~ ' ~ ~ ~ ~ % ~ ~ J ~ ~ ° , t ~ ~ ~ X.,~. , ' ~ . < . ~ ~f . F ; , 3 B,/ p~~ ' . 'y""w~"~ f 8~ 4 , ~1114° 9,~ . . ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ f~ . . , 1 ~~114° ~ ~ ; ~ ~ ~ ~ 12 1~ 2 9`~ a~ . ~ ~ . . ~ 14 _ _ . 15 ~ / rj f s - - ° ~ ~9 . ~ ~ 3 ~ ~ ~ 17 ~ ~2 ~ ~ ~ ~ e~~ t~~ 1 ~ ~ ~i ~ ~ ' ~ r.~ . , 2°~ ....~~'114 14° tA 1~ . ti,. 1 ~ ~ ~ . N ~ ~t t~ , ~ , . `'L._.'.~^-- J r J . N i f . ~ c~ ; f ~ ~ c~ ) ~yr~ ~q d' JG.~.4! , . _,~a... . . / PLAZA , ~U ~ f ~ x~2~.~ , N ~"I -r ~ ~ ~ . z ~ ~ ~ ~ ' ~ ^ ~ ~ ~ ~ ~ e ~ ~ ~ ~ . f r , C) „ cA t~ / ~ j i '1 1/4" ~ . , ^ ~i - - ° - - ! C7/ i ~ ' t$~ r,~% , e ~ ~ ~ , , 6' ~ ~ ~ ~ ~ , ~ ; C~ ~ , . , ~ ~ , ; , ~ ~ w ~ ~ ~ I ~ ~ _ ~ (i~ ~ ,II , ; I~ ~ Q~ ` , / . . . . 3 ~ ~ . . . . . . ~ . . . ~ . . . ~ ~ . . ~i~ ~ ~ ~ ~ , . ' , - ~ t1. , ~ Q' ~1 ~.-r~ - x92 ~.v , ~ ~ ~ , , Q " . , , a „ ~ ~ , ~ „ t~ t.,.~ 0' . ~ ~ ~ . ~ HOOK-UP TO 10 . ~ , ~o~ ~ ; ~ ~ . ; ~ ~ ' ,4 - - D.I.P WATER MAIN ' 4 t. . C ~J - ~ ~ ~ . . ~ : j a . . ~ . : . ~ t ti . . ~ ! ; /L9 ' SEE DETAIL 4 .3 ~ ~ ° ~ ~ I , - ~ ~ ' . Q,; . 4 , , ~ , ^ ~ ~ ~ ~ /p & LON~ OAIi PT~OJ~CT ! Sof'tware Di~lisi.on l ~ LOAN OA7f PROJLC'1' f So~'tware ~)ivision l ~3 ~ - ~ ~ ~ , ~ ; l Aquapore \ ) 36.75 GPhI ' 0 Toro 57U 1~ L'is~:d sprav sprinl~ler 1 ~ 1~' ~ 4 a ~ ~ , ` ~ , 2) 35, GPM ~ ~ `Poro o9U 1'L' i'i~ed spr~:~ti~ sprinkler ~ ~ ? i ~ ~ {~t _ . 0 ~ 3! 35, UPhI ' 'b~ ~ ~ ~ _ _ ~ `Pox~o 57U SB-9U 2/60 degree ad.j. stream bubbler 4 V 3 6.? 5(;1 hl E~~~n, inne~ot~ ~ : , ~ ~I~ X9C~9.67 , 9~9.67 ~ 9~U.C3 91~.t~ i ~~1~•~ - ~ 60 de~ree ad.i stream bubbler 51 36 , 3 GPM ~ ~ Toro 57U SIi 1~0 / , . , , . 61 36.75 Gl'hl ~ ~ Toro 570 S13-360 6/60 deQree ad,j stream bubbler , ~ ~ C/ t.,~ ~ Project ,.~r ~ 3 6, 7 6 Q P P~l ~ a 7 ~ e ~r~~ ..s . ~ ~ ~x a ~ ~ 0 Toro 57U 9'-SST 1'ixed sprav snrinkler 4 ~ i ~i ~o,s~ rai~ri ~ ~ ' , i w..,.-.~ ~ ~ ~ ~ \ t~' , ~ , . . v~ ~ ~ ~ ~,,".,~.~-----~-w--~`"_-~.,,. ~~ti~ ~ ~ ~ M~~IU,G~ ~ ~.r t" 0 1'oro S7Q0 1,5 .c, rear driven rotarp s rinkler y) ;iH.'L CI?~l ,,~1 ~ p b P - r~- ~ ..„w~ ' ; r , x ``ti ~ ~ ~ 10 ) ~'L . 6 Ci PPl 1'oro S70U 3,0 p,c. gear driven rotarti~ sprinltler . . . ~ . ~ . . . ~ ~ ~ r ~ \ r , 11 1 35 ~ Gl'hl ~ ~ ~ ~ C ~ ~ ~ ( ? ~ ~ Tor.~o 'L5'l (}G 06 1 1/2" electric valve ~ ~ _ _ _ ~ '~7,--~,~ ~ ~ 1 Z 1 _ ~ ~ ~ , ~ ~ ~ ~ ~ ~1 -~r~ ~ ~ ~ t '1 1 k ~ k i~ r"""x... ~ o € ~ f xw. , . . ~ ~ . ~ ~ , n . ~ v i. . . . e rn_ n n nn _.I. _...,.1 ~I 1 1 4 (;~~.i\~ . ~ . , . ; . ~--"`Y j ~ • i u t• u i 11 - u v y i,t I u i% c; u uP i i i i" v a,. V c i., i , . ~ ~ I \ F 1 ehco 826Z' 2" r(,(luced pressure backl'loia nreventer 1!I 18. 1 Ul'H . ~ l ~ ,.r... 151 25 , 7 Q PH ; , ; 121 'I'oro 189 -OC-Q1 V.ision 1:T 12 statio n con trol.ler ~ ...w........ . : . ~ r 16 ) 3, Z G PM . . .PVC 160 PST main line, pi.pe (2") 17) 24 ,6 GPM ~ . . Sleeving 18) 18.5 GPM ~Wx~r f , t ) 191 41,6 GPh! ~ W.....~ NOTE; 201 35 , 7 GPM ; - 'Irrigation system designed f:'or a minimum of 50 QPhI @ 70 PSI at point 211 6,4 Gl'il of tap • , I ~ ! r All valves to be installed in valve boxes ; ~ ~ r,. 09.33 ~ E}~ - Contractor to determine arc of all sprinklers Drawing Title : 909.67 C~.0 ~ ~ - All information s'upplied by BRW Sof r ~ - ~ ~ . Mainline shall be 2° PUC 150 PSI pipe. D. _ 1 " . - All lateral to be poly 80 rated pipe lrrmigatmion _ , i. ~ , All unmarliEd pipe to be 1, poly 80 rated , 'Phes.E zones an control.l.er (A) 1-4~6+7,11-13, 1.G,11 , RE it: NED _ . ~ , Of' ~ Il3) 5,8-10,1=1,15117-20 r9~ t ~ ; By Scale . ~ . , : - Controller RP device and meter to be in protective enclosure ~D r Date Drawing Number S . . ~ . . ~ . d , . . . ; . . . . . . ~ ~ , ING D~~~ NOTE, . IRRIGATION SYSTEM DESIGNED tY MoTai INC. E~,GI~N ENGINEERING ~ ~ t . . . . . . ~ ~ . . ~ . ~ ~ . . ~ . ~ . . ~ ~ ~ . ~ E . . ~ . . . . . . ~ _ • . . . . . ~ . . . . ~ ` . . ~ . . . ~ . ~ . ~ . . ~ ` . . ~ . . . . . ~ . , 7 . ~ . . . . ~ . ,V. . . . ~ . . . ~ . . . . . , ~ L8.3 m _ P . . . . . . . 4 ~ . ~ ~ ~ . „ ~ . . . . . ~ . . ~ ~ . _ , . . . . . . . . . . ~ 1 . v . . - . r ~ . . . . . ~ ~ : . . . . . . ~ ; _ . _ _ . _ , _ _ ~ , ~ . i . . . ~ . . . . . . . . ' ~ . ~ ~ ~ . . ~ ~ . . ' . . . . . . . ~ , . fI . ~ . . . . . ~ . . . . s ~ ~ . . . . ~ . ~ 1. . 1 ~1 e a ce ARCHITECTURE W PLANNING INTERIORS 400 Clifton Avenue South _ ~ ~ (r I/ ~J i~i / :,~j , f~Ui''G Y ~ F , • Minnea lis, Minnesota 55403 n o ~ ~ ~ ~ ~ Mu~c.N dJ~ ~ i ~~T~~:. ~,~i ~ ~ , ~,~-p , r ~ , ~ ~ , ~ Tel. 612/871-5703 d ` ~~il~ ~t ~ ~d''~AIG .~,~N~~r~ ~ a a p ~ ~ ~ Fax 612/871-7212 . i ' ~ i . ~ i ~ ~ o i,, i . ~ ttt ADJUST 4~~ GATE tlALVE TO pROTECTfVE SHELTER (OPTS~t3lr1; ~-Fi~tISH BOULEYAitO GRA~E. ~f ~ ~ P.~,~ G70II-~IX ~l~fZ~~ (LOCI~ ~y I~`NI; a~~ 4 GATE VALVE (OPTS~!„?; l~ b -0 ~ 7~ pR WET 7AP ~ r ~ ~ BACKFIOW PREVEPiTER o,, ~ , ~ ~ ~'1 , ~ ' ~ ^ ~ ~1 ~ _ ~ . p DV r I ~v, . I ~ . . . .6 b ~ ~?~C% ~?I i ~ U) m ~ Consultants O ~I ~ W ~IN!!~~! 6~J-~J ~.J,'~~~ 7 ~c~c~G~~~oc~~~d ~ . ~ ~ ? .v ~ ~ ~ ~ ~ ~ ° ~ ~ / I I ' I a ?~~;,i ~ ~ c~~ a =~1 i' '~(-~I ~ ~ ~!1~~~ r' % s ~ ~ , r ~ot'1 ~E~ ~~~r~ ~~1, vr~.~2. N . ~ P ~~o~~(~C°~C~~~ „ . g 30~ MAX, , ~ -t _ . III~- I~I ' ~ ~2 M~~. Michaud Cooley Erickson ~-r - ~ ~~~C~AD~ ' tn ,I i~ ~1~ ~ 625 Fourth Ave South, Suite 1325 _ , % ~:x ~ ~ ~ , _Q ~ m , op'•o'.,',•~., p ~ Minneapolis Minnesota 55415 e , ~ - ' ~ t - ~ i ~ ~ a • . w ~ ~ ~ ~ ~ I ~i II ~I ::~;.:=r~: Z > > v~s~~l. ~9 o SEE STANDARD P~LATE a U _ ~ : i;-~ , ~ , i o - ~ ~ i G_.' u ~ ~ '~~,~~~II (i~ i ~ d 1 I r-- I 2 ~ z Nu. (16 FOR TURBO ~'~-~gu~~~~~g ~ ~ I ~ ~ METER INSTALLATION Dunham Associates ~ a m ~ f'~ ~o , 9141 Grand Avenue South ~ r "'ir~" C - , , ~ , Minneapolis Minnesota 55420 - Z . ~~M~~ o~~C~~~~S~ ~ ~ ~ ~ r. c: ~J ~ 6 „ I~y'~',?0'~C~~~~~ 4 ~.I.P. ~ ~ ~ ~ ~ ~ , G=~1~~v~C~i~i~~° v~~~~° i~9.3 NO SCA~E ~.A x , , ~ m NO • ~ lnc. ~ ~ A DARD PLATE h ~ SEE ST N ~ D PLATE N0, 295 FOR TH~ Thresher Square ~ ~ ~ UTILIZATION OF I TYPE TYPE' K COPPER PIPE. 700 Third Street South OF I N0. I i/4 I U2 OR 2 CC ~ ~ Z ~ 2 COPPER SERVI Minneapolis Minnesota 55415 " " CE LiNES ALLOdVEO. 2 OR ~ , • ~ ~ THE METERS ~dILL BE PULI.ED FOR Certification ~dILL BE . ~ ~ ~ ~ o ~THE WINTER MONTHS, MO~NTHS, ~ I hereby certify that this draw- ~ o v ; ing was perpared by me or ~ m . t7 y, ~ ' ~ under my direct supervision ` ~ , and that I am a duly registered Architect or Engineer under the ~q Q~ ~.)'t' t'~ I h~ %.'~.D~~('Z , ~ t~ Laws of the State of Minnesota. , T '1 , ..a ,.1 ~ ~ ~ ~ ~~~rE ~~N~h MA!?~ ~~Vr~ ~or~1, , For ~ e ~_~_~C~,.~ Y ~ ~ ~t• 'ti ' . TitleL~ll7 .~~L.~~': ~ ~ Re istration Number ~~~~1 9 ~ , - ~01-1~ ~ ~('~~Sii-1C'~ I,J.I~ ' Commission Number r ~ ~r ~ ~~;2G~i~ '~L~, I ~A,,`Y~lhi 'i116~-1i e _ 1 ~ K Drawn ~Q '}Z~ P.~' v~7~ - ~ ~ l.903 . ~ 1~ f~ ~ i~ lJ/~ NO SCALE Checked j2~ ~ r ~,v~ o , ~ ~ ~~Y 2 ~T~..T ~ ~`t' M > r~~ li Ah~'•~~ Co liS'~ : ~ ; ~ : , ~ Y, t I~AP x ~ ~ , ~ ~ Date l f 0 `JD , / . Z 2 ~ ?~G~ WI}~-- _ Revised • ~ ° r, ~ I~ r - i~ , ~ ~~Y~.~ ; ~~-~(~E.h ~ ~ai~• l~~'r~z ~ , . ; , i , ` : ~ ~ b~~ r~U~~t J ( . ~ . . . . . t . W T ~ • ~J-~ r - ~ CDM~D~-1' , v~~ ~ h,~{I. ~C~~. ~ , I-o ~ P~A~A ~a ~l ~ ~ o M~rr1, , P ~ II~ISN~D G~oU~~ ~I~''~v''f . s~~ d.- e-'.. . ~ f ~ ~ ' ; ~I ~oi~ I~ ~ , k ~ ~ ~ - ~ i~ f~- /.a~FT~ D,'~D 'f~ . Y n=1' ' fa~ ~ i~.i~-r~ I~o C,f~ ~~llF~D 3;~.0~ Y , t , I ~I ~ ~ ~ A~; ~ I i ~ , , . . ~i~ll . - I ~ ~ ~ ~ ' Y ~~s , ~ ~.r l~ G~i~ vl~i ' ~ Iil ~ ~~r~~ : , _ ~ , ~I~ I ~ p ~-~fire M~U~- ~D ~P~-~ ~ ~ 1 ~ I . = I ~ ~_'L:. i-'y:~.~ i~i„ i_ ,I~ ~ ~ PM ~ ' I " = ~ D =~tlllil~ 1 ~;i I~~I~~V~ ~U~ZA ~ ~ ~F~~'~Ki~hlG-~.~ 11~ ~T~~I~~,'~°i~5 pl~.~ia ~ Y. AJ~'~(' P , ~S~' M~v~~`PI~ ~~'PII~N ~ ~ . ~ bl~~.,o ~o ~t-~ ~ . ~r ,:w , • . f. . Y: r , ~ ~ .iq,,;, . ~ .i ~ r-;',~ ' T - 0 r. r~%--~ r, r--~=- P ~ d, ~ ~ . ~ . . . ' ' r ~ 0~ "~,i( , ; ' ' t Y ~ n ~ . . ~ . l:~ l. 'i . . ~ . . . . . 1 ~ p _ 1 . . . ;,,~o . . . , . ~ . 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CR~,Y : ~)"4~V~1~~ ~ _J . , ~ , ' ~ ~ . ~ ~ ~ ~ _.M .m_...,__.~r..._._ ` . i ~ ` \ 4 ~ <<_, r ~~,r ~ ~ m : r ~ a ~ ' ~ r~J~~~~ t~[~~~~~f~~7 ~ ~:a,~r~.~ , ~ ~ ~ ~ ,OP~CRt~E ~ ~ ~ ~ ~ ~ ~ ~E ~ ~ 1~e~;~l SEE 2-L5 ~ , - , ~~~.,~.,~,.,..~~~_.~~~.~..m~~ . _ ~ i ~ Y ' ~ PR~;IRIE SEED Vt'A~K ~~D ~fAIR~,, ~D ~fAIR,, ~ ~ ~ , (BY OTHERS) , ~ ~"T": ~ a- ~ ~ ~ a ~ r ~i y;~.. 1 I . . ~ . i1 ~ , , . . ~1. ~ 1 ~ . . . ~ ~i`~ ~ L~ Y^.. .~.:~~y. p~ 9 I , ~E ...~.r~ ~'4,~ ir: H¢ s~ol ~5 Me` 3++ca ST~NE RETRINING i ~ 1 ~ ~ ` ~ r~ ~ ~ ~ 1 ,s. VvkLL SEE 2-L5 ~ . ~ . , , ~ M.a;:era~, ~s~a~c,~.+x„^~. ~-~s~~~c.m~.~ ~ . ~0' j,:,....°' . ~ ~t / • Pro)E-Lt , _ ~ ~ ( r ~ 1 • ~ j ~ a' D~EP ~'~LC;H OVE~? FABRI: ~ ~ PRAIRIE SE~D ( PR AI R I E S E E D , , ~ . l,` ~ ~ r ` \ 1~~P,~.Ht A~l SEFER~TED ISltih~~~; ~ ~ ~ s . , . (BY QIHERS) (BY OTHERSI 1 . , ' ~ 3. SEJ~~,R ti?;4PLE ~ k ~ ~ ~r--' ; . I PRAlRIF SEEG ~ ~ ~4~ , .~r a ~ t ~ , ~j , °?`~'PICAL LIGr!7 FiXTURE , ~ ~ . !BY OTr~ERS ~ . - 1fi. GR~Y DOGWOOD ~ . r_ _ ~ ~ . _ _ i~~ ~ ' ~ - 1 i ~ ~ ~'-r.~._ C °4, AMERICAN LINDEN , 4C) CKSPUR N,4Vs'TNOR!. . . ~~Q , ; 77~ 2. SUMMIT A s~;: ~ - ~ ~ 3, SUGAR MAPLE i 3. COC~~SPUR ~iA,WHAWTHORN f~ h,~I TASH 6. COCKSPUF AWTH RN . a,SU AWTH Rh C ~ 1 5 5. GRAY DOGWOOD ~ 3 6. GRAY DOGWOOD ~ ~ ~ • 135. GRAY DOGeNO0D ` ~ 3. Pit~ OAk ~ti, 30. GRAY DQGti~p ,00C ,YOOD ~ a PRAIRIE SEED ~ ~ 6. AMERICAN LINDEN ~ I ~ ' (BY OTHERS) 3 ~ ~ 2. SUGAR MAPLE 3. PIN OAK t1 REVIEWE a' DEEP MULCH OVER FILTER Fl VER FILTER FABRIC, } } 30. GRAY `DOGWOOD NO EDGING REQUI:ED ON THESE 4. PIN OAK -ED ON THESE BEDS SOFTWARE Di ; vis10N .11. COCKSPUR HAWTHORN , . ~ , Date ' 4 AMERICAN LINDEN 'i ~ I~~ DIEPT AGAx , ENGIgE & CCN .VN~'~ k .0T . 10. COCKS UR HAWTHORN , A q LANDSCAPE PI. : ~ ~ p v ~v ~ . g 303 1-1-- E z CAPE PLAN,,' ~ > 1 Drawing ~ta i LANDS -SVI( , , L Q ~ APR IM 5 4,~ mber ~ G , ~ q e , h Coof" c : - G ~ v( , ~ ~ ' o' ` • ` Gr~ . :7n . ~ . . . c . . . . O d^ . ...:~n . ~ . 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PLAN NOTES ; M o k~~~~ . . : ~ ' , ' t,'_. . • ~ ~ o I SLOPE CONCRETE GUTTER AWAY FROM FACE OF _ CUR6 AT 3/4" FT. m m a a LEGEND . . ~ti ~ m ; , , . a: ~ ' 2 SALVAGE EX I ST I NG HYDRANT Q Q TT R . . ~M° PROPOSED ~612 CUR~ ~ GU E ~ ,,,~~~mo~ ~ _.h :,t:=i C~ C~ I ~ 3 INSTALL SAL~AGED HYDRANT Q Q W W ~ACk OF CUR~ ' ~ ; . . ; T DGE OF GUTTER FR4N E ~1 4 REMQVE EX I ST I NG HYDRANT LEAD o a ~ . „ ~m..~ . . , C EX6STING LIGHT ` ~ < . . 5 EXISTING TREE TO ~E RELOCATED ~Y O~NER ' ~ ~ - - '~n R ~ATER INLET EXISTING MANHOLE STO M ~ FRIOR TO CONSTRUCTION ~ ~ D AT' R INLET ~ w w a~ C~ 41~ INSTALL SILT FENCE 6 SOD AREA ENCLOSED ~Y CUR~ AND GUTTER ~ PROPOSED STORMW E ; D GN EE ~ ~ . - - EXISTING ~dATERMAIN , RIM .73 ~ 7 REMOVE CIJR~ AND GUTTER w w ATERMAlN - ~ I PROPOSED W ~93.40 ~ ~ 9 . 99 I a ~ ~ ~ ~ ~ REMOVE ~ITUMINOUS PAVEMENT Q Q EXISTING FIRE HYDRANT ...a , ? ~ ; ~ 0 26 ~ ~ ~ REMOVE SLA~ COVERe PROVIDE SLA6 TOP z ~ PROPOSED FIRE HYD~ANT ~ ~ WITH NEENAH R 1642-~ CASTiNG I T I NG WATER VALVE ~ ; ~ , EX S 6~ _ ^ , . _ ; , _ ~ ~~~J ~9 ' GR1 1# C. ~ PER STDa PLATE N0. 230A DES I GN ODa ~ NEW POLEB SINGLE ~RACKET . _ _ _ _ . ~ ~ 9 ~ ~I CONNECT CONDUCTORS T0 EXIS TI N G - N C I R C U I T S 2 2 0 26 AND SYSTEM GROUN~ o' ~94e 6 INSIDE OF EXISTING POLE ViA AN o ~ EXISTING POLE~ NEW DOU6LE ~RACKET , , f ~ eQ ~ EXISTING CONDUIT ST116 IN POLE ~ASEe ~ L ~ , , 9 ' ~ ' ~ . , ~ : :1~ . ~ ~ . b ~ 22 12 REMOVE SINGLE MOUNTING 9RACKET FOR ~ F I X T U R E A N D R E U S E O N N E W P O L E Sm I N S T A~ L ~ ~--FIXTURE TYPE ` ~ , ~ A . , ~ ~ P - , . ~ 894034 894034 ~ ~ DOU~LE MOUNTING 9RACKET AND FIXTURES ON o~' o~ a ~ L 26 -~--ClRCUIT NUM~ER µ ~ , . ? , _ ~ . . ~ ~ Q ` . , ~ ~ EXISTING POLE AND RECONNECT TO EXISTI~~IG v°i o 0 0 ~ a I4 G EXISTING STORM SEWER , f . lF ~5 ~ Q 894.7 , 894.7 CIRCUITo ~940 3~ ~ ' • E ~ . ~ ~ R A C 0% 6 v~ . PROPOSEd STORM SEWER , , ; ~ . CA~$ . 5 /g! ~ ~ ~ ~ . .a~- . ~ . . . R , . . _ ; ~~-a ~ ~ ~ ~ ~ ~ , ~~94~32 PROPOSED TOP OF CURB SPOT ELEVm ~ ~ F~ . , ~ . C~ 41A ~ U ~ ~ ~ x - . tca . , ~9~.20 PROPOSED FINISHED ~ITUMINOUS SPOT ELEVa ; , ~ ~ ~ ~ ~ ~ ~ : 5 ~ ~ ' ' ; 4a .r ' ~ 4#10 1#12 695s45 69 EXISTING FUEL L NE ~ . , ~ A ~ , 35 97 TOTAL SP S , #10,1~~ 2 G 2 C ~ ~ ' ; Ca GRD 2 C. ~ ~ W ~ ~ ~ ~ ~ v ~ ~ K': ~ g ~ r ~ ~ , , ~ ~J . ~ ~ . ~ N RAL NOTES ` GE E a p . ~ . . . . . 096a~Q ' ~.~r A1 . ~ Y~, , ~ . ~ Im ALL CUR~ AN~ GUTTER SWALL ~E MnDOT bESIGN ~ 6120 ' 12 ~ 22 ~ ~ ,~0 4a 5 11 ` ~a , °c~~, ~9 ~ . ~ ~ ~ ~ iI ~ ~ ~ ~ 2a STORM SE~fER PIPE SHALL ~E RCP CLASS t. , • 1~~. . ~ ~ A I' HIND ~ACK OF CUR6. . 3e CQNSTRUCT AGGREGATE ~A5E TO ~E C~ 41A . 26 . , , ~ DESIGN CC 94a63 4H CONE DRILL OR SAW CUT CONNECTIdNS TO EXISTING STORM ~H s. ~ RIM 990070 ~ ~ ~ 9 f ' ~ ~ ~4 i' - , ~ ~a ADJUST MH G~ s TO FiNISHED GRADEo 6NVe ~90. ~ ' , a ' ~ A ~95a 91 ~ . , ~ ~ ~ r• . ~r A , ,r t . ~ , ' G~A ~ / / / _ ~ ; , ; ; . \ ~ / ; ~ \ ~ ~ ~ ~ ~ • t~~ \ r _ ~ ~ e \ - r _ ~ ~ / ~ ~ '~l ^ ~ ~ ~9~~ ' ~ ~ ~ ~ ; , ~ ~ ~ ~ ~ ~ , ~ ~ ~ . , ~12 CONDUCTORS TO ~ ~ ~`~r _ ~ ~96a 13 . , ' . . _ ; , - XTU E BALLAST ~ F i R . „4 ~~r~-:M ~97.32 . - , _ . ' a~ , ~ . . . 3P ~ BUSSTRON BREAKAWAY INLINE FUSE , . so° ~ cRO `Z#~2 HOLDER..FUSE SIZED TO LINE AMPS OF ASTe LUG SIZED AS REQUIRE~. PROVIDE ~ BALL C ~ ~ , C. ~2 ~ aoa ~ ~ ~ , " " WIRE SlJCH A1 ` Y INSULATED BOOT. COIL ALL - A1 3 ~ 99~<41 , MH i 5 R . w.: 5 , ~ ~:.r~ CHANGED OUTSID~ 26 THAT FUSE~ CAN BE 0 : ~ 26 ~ ~ OF PQLE. - LIGHTING POLE .1. . . ~9~0 30 ~ ~ ~99a f2 ~ ~ ~9~. ~ S ; . `A ~ ~ . ~ zk ~ 14 22 PVC FEEDER CONDUIT 1NITH BUSHEQ OPENINGS 7 ~ ~p 6 ~ ~N~~. ~950 . L COLLAR BY POLE ~1ANUFACTURER. ~ ' STEE , ~9~. 0 I ~ ° ~ E~`~ ~ ' _ ~s7a ~ ~ : . B GROUND LUG . ! ~ ~ ~ ~ ~ USE NON-SHRI~NK GROUT TO LEVEL BASE~TOP ~ HANDHOLE ~ ~ 4 99e46 ; ~99a5d PROTECT FENCE 6 ; ~ ` r ~ ~ ANCHOR BOLT ASSEMBLY 8Y POLE MbNUFACTURER ~ ' . ; 6e~ ` ; , ~ ~ . . , . ~ 6° ' , , , ~ ~ ~ ~ ~ FINISHED GRADE _ ~ r_.. ; , , , 6 , , . _ ~ ..~r. ; ~ , ~ . . I \~j . 90C 90Qe27 5 '900.25'.~ . ° ~ ~ , : ~ ~ ~p, MH I ~ i 'c, ~ I B ~ ~ , ~ _ : , : . . ~ 9 ~ l ~ EXISTING RIM ~97020 REINFORCEO ROUND CONCRETE FOUYJDATIQN , c I BASEa CONCRETE 5-7% AIR ENTRAINED ' ` ~ PROPOSED RIM ~95e I~ ~ 900, ~ . ~ ' . ~ ~ ; ' ' ~ _ ~ 96. 66 N SH ALL L 4000 PSl MINIMUMa FI 1 , ~o ` RECONSTRUCT MANHOLE O I CONCRETE ABOVE GRADE LEUEL AND 901b54 ~ ~$A ~99eI ' AS NECESSARY o = I 3~~ ~ I BEVEL EDGE 45 DEGREES. MAINTAIN ~ I I MINIMUM CONCRETE COV~R ON BARS AND TIES. ~ ~ Ai REMOVING ANA REL 6 , 33 . REPLACING ~ R I I ~a ~ 0 SE~T ION ~ENEATH c ~ ~ V CAL RODS FIELD I~ELD TO ANCHOR BOLTS ; ~ `j 6 6 ERTI , S~ ~ . C - i ~ 9 - ~ ~ ts~~Ge ~ ~ ~ 0 , v'. ~1' ~O a. ~ 1 ~ ~ . . 15~_12~e I 1°' _ °t ` PiPE ~ 0~30% , ~w~ ~4 HORIZONTAL TIES ~ i'-0" O.C. ~ ' ~ ~ ~ ~ ~ , % ~ ~ C~ ~ ~ ~ ~ I_ ~ ° , PVC FEEQER CONDUIT , ~ ~ ~ ~ ' ~ ~ ~ U' ~ N , ; ~ C~ 31A ~ ~ , ~ , I/2 X 8-0 GROUND ROD - EACN BASE , DESIGN EE ~ / ~ RI~ 900a93 ~ ~ f NV ~97.55 , ~ ~ ~ AIL P~LE ~ASE DET ~ NTS ~IT. TACK , R ~ i a . ' '~,P. .~'i ~1:. . . . . . p.' - 1.,' ' I°B/2 TYPE 41 ~ITe WEAR 'a ~ _ . TYPE 3{ ~ITm ~ASE ' ' EDULE ; , ~ SCH , , XTURE , FI I GHT I NG L ~ ° ~ ~ ' ~ ~ - ~ ! HEREBY CERIIFY TNhT THIS PLRNo SPECIFICATION OR ~ M S LENS MOIJN~ING ~ ~ ~ ~ 6°' CLASS 5 AGG. 9ASE Sheet No. > , s flEPOHT aAS PREPANED BY ~ OH UNOEfl NY DIRECi FIX. LA P DESCRlPTION/(,ATA~OG N0. FINISH 0 10 20 40 DES. NOo ORD. ABB. SCALE , • ~ ~ , , y . ' • . :~.i SUPERVISION ANU TNAi I AH A Dl1LY REGISTERED ' _ - _ _ oonrcccinuei c~r,ru~ce uNnFR ruE I AYS OF iNF (1f f. I ~c. Fi l e No. . . . . IIIUILUVfVIOl1L Y~L~ auu~ u . . . A I MH400 SINGLE BRACKET, I FIXTURE GRAY TEMPERED FLAT 30"POLE M480400MH- - GLASS - GARDO CAT. N0. CA221F STRTE OF MN. STATUTES SECTIONS 326,02 TO 326,16, Pro)ect No. 42383.302 NP-RA530H-NP w - ~ TYP(CAL SECTION , QI i MH400 DOUBLE BRACKET, 2 FIXTURES GRAY TEMPERED FLAT 30' POLE ~ GARDO CATo N0. 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' . ~~~~~~~~~~r~~ ~~~r~~~~~~~~~~~~~~~~~~~~ ~~rr r~~~~~~~~~~~~r~~~~~ •~~~~~~i~~~i~~~~ • ~~~~~r~~~~~.~~~~~• ~~~~~r ~ • ~1~ •~~1~~1~~ 1~~~~~1~~~~~~~~~1: . . . .....::I210CL"F:;::~....P..It.C:::~[~t::3~::"t°'2:~~'m ~ : •R:E:...8890~.. . , . . . 7~ . . ~f~~r~ • •~~~11~~~~~~~~~~~? •~~~r~~~~1~~~~~~~~• •~~i~~~~~~~.r~~~~~~ •.~r..~•~....~~~.. ~rr...r~. •~r~~~~~~~~~~~~~.~~ ~ ? •~11~ ~~.1M1~ f . . ~ . . . 7~ . . : ~I~~,....~. , . . . . . , . : ~ ~ ~ . ~ . ~ . , , . i . . , . , . , , ...~.~.~.........~C.~.~M . . . , ~ . ~ . . . , , . . . , ~ • ~ r •~a•~.. . ~ ~ ~ ~ . . . .o~..... r.t:o o...~..q......~...u~..~...~r..~..~n..~...~..ou.o~u..wu~:.~~.....r........~~..~...~..~.....~~n.~ ..:..........r.......~........ ..i.. .u... ~ . . ~u ~no~ n~o . ~ . . . . ~1 ~ ~ . . . ~ ~ . . . ~ . . . ....r...i... . ~ ~ . . . ~ ..~..~~....r...~...~.~.. ~.........r~ .......r...~.......i.... . . . ..r~.~.i.......~...~.... . ~ ..~.........u.. µ . . ~ ' . . ~ ~.~~~..r~~...~~~ .~........~~~~~....rrr.. ~..r.......r.. ...~...........e~...... . ....r......~.. . e ~ . . ~ . . ~ •..~.~~...~.....r.~~.~~. ...~~.r 1 ....~..~~~~.~.~..r.~~... . , I hereby Certify ihat this pian, ~ ORIGINAL DATE: 6-5-89 City C~f ~agan ~ ~ ~ ~ ~ ..~....r....~...~~..~... ...........~...r....~... .......~..............e ..r... . .r~.....~...... ~ . . ~.r'p~~ •~r...~.. . . .~r.....r ..rr....~.............. .~..~r.~~..~.~.....r..~. . ~ . specificntion or report wos ~~`~Ct`~ REVISIONS: 1 . . . . . . , • . . ~ prepared by me or under my direct ~ AQDEN~UM 87-X . . . . ~ . ~ . • . • ~ . ~ ~ - . . ~ .............~.~..~...~~..~.~...~.......~.....~.....~..................~.~.....~.~.......~......~.~.~.~.e.....~.......~....................~.......~....................~.......~................~.~.~.........~........~.........~~. . . . . . supervision and that I am a duly ~ BRW.irvC TRAN P~~N~~ , ENGINEERIN~ H,' ~ ~ C • S~~aT'~ CRd#Y RES,~EARC . . . ...r.. ~~.r........... ~......~~..~...a... • .•.r.~~...~......•r . , j ~~~q~.~..~~~~~.. ~ r . . . . ........w...~.~.~..... ~ . . . " ~egistered Professional Engineer ~R~oE~~N ~ . . \ ' under the State of Minn. Statutes inaesNeasainRe.~wm~aosTa~eTSairH. ' 9ections 326A2 to 326.16. u~~~~MN~~S i . . . ~ . . . ' ' . . . . . ..,..~...i...~......... . . r.....~...~.~........... ~ . . . . ~ ~ . ~ . . .......i................ ~ ~ DESIGN BY: SURVEY BK. N0. C~ANITARY WATERMAlN 1 ~ . . .........w~. ....r...........~....... . . . , ~ . s..l.• r. . . ..•.•.~.r.•.•.....~•.•~. V'`~W~ ~ DRAWN BY: KSP . . ~ . ~ . .~.~...~..i . . - . . ~ ~..~.r...~.....~...~.~.. 1 ~ ~ . , ~ . . . .~.~~~~~~~~r.~..~~~ ~~.~r~.~...~.~.....~..~~~~.....~~~~.~~....i..~~.~~~~ ~~~~i.~~~..~.r~~~~~r~~~~~~~~~~~~~w~~~~~~~~~~~~~~~~~~~~~~~~r~~~~~~~~~rr~~~r~~~ .~rr~~.~...~~~~~.~~~.~r~~~~~r~.~~~~~~s~~~..~~~~~..~~~~~~~r~.~.~~.~~~~~.~~~~~~~~~~~~~~~~~~~r~~~~~~~~~~~~~~~i ,_.T~ DESIGN FILE ' ~ ..q.. .....•.nr.«•. ....•..r.u•••..q ................u•n....o~...............«......•....•~..r..................~.. . . . ~ ~ " I ~ ~b ~ . . ~ ~ ~ . ~ Date 6-5-89 Mlnn . Reg. No.18568 cJ.A. P. N~. ' Sn EE 1 SI-1 ~F 1 V No.3•8820 I n a ~ i . : ~ . ~ . ~ ~ . ~ . . . . . . . , . . . i i ~ - , ~ ~ q ; . , ~ ~ . ~ t, , r ~ ~ ~ ~ ~ ~ ( ' I .i: ' . ' ~ . . . . I ~ . , . . . , ~ ~ . ~ , ~ . , , . . , ~ ; _ ~ . , t „ ~ ~ . . . . . ; . - . - , „ , . . _ I _ , ~ ~ , ~ ~ ~ w ~ ~ " ~ . ' ' " . b.. . : ' ~ . ' , ~ " . , ~ . ' - . . _ , . , , ~ . ~ , ~ - . , . . , , . . , . . ~ ~ ' • - . ~ . . , , ~ y . . . . , . i ~ , , " , , . ~ . . . . ~ ~ : . i' ~ , ; ; ' ~ ~ ° , , , ~ , , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ _ ~ ~ , ; i ~ , . _ ~ ~ . ~ , ' ~ . ~ . ' ~ ~ ~ , . ~ ~ . , ~ ~ ~ ~ , . ~ i . . ~ . . ~ dQr . . . , . . . . . , . . _ . , ~ , . . . . . . . ~ . . . . ~ : . . . . . . ~ ...5 . 4 . . . . . ~ ~ ~ ~ ~ ~ . . ~ ~ ~ . . , & . . ' . . . . . ' . , . . . . . . . . . . . . , ~ ~ ~ ~ . . . ~ . . . I~ . . . . . . . . ~ . . . o . . . . . . . . . . • . . . . . . . . . . ~ . . ~ . , . _ ~e , _ . , . . 1 ~ . . . , . . . ~ . . . ~ ~ ~ . . . ~ ~ . ~ . . ~ . . . , r~ce , la ; ~ . ~ ~ ~ ~ - ~ - ' ~ . . . ~ ~ . . . ~ . . . . . . . . . . . . . ~ ' . . . ~ ~ . . . . . . . . ~ ~ , . . ~ . ' ~ . ~ . . ~ . . ~ . . . . . . . . . . . . . , i ' ~ a : ~E~~GI~f1on Avenue Sou1}i ~ . a ; ; ~ ~linne~ ' a..~. . . . . . . ~ ~ - . , . . . . ~ . . . . . . Iis ~in~esot~55403 : ' K~? , , ~ „ . , ' ~ ~ . ~ ~ . . . . . . , , . ~ F~.1.612 .871 5~(~ . ` . _ ~ ~ ~ I ~ ~ . ~ . . . . ~ . . . . . . ~ ~ ~ . . . . . . . . . . . . . . . . . , . , I ~ ~ ~ ~ ~ ~ ~ A GorpordUOn 1~rObS~rvat~g.UisUOVar'~ny , . 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P. 4" D.I.P. i otar S r~nkler Y p i ~e~ha~o~a~/ ~ ~ , , ' ~ NOTES: r, \ _ • ~6e~4~6~a~ , ~ c~~ SEE~ STANDARD PLA'f~ N0.295 F ~~2° A UTILIZAT~ON Of I°TYPE-K COPF ~ ~ ~ Toro 700 3 6 utl t itters .A'f~ N0.295 FOR THE ~ % ~P~~~~~~8'S~ . TXPE-K COPPER PIPE. ' ~ i~ pC C \ ~ N0. i l/4~~ I 1/2~~ OR 2° COPPER SI V ~ ~ 2° COPPER SERVICE LINES ALL041ED, j ° ~ , . „ oy n _ \ ~ THE METERS WIIL EE PULLED ~ ~ Tor 57 ~ F'x r 4 L EE PULLED FOR Y . ~ / i e s25 ~~,~tn A~ s~,tn, Sulte 1325 TNE WIPITER &40NTHS. JTh1S. ~ ' .R ~ ~ ~ r' r ~inneapolis M(nnesota 55415 ~ - ~ ~ r/2^ STANDARD C~TY , A1 P~~ C~TY , ATE OK-UP DETAIL / „ ~~~~~4~~a0 ~ ~ - ~ r r / - _ , , ~ ~ C~~~oo~ee~s q i ~ , , ~ ~ ~ ~ ~ ackflo reventor . ~ ; ~ yj „ ~ , j ~ unh~ oci t r 2p ' ri?~ C~ , ~ 9149 Grond Avsnua South P~~ q ~ , ' ~ T~0 474~00 1~~ u'Ck u~'n Minneopolis Minnesota 55420 ~ ~ ~ i / 2 p ~ / ~ CV ; ti ~ / . ~o~ol ~~gB~ee~Si % Iv t r I tr t r A ~ ~a~~s~a~e ~ . ~ ~ r ri ~ 2p ~ ~~~~u4e~~so ~ - . . ~ T r 117- ~02 ontr II r ; Ince ~ I ~ , Thresher Squore ' ~ ~ 700 Third Str~i Sou#h 1 G ~ ri2A P Q Toro 11 26 2 ontroller , . ~ I M n t 4 9 5 i~ m n e o a i s i n a s o a 5 5 ~ P ~ pCV ti i • ° C~ti~ico9io~ ~ ! ~ - - 1 I ctr'c Iv Tr 2 ~ ~ _ ~ I~ h~reby c~rtify iho 4hi~ drow- I'; ing was perpored by or 1 1~2" . . . - - P~V ~ ~ ~ ~ " ° und~r m daect su or~~ Y P y ~ r r~2d r, p~~ \ i ~ ~ Toro 252 1 1 I ctric alv ~ ~ ~ ~ and tba4 I am o duly r~gis9 , A ~ ~ ~ Archi4~ct or Enginee~ und~r 4he ~ ' , , ; , I , ° ° ~r Laws of the S~ate of ~innesoto. ~ ~ ot a!I n r e P~ ~II 1 0l , , ~ ~ ~ , Y \ ~ ~ . ~ S f' For B~w, iNC. ~ ~ ~ , ~ yr S~ l~n~ ~ ~ ~ s~ . ~F „ r A F G t l~l. ~ r ~ . ~ r~ o ~ / . ~ ~ 2 p G i .~~i A~ ~ r, ~ ~ ; ~e~I' K~~ , ~ A, ~ ~ ; , ~ ay C Q / ' ~ V ~ A ~ Q ~ ' ~ V ~ I ~ ~ • Z ~ ~ S T~tIE LANDSCAPE ARCHT, , ~ ~ ~ , . 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St. Paul, Minnesota 55155 www.dli.mn.gov December 21, 2009 Darwin Holmgren ECO Lab 655 Lone Oak Dr Eagan MN 55122 t� _ LABOR & INDUSTRY MINNESOTA DEPARTMENT OF MINNESOTA DEPARTMENT OF RE: Traction Frei Site: E. ab 655 Lone Oak Dr Eagan 55122 Dear Sir/Madam: DEC saw (651) 284-5005 1 -800 -DIAL -DLI TTY: (651) 297-4198 APPROVED FOR USE - Elevator ID# 94-00149.02AL09-04 Minnesota Statutes Chapter 16B provides that the Department of Labor and Industry, Construction Codes & Licensing Unit, Elevator Safety Section, inspect and approve elevators and manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from the Elevator Safety Section recently inspected your facility and determined it meets requirements of the Minnesota Elevator Safety Code. NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1, Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. THIS APPROVAL APPLIES TO THE CABLE REPLACEMENT. ALL ELEVATOR RELATED EQUIPMENT IS SUBJECT TO ANNUAL RENEWAL OF THE OPERATING PERMIT: It is the owner's responsibility to maintain and keep current with all tests in accordance with the ASME A17.1 and the ASME A17.3. Frequencies for the required tests can be found in Chapter 1307 of the Minnesota State Building Code. Failure to maintain and perform the required tests may result in revocation of the annual operating permit. Operation of an elevator related device without a valid operating permit may result in an issuance of a "stop order" from the department and possible penalty of up to $10,000. For more information see our website at: http://www.doli.state.mn.us/bc_elevators.html Sincerely, CON,' UCTION CODES & LICENS G e J. Westphall State Elevator Inspector djw/rsg (CE -2) c: Schoeppner, Dale R., BO, City of Eagan Minnesota Elevator, Inc. This information can be provided to you in alternative formats (Braille, large print or audio). An Equal Opportunity Employer ElFormCE2 i For Office Use ff f-y Permit Cdr i L/ t i I City of ETfl p , c[ I Permit Fee: os 4?. G I 3830 Pilot Knob Road I Eagan MN 55122 Date Received: Phone: (651) 675-5675 I I Fax: (651) 675-5694 Staff: L----------------- I / 2009 COMMERCIAL BUILDING PERMIT APPLICATION Date: Site Address: Tenant Name: IC ( f C r (Tenant is: New / Existing) Suite Former Tenant: PROPERTY OWNER Name: 1f~hp ~ f l ? t tc,~ Phone: 39{ ~ l Address / City / Zip: to ~ l 4 (C 0 (I ~t , Applicant is: Owner Contractor Nu TYPE OF WORK Description of work: C b 1 4v1 nc Construction Cost: L C CONTRACTOR Name: ~cy1 ~~'1 i lr k s License Address: efi f~ ! D f mow! ,Z SCa> ~e 20 - t City: ~G <,Q _ i State: Zip: Phone: ?Contact Person: e k \ r?d'~0~~'l'~ ARCHITECT I Name: !'ti') j?_ _f r Al c L Registration ENGINEER Address: ~ l 13S 5 `2 /f G ~1 am` f 5T City: /Ci, State: Zip: G Phone: Q-/ ( Contact Person: !rte S Licensed plumber installing new sewer/water service: Phone NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. 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. A-6 Applicant's Printed Name ppl' ant's Signature 0 1J U Page 1 of 3 JUN 2 6 2009 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Public Facility _ Accessory Building _ Apartments ? Commercial / Industrial Exterior Alteration-Apartments Lodging _ Greenhouse / Tent Exterior Alteration-Commercial Miscellaneous Antennae Exterior Alteration-Public Facility WORK TYPES New Interior Improvement Siding _ Demolish Building* Addition Exterior Improvement Reroof Demolish Interior Alteration Repair Windows Demolish Foundation Replace Water Damage Fire Repair _ Salon Owner Change _ Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation 000 Occupancy MCES System lj 0N Plan Review ? Code Edition Z 'o 7 ~ggG -SAC Units WA (25%_ 100%Z Zoning i y City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC Drain Tile Other: Roof: -Decking -Insulation -Ice & Water -Final Pool: ,Footings -Air/Gas Tests Final Framing Siding: _Stucco Lath -Stone Lath -Brick Fireplace: _Rough In _Air Test -Final Windows Insulation Retaining Wall Meter Size: Erosion Control Final C/O Inspection: Schedule Fire Marshal to be present: Yes No Reviewed By: , Building Inspector Reviewed By: Planning COMMERCIAL FEES Base Fee 141 • SO Water Quality Surcharge 3,Y 0 Water Supply & Storage (WAC) Plan Review ~r 8 S Storm Sewer Trunk MCES SAC Sewer Trunk City SAC Water Trunk S&W Permit & Surcharge Street Lateral Treatment Plant Street Treatment Plant (Irrigation) Water Lateral Park Dedication Other: Trail Dedication Water Quality TOTAL --4t • Page 2 of 3 SUB TYPES Foundation Apartments Lodging Miscellaneous WORK TYPES New Addition Alteration Replace Retaining Walt DESCRIPTION Valuation Plan Review (25 100%_ Census Code #of Units 11 of Buildings Type of Construction Interior Improvement Exterior Improvement Repair Water Damage 64791 Public Facility Commercial 1 Industrial Greenhouse 1 Tent Antennae oe Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Dram Tile Roof: Decking _____Insulation _____Ice Water Framing Fireplace: Rough In Air Test Final Insulation Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: Reviewed By: Nike, G_ Building Inspector COMMERCIAL FEgS Base Fee 1, 4 4, 15'' Surchar e �V Plan Review MCES SAC City SAC S&W Permit Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality ofic OfiK DO NOT WRITE BELOW HIS LINE Accessory Building Exterior Alteration- Apartments Exterior Alteration Commercial Exterior Alteration- Public Facility Siding Reroof Windows Fire Repair •Demouition of entire building give PCA handout to applicant MCES System O -e 7 ANtre-SAC Units City Water Booster Pump PRV Fire Sprinklers Sheetrock Final 1 C.O. Required Final No C.O. Required HVAC Other: Pool: _Footings _Air /Gas Tests _,,,_Final Siding: __Stucco Lath ,Stone Lath _Brick Windows W Retaining Wall Erosion Control _Yes No Water Quality Water Supply Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: Demolish Building' Demolish Interior Demolish Foundation Salon Owner Change Reviewed By: Planning TOTA G. Page 2 of 3 Date /0 8 o? Site Street Address G S''5' cam( oN'c DAthe Unit Tenant Name (if applicable) Fj L e4Q Previous Tenant Name Property Owner get, /t13 Telephone Contractor boot) 1,14 414 1,4441 /e14-1- Street Address /30/ G o2tF.4 sr, City Sr; fi9)L State ?.c-" Zip SS' 7 Telephone G S"/ Y87- /O' Bond /0/0 7/3 Expires: .5"- /D The Applicant is Owner X Contractor Other Work Type New Construction Interior Improvement X Install Piping Processed Gas Exterior HVAC Unit *HVAC units must be screened Under /Above ground Tank Install Remove When installing /removing tank(s), call for inspection by Fire Marshal and Plumbing Inspector Nature of Work: mesrdRac- 3 D2Y (tee 4Kis -t Two A."--,l ,,cto p i.✓6 fievc Agrrr►gey Aft/ Permit Fees $70.50 Underground tank installation/removal $50.50 Minimum (includes State Surcharge) or Contract Value 26 000 x 1% 2, G /n Permit Fee >ro State Surcharge To calculate surcharge If Permit Fee is less than $1,000, surcharge is 50 cents. If Permit Fee is $1,000, surcharge increases by $.50 for each $1,000 Permit Fee (i.e. a $1,001- $2,000 Permit Fee requires a $1.00 surcharge). 2,4// Total Fee 2007 COMMERCIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone 651- 675 -5675 Please complete for: commercial /industrial buildings multi family buildings when separate permits are not required for each dwelling unit 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 and with the Mechanical Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. 61:1/1-Y ,d, Applicant's Printed Name Approved By: /7 Inspector Date: Applicantrs Signature Required Inspections: U.G. R.I. "rr Test Gas Service Test Infloor Heat Kfina1 4 CityofEaao 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675 -5675 Fax: (651) 675 -5694 2009 COMMERC BUILDING PER Date: Site Address: 656 Loaut Ook Tenant Name: 4.0 LAb PROPERTY OWNER TYPE OF WORK CONTRACTOR ARCHITECT ENGINEER Applicant's Printed Name Applicant is: Owner X Contractor Former Tenant: Permit Fee. 1 /Y Date Received: /7-42 `a Permit e: Stet IT APPLICATION Or, Description of work: k -{1DOe 11)0(1-h Sec hon 0 f tict i ttAi Construction Cost: z, U(} Use BLUE or BLACK Ink (Tenant is: New 7's. Existing) Suite Name: CC-0 I Phone: (45) 7 g 5182 Address City Zip: C /_on,¢. C k Name: St 1uICkerg- Conti License Address: 37 7 rntvter cie 1 City: State: iIK Tip: 55102- Phone: St) zZ kO (a l Contact Person: t1 k InScnn Name: Registration Address: City: Phone: Contact Person: State Zip: Licensed plumber installing ,afgy sewer /water service: Phone CALL BEFORE YOU DIG. CaII Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Cali 48 hours before you intend to dig to receive locates of underground utilities. www.0o0herstateonecall.orq 1 hereby acknowledge that this Information is complete and accura te; that the work will be in conformance with the ordinances arid 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_ Page 1 of 3 p Eagali For Office Use j Y Ol Permit 4 3830 Pilot Knob Road Permit Fee: Eagan MN 55122 Phone: (651) 675-5675 Date Received: Fax:(651)675-5694 Staff: 2009 COMMERCIAL PLUMBING PERMIT APPLICATION Date: 6/2/09 Site Address: 655 Lone Oak Drive Tenant: Ecolab Suite PROPERTY Name: Ecolab Contact: Dave Johnson Phone: 651-795-5552 OWNER CONTRACTOR Name: Spriggs Plumbing & Heating Co., It1cnse 063029-PM Address: 124 Eva Street City: St Paul State: Mn Zip: 55107 Phone: 651-224-5616 Contact Person: Mark Christopherson TYPE OF New Replacement - Repair X Rebuild - Modify Space Work in R.O.W. WORK Description of work: Rebuild (1) RPZ PERMIT TYPE COMMERCIAL New Construction Modify Space Irrigation System ( yes / _ no) RPZ PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: Size & Price 3/4" meter $203.00 Avg. GPM High demand devices? _Yes _No Flushometers _Yes No COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR Contract Value $ 3501.00 x 1% 50.5® Permit Fee Required on ALL new buildings and boulevard irrigation systems - = $ Radio Meter Read - If Permit Fee is less than $1,000, surcharge is $.50 Meter(s) - If Permit Fee is > $1,000, surcharge increases by $.50 for each $1,000 $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). - 50 State Surcharge Following fees apply when installing a new lawn irrigation system. $ Water Permit Call the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge TOTAL FEES $ 50.50 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 accords a with the approved plan in the case of work which requires a review and approval of plans. r x Michael R. Lenahan X Applicant's Printed Name Appli nt's Signature FOR OFFICE USE Approved By: Date: Required Inspections: ___Under Ground -Rough-In _Air Test _Gas Test -Final PRV Required: Yes _ No Page 1 of 3 J u l. 21. 2006 9:17AM _NW?1 2006GUMMERCIA,I.+ BUILDING PERMIT APPI..TCATION City df ]Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Tetephone # 651-675-5675 RAX # 651-675-5694 • Struclurel Plans (2) se . CMI Plans (2) . Certificate ot Survey (1) - CodaAnalysis (1) " . Prqaci 5pecs (1) • Spec. Insp. 8 Testing Schedule . Sals Report {i) • Matar slze must ba estahllshed • SAC determinalion - call 651-602-1000 . Archltectural Plans (2)601 + Shuctural PIpn6 (2) . Civll plans (2) . Landscaping Plans (2) . GodeMalysis (1) • CenlRcateaf5urvey (1) • Spec. Insp. S TesGng Schedule (7) ° . Meter srse must be estabiished - Project 5pecs (1) . Energy Calailattons (1) ° • Eledric Pawar 3 Lightinp Forn (1) . MasterExilPien (1) . EmergenCy Rasponb9 Slte Plan (7) - Sals Report (1) . $aC determinaUon - call 651-602-1 000 • Fire Stopping SubmiNals rp --1 C) o0 . Archltedu+al Pians (2) s@!6 • Code Anaty6i5 (1) . Pro]actSpecs (1) • Key Plan (7) • Master Exit Plan (1) . Energy Calculafians (1) not slways" . Etec. Power & LigMing Fomn (1) not always=' • AAeter 6i=e muct ba ostablished-If applicable ? 1 1 ? 1 • SAC determEnation - call 651-602-1000 ? I s rue z'uPPreesioruxiarm nens i Cell MT1 Dept of Health at 651-215•0700 for details regazding food & bevwage or lodging facilities. 't Contact Building Tnspections for sumple and if zequired ktf Permit for go building or additlon will not be processcd without EmorgCncy Response Site Ylan, Lp Sfte Address y? Unit/Ste # A A 'xenant 1Vame I Former Tenant Namev ' - 5 Z, f? 6q QO ? f1 I'tLi bW 'ption of Work uJ?'?C W1 ?Il.l T? Property O.wner ,U?ndiwd Telephone #( ppplican; is: Qwner ? Cantractor , Contact #: Contractor Address Cih' a !'7 e % State Telephone # ( (Qj-b?g 1 • ?1+? Z Arch/Engr Aegistratioe # Address City State Zip Telepdone # ( ) Licensed plumber fnstalling new sewer/water servfce: Phone #( ) I hercby apply for a Commercial Building Yermit and acknowledge that the information is complete and accurate; tdat the worK Will be m confonnence w;rh the ordinances and codes of the City of Eagan and the Stata of MN Statutes; T understand this is not a permit, but only an application for a pemut, 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. I'( ( Sf~. 4"?kp Applicant's Printed Name No.4871 P. 2 Sf o?-- Ap li ant's Signature ?r C Ju1:21. 2006 9:17pM .. DQ NOT WRITE BELOW THiS LINE No.4871 P. 3 Sub Types r `?-• `" , " 0 01 Foundation Q 26 Public Facility 0 30 Accessory Building 0 14 Apartments 0 27 Commercial/Industrial D 32 Ext Alt-Apartments 0 15 Lodging ? 28 Greenhouse ? 34 Ect Alt-Cotnatercial D 25 Miscellaneous 0 29 Antennae ? 35 Ext Alt-Public Faciliry ? 37 Nail Salon Work Types ? 31 New ? 35 IM Improvement ? 38 Demolish (Interior) O 44 Siding p 32 Addition ? 36 Move Bldg. Q 42 Demolish (Foundation) O 45 Fire Repair O 33 AReration O 37 Demolish (Bldg)' O 43 Rerovi ? 46 WindowsfDoore ? 34 ReplaCerllent 'Domolitipn (Entire 61dg only) - Glvo PCA handout to applicanrt ValuaUon Plan Rev 100% _ 25% ? SAC Unit9 I+Wr. of UnKs Nbr. of Bldgs Type of Const Occupancy zoning Stories Sq. Ft. Length Vlfidth MCES System City Water Booster Pump PRV Fire Sprinkfered Required Inspections _ Footings (aew bldg) _ FireplBCe _ R.I. _ Air Test _ Final _ Footings (deck) _ Insulation _ Footings(addition) _ SheetroCk Foundation FiasUC.O. _ Drain Tile ? FinaUNo C.O. _ qriveway Apron Other _ Ftoof Ice Pr _ Decking _ Insul - Final _ Pool Ftgs Air/Gas Tests _ Final _ graming _ Siding _ Stucco Lath _,,,_ Stone Lath _ Final Wiadows Final C/O Inspection: Schedule Fire Marshal to be present. 'KYes _ No Approved By: Planning 1_/ Building Inspector Base Fee Surcharge Plan Review SAC•MCES SAGCity S!W Permit S1W Surcharge Treahnent Plant Treatment Planf (Irrigation) Park Dedication Trail DCdiCation Water Quallty Water Supply & Srorage (WAC) 7'F.?r`S Financial Guarantee Storm Sewer Trunk Sewer Lateral SVeet Water Lateral Other TOtal ? L9 -- SewerTrunk Water TNnk 41,* CityofEaali Date: 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 JUL 2 0 2011 r Use BLUE or BLACK Ink Permit #: toc6IF Permit Fee: $/ /c . 6 / Date Received: Staff: t 2011 COMMERCIAL BUILDING PERMIT AP�L`iCATio�i �6"!r 7/20/2011 Site Address: Tenant Name: Ecolab Tnc. 655 Lone Oak Drive (Tenant is: New / Existing) Suite#: E3 Former Tenant: PROPERTY OWNER Name: Ecolab Inc. Phone: Address / City / Zip: 655 Lone Oak Drive Eagan, MN 55121 Applicant is: Owner X Contractor TYPE OF WORK Description of work: Remodel E3 as per prints Construction Cost: $52,396.00 CONTRACTOR Name: Robert Carr & Associates, Inc. License #: Address: 6675 Warner Ave S City: St. Paul, MN State: MN Zip: 55115 Phone: 651-779-0226 61 7-91g—nn] 3 CA ] Contact: Robert Carr Email: robertcarr21@aol.com ARCHITECT / ENGINEER Name: Architectural Alliance Registration #: 16854 Address: 400 Clifton Ave S City: Minneapolis, State: M Zip: 55402 Phone: 612-339-'4941 Contact Person: Peter Vesterholt Emaikpvesterholt@archalliance.com Licensed plumber installingnew sewe water service: Spriggs Phone #: 651-224-5616 NOTE Plans and supporting documents that you submit are considered to be public information portions of the information maybe classified as non public if you provide specific reasons that wouitl pent it the City;ta :. conclude that they Are trade;"secretst, 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 Robert A. Carr Applicant's Printed Name r/e <..lnedcl ' ca -vv x Applicant's Signature W Page 1 of 3 oke /L P- DO NOWRITE BELOW THIS LINE SUB TYPES Foundation Public Facility Apartments . Commercial /Industrial Lodging Greenhouse / Tent Miscellaneous Antennae WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100% Census Code # of Units # of Buildings Type of Construction V Interior Improvement Exterior Improvement Repair Water Damage 53, Dm 0 1 •f� REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Occupancy Code Edition Zoning Stories Square Feet Length Width Foundation Drain Tile /Roof: _Decking Insulation Ice & Water V Framing Fireplace: _Rough In Air Test Final Insulation Meter Size: Final Final CIO Inspection: Schedule Fire Marshal to be present: Reviewed By: Ctiel , Building Inspector Accessory Building Exterior Alteration—Apartments Exterior Alteration—Commercial Exterior Alteration—Public Facility Siding Demolish Building* Reroof Demolish Interior Windows Demolish Foundation Fire Repair Salon Owner Change *Demolition of entire building — give PCA handout to applicant 8 Zoo? M sae.. MCES System SAC Units tI/rre City Water ✓ Booster Pump PRV Fire Sprinklers Sheetrock / Final / C.O. Required Y/ Final / No C.O. Required V Other: /nela itII"L- Pool: Footings _Air/Gas Tests Final Siding: _Stucco Lath _Stone Lath Brick Windows Retaining Wall Erosion Control Yes No Reviewed By: , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality 7D4,2Sr- 2 4 45'7- 76. Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL4/199. S/ Page 2 of 3 aiA Metropolitan Council // August 16, 2011 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 as Environmental Services Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has determined SAC on behalf of the City for the Ecolab, Building E remodel to be located at 655 Lone Oak Drive within the City of Eagan. The City will be charged no additional SAC Units for this project, as determined below. SAC Units 0.00 Charges: No Charge Credits: Meeting Room (Look -Back Period — paid 5/99) 639 sq. ft. @ 1650 sq. ft./SAC Unit 0.39 Net Charge: 0 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, call me at 651-602-1118 or email karon.cappaert@metc.state.mn.us. Sincere n Cappaert AC Technician Environmental Services Division KC:kb: 110816B3 Determination expiration: August 16, 2013 cc: J. Nye, MCES Paul Neubauer, MCIW (email) Peggy Fleck, Eagan (email) Robert Carr (email) www.metrocouncil.org 390 Robert Street North • St. Paul, MN 55101-1805 • (651) 602-1005 • Fax (651) 602-1477 • TTY (651) 291-0904 An Equal Opportunity Employer Date: frGy rouNtlex--n aid &ILI City of Eaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 10 r Use BLUE or BLACK Ink For Office Use Permit#: 7e" / 7 Permit Feer C`/ 606' 3 Date Received: i 70 Staff: 2011 COMMERCIAL BUILDING PERMIT APPLICATION(fr 11- 10--1) Site Address: Tenant Name: (Tenant is: New / Existing) Suite #: Former Tenant: ►RCHITECT / ENGINEER .' Name: 114 LI (Ak,-c.r t t;� Address / City / Zip: 6 SS L. -o vt-e Oc& Applicant is: Owner Contractor Phone: 67S1 — 79 S1 81 Description of work: IQ ew CeM s i�rvc ✓1 $ 7, 000 S f= Construction Cost: 0100o/ 62 Q (o,ee.e'' F A4404 . Fe+4) Name: /u (go Cvv�slZ2 cam. > Address: 2733 1L( Lhe .Ate !k -f& State: /L&J Zip: .Ss -ll Phone: Contact: 1440 Email: Name: A/C t cckc ( //I O_ Address: q30 C I ( 4(-00. t ' 5. License #: City: it) 7-6'5 -570 - 4-Vr-t f Registration #: City:/Lcc yo(7/ State: Al) Zip:pp c�j5-��d 3 L Phone: G� — s� — 09 8 Contact Person: j-etkv tJJU �1 Email: GL[�G1,41(cak . cat., Licensed plumber installing new sewer/water service: �cImn ike.ettoua(L I( Phone#: I -2l `(0oS1 TOTE: Plansand supporting,documents that you submit are consideredwto be pul e information may be classified as non-public if you'provide `specific reasons't concludethat they are trade 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.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which reAuires a review and approval of plans. t/ x ititikQr -ett- Applicant's Printed Name x Applic5nt's Signature Page 1 of 3 _ SUB TYPES Foundation Apartments Lodging Miscellaneous WORK TYPES New Addition Alteration Replace DO NOT WRITE BELOW THIS LINE Salon Owner Change DESCRIPTION Valuation Plan Review // (25% 100% ✓ ) Census Code #of Units # of Buildings Type of Construction Public Facility Commercial / Industrial Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage 101 000 Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) i/ Foundation Drain Tile Roof: _Decking Insulation _Ice & Water Framing Fireplace: _Rough In _Air Test _Final Insulation Meter Size: Final Accessory Building Exterior Alteration -Apartments Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding Reroof Windows Fire Repair Demolish Building* Demolish Interior Demolish Foundation Retaining Wall *Demolition of entire building - give PCA handout to applicant A•3, ,e, 6.1 2477 MSbe PC MCES System 1/ SAC Units ? City Water Booster Pump PRV Fire Sprinklers Sheetrock Final / C.O. Required Final / No C.O. Required Other: Pool: _Footings _Air/Gas Tests Final Siding: Stucco Lath Stone Lath _Brick Windows Retaining Wall Erosion Control Final CIO Inspection: Schedule Fire Marshal to be present: Yes I/No Reviewed By: (, ts , Building Inspector COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Idil •1' S. 00 124.44 5 1 r 21'0 Z1300• itt S&W Permit & Surcharge y ,• A - Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Reviewed By: E5 , Planning 46 fc(UJ !b t FOUNtuvr7bri ref-44it opLy Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: U*SDSCAPe, SEICAMMY 'T,50d• 6--o TOTAL Page 2 of 3 Metropolitan Council Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: z/() Environmental Services November 21, 2011 The Metropolitan Council Environmental Services (MCES) Division has reviewed the SAC assignment for the Ecolab Building H addition. The original letter for this determination was dated September 22, letter reference 110922A7. This project is located at 655 Lone Oak Drive within the City of Eagan. The City will be charged 23 SAC Units for this project, instead of the 38 units originally assigned. The SAC review is based on new information. SAC Units Charges: Office 4496 sq. ft. @ 2400 sq. ft./SAC Unit 4.94 Meeting Room 5569 sq. ft. @ 1650 sq. ft./SAC Unit 2.76 Office/Lab (speculative) 24,986 sq. ft. @ 2400 sq. ft./SAC Unit 10.41 Process Discharge 1886 gal./day @ 274 gal./SAC Unit 6.88 Meals 50 meals/day x 1.5 gal./meal @ 274 gal./SAC Unit 0.27 Total Charge: 22.81 or 23 It is the Council's understanding this project includes speculative office/lab. At the time the finishing permits are issued, if the use changes from its speculative use to a different use, then the SAC assignment needs to be reviewed based on that change. 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, call me at 651-602-1118 or email karon.cappaert@metc.state.mn.us. aron Cappaert SAC Technician Environmental Services Division KC:kb: 111121A5 Determination expiration: November 21, 2013 cc: J. Nye, MCES Paul Neubauer, MCIW (email) Peggy Fleck, Eagan (email) Mike Beer, McGough Construction (email) www.metrocouncil.org 390 Robert Street North • St. Paul, MN 55101-1805 • (651( 602-1005 • Fax (651) 602-1477 • TTY (651) 291-0904 An Equal Opportunity Employer 01/17/2012 11:19 6517049455 City af EaQall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 METRO SHEET METAL deAl -A- RE-C°\15) el .? 11c.a..i U barb �- Pt 051- y-560 19 -F°r Crud, c nL iu'\biti'r 4i 4rv\ , PAGE 01/01 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff; 2012 COMMERCIAL PLUMBING PERMIT APPLICATION Date: 7-61 - /2- Site Address: , Gavr '-'- PK. 8 0 ./d'N Tenant: 6j- c, - Ag Suite #: -J PROPERTY OWNER CONTRACTOR Name: 6a, L4 Phone: ‘S-1-1475--S-d1 `.0 Name: , fcqcier, to lum►AL9 4-' itealnKy License #: Address: -4.6c) •F,...4.4,►7 C I I. City: JS IT, for( State: IMI/ Zip: -S-V-1.1 Phone: 6g -1( -2.2 -el --6 6 /% Email:' �'� :..�..,'%' • '. h-1 TYPE OF New X Replacement _ Repair _ Rebuild _ Modify Space Work in R.O.W. WORK Description of work: CNr t . 6 5(.4.1, 1^ A r -e€- z r--�- PERMIT TYPE COMMERCIAL Domestic: Size & Type Avg_ GPM High demand devices? _Yes _No New Construction Modify Space Irrigation System (_ yes / no) (_ RPZ / PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Fire: 1 Flushometers _Yes COMMERCIAL 1 $60.00 MinimumFEES: (includes $5.00 State Surcharge) OR Contract Value $ CO. a� Required on ALL new buildings and boulevard irrigation systems -) - If the Permit Fee is less than $7o,010, the surcharge is $5.00 - If the Permit Fee is $10,010. the surcharge increases by $.50 for each $1,000 Permit Fee (Le. a $10.010-$11.000 Permit Fee requires a $5.50 surcharel Following fees apply when installing a new lawn irrigation system Contact the City's Engineering Department. (651) 675-5646, for required fee amounts. $ X1% Permit Fee Radio Meter Read Meter(s) State Surcharge $ Water Permit $ _ Treatment Plant $ r Water Supply & Storage $ — State Surcharge 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,00prerstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in Conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x b' i/1/1e 0 N6 uN CN. Applicant's Printed Name FOR OFFICE USE x Applicant's Signature Approved By: :.,.. ;.::.: ; •Date: Required Inspections: _Under Ground Rough -In • Air Test _Gas Test Final :PRV. Requirod: Yes Page 1 of 3 flitS 4 elia- qcei,6,7 FEBu i ZU1Z City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 RECEIVED Fax: (651) 675-5694 Fr -g 1 2012 Use BLUE or BLACK Ink For Office Use Permit #: g/ 3 Permit Fee: ‘5' 1 "l1 . -7 5 Date Received: Staff: 2012 COMMERCIAL PLUMBING PERMIT APPLICATION L!rIl Date: 1 / 21 / 12. Site Address: to 54 On Dime_ b]ztve TenantCL9 . /1 L� Suite #: Name: Lga Phone: Name: tV1e112C,FOLATANi fr MmJICiP.LLicense #: Address: FLs41) 5 Ct.[7LQ City: eve p4 1 tate: Phone: 962. -91 -1 --Toto Email: nelik •tmibin dt.a. • v tri nezA. Gsera /New ! Replacement _ Repair ^ Rebuild Modify Space _ Work in R.O.W. Description of work: 1460 12 4,242.4 13)1 i4p4J £ COMMERCIAL. %. New Construction Modify Space Irrigation System ( yes / no) ( RPZ / PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes _No Flushometers Yes No COMMERCIAL FEES: $60.00 Minimum (includes $5.00 State Surcharge) OR Required on ALL new buildings and boulevard irrigation systems 3 - If the Permit Fee is less than $10,010, the surcharge is $5.00 - If the Permit Fee is > $10,010, the surcharge increases by $.50 for each $1,000 Permit Fee (Le. a $10,010-$11,000 Permit Fee requires a $5.50 surcharge) Following fees apply when installing a new lawn irrigation system Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. Contract Value $ 64431015 ` . x 1% = $ 5,4 S . 75, Permit Fee $ Radio Meter Read $ Meter(s) $ 0.00 State Surcharge $ Water Permit $ Treatment Plant $ Water Supply & Storage $ State Surcharge _ $ CJ' ,4'i I.7S TOTAL FEE 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.000herstateonecall.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 1 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 wt Applicants Signature x M MdNLTA Applicant's Printed Name Page 1 of 3 City of Evan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED JAN 0 6 2012 r Use BLUE or BLACK Ink Permit #: Permit Fee: lo2y73 171�.Z� Date Received: ^ 6 -12 - Staff: "!2 -- Staff: 2011 COMMERCIAL BUILDING PERMIT APPLICATION Date: 1 - 6 - 1 Site Address: cc Z -o vv e. Tenant Name: r> tc&(o ecA 0. it (Tenant is: New / )( Existing) Suite #: ?c)01 6 Former Tenant: PROPERTY OWNER Name: E(Cl&6 Phone: 65 1 75� -')2,-) Address / City / Zip: S S 1.crAR_ Qc�lc Dr; tee_ ,( 5vAawvLLS� Applicant is: Owner X Contractor TYPE OF WORK Description of work: R -e.. v Aock\ c3 ‘ 2 S f 4C C 0.S P -e T Pr, 4. Construction Cost: ' ji C.)000 CONTRACTOR Name: ROlo-e,rk- Cx.. ir ,/ 5AS C- I' ,A.c. License #: Address: G (, _.) .> W c,r- Jam' �- City: ti ✓UL c3 P C. State: W1.,N Zip: SC t t Phone: 6 c { - 7 `-j 9 - U Z Z (n Contact: Wt. ( Email: P.06 -e -c+ Ccti✓ ✓ ( 0. ®k . cc), _ ARCHITECT / ENGINEER Name: a r ba.,✓ Vvvv KS f .�^.:+C.cii-k f t Registration #: 9 3 2O Address: tc)\ ./ ortL 3{3.S -f 5v41k /L15 City: 1/61sv\Aec�i \%S State: i/)/1 A) Zip: 5 5 <-1 v i Phone: 6i 7- - H55 - `3I 00 Contact Person: -36t• S C 1/ Q ✓l -C L Email: Licensed plumber installing new sewer/water service: Phone #: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x 1/141C -Vs -4... \ (Z • c.k ,r ,l Applicant's Printed Name Page 1 of 3 x Applicant's Signature DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Public Facility Apartments Commercial / Industrial Lodging Greenhouse / Tent Miscellaneous Antennae WORK TYPES New Addition Exterior Improvement /Interior Improvement Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25% 100%V ) Census Code #of Units # of Buildings Type of Construction Repair Water Damage 15f 060 °� Occupancy �I Code Edition Zoning Stories Square Feet ( Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) ✓ Foundation Drain Tile ,/Roof: Decking _Insulation _Ice & Water V Framing Fireplace: _Rough In Air Test _Final Insulation Meter Size: Final Final CIO Inspection: Schedule Fire Marshal to be present: Reviewed By: Cr/Affr , Building Inspector Accessory Building Exterior Alteration—Apartments Exterior Alteration—Commercial Exterior Alteration—Public Facility Siding Reroof Windows Fire Repair Demolish Building* Demolish Interior Demolish Foundation Salon Owner Change *Demolition of entire building - give PCA handout to applicant Leal ms6e- . MCES System SAC UnitsO/.1p j bF ®LoCL. LE> City Water ✓ Booster Pump 31415 PRV Fire Sprinklers ✓ Sheetrock Final / C.O. Required Final / No C.O. Required Other: fate Plt.oPFiN( Pool: _Footings Air/Gas Tests _Final Siding: Stucco Lath Stone Lath _Brick Windows Retaining Wall Erosion Control /Yes No Reviewed By: ( , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality 114. Z� 27. s6 Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL ' 1 1 4 Page 2 of 3 4,tb. CH�ck�-�l�s City of Eain 3830 Pilot Knob Road ��Ew�� Eagan MN 55122 Phone: (651) 675-5675 FEB 0 1 'J.i12 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use >f Permit #: /0) G(/ 6' Permit Fee: i '70 5-3_5' Date Received:f Staff 2012 MECHANICAL PERMIT APPLICATION Date: ' 121)12— Site Address: Tenant: S4'21-4145 (•55 L1arJt= bale- b(ztV Suite #: J 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.00pherstateonecaliorq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x 1.4W Mo1..a1 rA Applicant's Printed Name x Applicant's Signature c:t Name: G Go LPC3 Phone: / Address / City /Zip: 5 L.op4S (S,ptG 1'J • ' Name: MeVC) Fr)L 1 TPI.I U4 . License #: Address: 'Met) FL`i (i.,k i aot t pjz. City:E State: MPJ Zip: E'1,344- Phone: SZ, • /41.11D10 QI Contact: Vilit..e Mon1ITP Email: Aell 14e . V1 4Q✓1 if et e vnetrov iezh. P Q CF New Replacement Additional Alteration Demolition Description of work: I. '5T . ie- O1,J.. -14m....1 ^s.A ➢` ^" HI W �Y4b ?F•;t,`;�-.�""., .t ,,, .,, r�� + ,.1„��:.�� 1 'g Z:£.:«. �z`k'*-z ,t'j * *,{�i t ;s"'E�`Gv rtr+'...�. ,r, P fi,3 i ,. `$9«h'L"- - 3+'rtSt, � W 'd - Y 3' •` 1 6 S tl � Y YE ®'_ a�. ea r� ae W - m s a a . a e� Y a , Y� �w .�Cx��de�T.�aeas ��aat�t�cal� ' 3 ” E RESIDENTIAL Fumace 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-on or alteration to an existing unit (includes $5.00 State out appliances, ductwork, etc.) (includes Surcharge) $5.00 State Surcharge) = $ TOTAL FEE $100.00 Fire repair (replace burned COMMERCIAL FEES: $75.00 Underground tank installation/removal $60.00 Minimum (includes State (includes $5.00 State Surcharge) Surcharge) $10,010, surcharge is $ 5.00 surcharge increases by $.50 for each $1,000 Permit Fee requires a $ 5.50 surcharge) OR Contract Value $ 1,4 )155 t 1% = $ 14; 816. 6si City ef aan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Ch 6 C -r - RECEIVED JAN 1 8 2012 Use BLUE or BLACK Ink For Office Use �j Permit #: /L' 2 / 7LJ Permit Fee: ,/ 5 ` Date Received: Staff: 2012 MECHANICAL PERMIT APPLICATION Date: J3) 7 -612 -Site Address: Ee' Tenant: C Cg‘ rr,e °At( p Suite #: f fl G j 61 RESIDENT I OWNER CONTRACTOR TYPE OF WORK PERMIT TYPE Name: Phone: Address / City / Zip: Name: License #: Address:uv115� 'o titArivf W ovlk-k. 5• City: g t* -t9 Y►n t-v�, i' -es 10^, State: i' r / -) Zip: LS ,l i 2 0 Phone: 61z -70g Q% 4L b J 6 Contact: (00.(4 PLA- Email: New R: Iacement Additional Description of work: Alteration Demolition h <4 - NOTE: Roof mounted and ground`mount Code. Please contact the Mechanical.;I' RESIDENTIAL Furnace Air Conditioner Air Exchanger _ Heat Pump Other chanical.equipme t'is required to be'screened by City. for. for information on permitted sc ening methods.' COMMERCIAL New Construction Interior Improvement Install Piping Processed Gas Exterior HVAC Unit Under / Above ground Tank ( Install / _ Remove) RESIDENTIAL FEES: $60.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge) $100.00 Fire repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) COMMERCIAL FEES: $75.00 Underground tank installation/removal (includes $5.00 State Surcharge) $60.00 Minimum (includes State Surcharge) - If the Permit Fee is Tess than $10,010, surcharge is $ 5.00 - If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee (i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge) _ $ TOTAL FEE OR Contract/lValue $/g r'a Z.4 _ $ .4 id "f Permit Fee =$ x 1% Surcharge TOTAL FEE CALL BEFORE YOU DIG. CaII 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.gopherstateonecail.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work inot 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 trA"k- -.� C- 1\ Applicant's Printed Name Applicants Signature LF OFFICE USE Required Inspections - Underground d Rough in 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Permit #: �a Permit Fee: 0' Date Received: Date ^ - 142:'? Site Address: 6,55 LOfte [(- Tenant: C._ CO 1 C(b PROPERTY OWNER Address / City / Zip: Applicant is: Owner Contractor Description of work: e )1" 5/CI all, rid /Pack to 399 yrend Construction Cost: o "0-) Estimated Completion Date: to fh"«) Ce Name. CONTRACTOR Address: 3e7� , /� /4# State/iv Zip: 5/I Phone: Contact: e 2 i0C Email: FIRE PERMIT TYPE Sprinkler System (# of heads;) Fire Pump Standpipe Other: DESCRIPTION OF WORK: License #: ' PO/ City: Airdecri , //5 WORK TYPE New Addition Alterations Remodel Other: Commercial Res dential ` Educational $60.00 Minimum (includes State Surcharge) OR - If the Permit Fee is less than $10,010, surcharge is $ 5.00 - If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee (i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge) Contract Value $ -2466- d6 x 1% $ Permit Fee $ Surcharge $ 4o Cr TOTAL FEE 3/4" Displacement Fire Meter- $231.00 *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used T 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 uilding/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work v e i accordance with the apprgved plan in the case of work whichl-eq7 res a review and app oval of plans. ' Applicant's Printed Name " App'licant's Signature CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gooherstateonecall.org FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Trip Flow Alarm Drain Test Pump Test Central Station Conditions of Issuance: Permit Reviewed b Date: City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 n c lL re c:e_ ✓�� RECEIVED MAR 082011 Use BLUE or BLACK Ink For Office Use Permit#: /o3zf Permit Fee: 1 Lib b `0 Date Received: Staff: -34- I2-- �-7 2012 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* l�la Tenant: Cco Site Address: 6.-C":" L o 4e V' cJ J Name: Eco �•►S Address / City / Zip: Applicant is: Phone: X05.1 ,[a,re Chdc2 r, 6: Suite #: Owner 9( Contractor Description of work: X's{..// ., kreif; te. spr: r Construction Cost:`10, J CeG_ Co/ Estimated Completion Date: 8/20/ / Name: V k%a 0� 14ufo r -i b''c Spr:.r 4 /c r Co Address: 30( Y rk Avg - State: 4(4/ Zip: SS/3c) Phone: Contact: /i!.'no: FIRE PERMIT TYPE X Sprinkler System (# of heads YL3) Fire Pump _ Standpipe Other: License #: C. Oc' City: Si. Pcv( csS/-3500 Ema I: Zachar-y, J,an;as('a)V4 4;il v�hi kIer. us WORK TYPE New Alterations Other: Addition Remodel DESCRIPTION OF WORK: X Commercial Residential Educational FEES $60.00 Minimum (includes State Surcharge) - If the Permit Fee is less than $10,010, surcharge is $ 5.00 - If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee (i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge) OR Contract Value $ ?OBJ {n o =$ r1Cl.S. G O Permit Fee = $ .:OO Surcharge = $ ?IO, 60 TOTAL FEE x1% 3/4" Displacement Fire Meter - $231.00 = $ 23 1.0c! Fire Meter = $ 1, 1 Y/. (p C TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x /I GC' dik�C r /!.S Applicant's Prirtlame toC- Le)r-4 ED Dr CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq 41141. City of Ea�all Date: 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED JAN 0 5 2012 r Use BLUE or BLACK Ink For Office Permit #: Use 1b324l (93, Permit Fee: Date Received: Staff: 2012 COMMERCIAL BUILDING PERMIT APPLICATION //5// 2. Site Address: Tenant Name: EC oto s-sLowe t', I2/ve (Tenant is: Former Tenant: New./ .; Existing) Suite #: PROPERTY OW ERS. Name: f-1O(7f " /2L€ A YA-AVf/ Phone: / Address / City / Zip: 6sr t o,Ve cAlc• D2/ lf‘ Applicant is: Owner )' Contractor TYPE OAF WORK Description of work: Ned Cows r2 q L771y 54 pan Construction Cost: 00 0 00O a.` Tao �� f 5�, B3. '— / , C�NTRyCTOR� ame: etyJs 17Z /( D N • �I G �Dk 3� %� li License #: Address: 215 '.7 fR72N/E/A/40044 ' City: / 0.)ell w, State: p• / / Phone: Ind Zip: SS- 3 %t3-%—Z��'33 0 Contact: 306 lei. Email: /�r'ei,3 ill h. t� ARCHITECT ENGINEER : x Name: 4/?G,Ip ec4w' n&(-lf�Nce Registration #: Address: if 0 u G(,) irOr ilff/4 S. City: /17A10/1 State: J f H Zip: S> f 0 7 Phone: 6/ 2 - 9S - 0' 7 g /� // C /{ Contact Person: /"affil lit' f(42 4 t /4 -Email:" . pitritt f °/f� l -60th /a,''Lha//idnt Licensed plumber installing new sewer/water service: t 641Z -0P0 `�' Phone #: T P'27(, - !p 63 1 NOTE Plans and supporting documents that you submit r,-,..'!0,0 idered o bepublic information Po Qr ofd the information maybe classified as'non` public ifyou roe e ifc aso is that wo% -tier— `f e o rz conclude that they are rade ecret4K4s CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of wo k which req(,Y1hLd) es a review anpproval of plans. xoE771 i--R-E Applicant's Printed Name Applica is ignatu Page 1 of 3 Dr DO NOT WRITE BELOW THIS LINE JD3Z((c,,. SUB TYPES Foundation Commercial / Industrial Apartments Miscellaneous W9RK TYPES /New %/ Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review (25% 100% v) Census Code #of Units # of Buildings Type of Construction Public Facility Accessory Building Greenhouse /Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage 195, mo 0 7I•B REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Occupancy Code Edition Zoning Stories Square Feet Length Width Roof: ✓Decking ✓nsulation _Ice & Water V Final /Framing Fireplace: _Rough In Air Test _Final —7 Insulation Meter Size: Final CIO Inspection: Schedule Fire Marshal to be present: /Yes No Reviewed By: lei L , Building Inspector _ Exterior Alteration -Apartments Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding Reroof Windows Fire Repair *Demolition of entire building - give PCA handout to applicant Demolish Building* Demolish Interior Demolish Foundation Retaining Wall 2057 MSS( - Piz 2 t70 ISZ' MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers % Sheetrock Final / C.O. Required Final / No C.O. Required —7 Other: HttSTorp/A/` Pool: _Footings _Air/Gas Tests _Final I/ Siding: _Stucco Lath _Stone Lath _Brick Windows Retaining Wall Erosion Control COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Reviewed By: 11-1V-- • , Planning Thum 4 C7tf (�.� Kee, Ctt L& eP WAR- ATG k Thu _ 37,734.15 Water Quality I, 07.Z5— Water Supply & Storage (WAC) 24i 52$ •8' Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL63r 9bZ•B9 Page 2 of 3 /03 zko • Craig Novaczyk From: Peggy Fleck Sent: Friday, February 03, 2012 1:25 PM To: Craig Novaczyk Subject: FW: Ecolab Building H - SAC Review Attachments: Ecolab BP -3 Lvl 1 SAC Determination.pdf; Ecolab BP -3 Lvl 2 SAC determination.pdf FYI Peggy Fleck 1 Clerical Tech 1 City of Eagan City Hall 1 3830 Pilot Knob Rd 1 Eagan, MN 55122 1 651-675-5675 1 651-675-5694 (Fax)1 pfleck[7a,cityofeagan.com City of Ealall 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: Cappaert, Karon[mailto:Karon.Cappaert@metc.state.mn.usl Sent: Friday, February 03, 2012 1:22 PM To: Dale Schoeppner Cc: 'Mike Beer'; Peggy Fleck Subject: FW: Ecolab Building H - SAC Review Dale, I have reviewed the attached plans and find nothing to change SAC charges that were reviewed in the November the letter sent in November 21, 2011 letter. Please contact me if you have any questions. Karon Cappaert SAC Technician MCES - Finance 390 N Robert St St Paul, MN 55101 karon.caooaert@metc.state.mn.us Phone 651-602-1118 Fax 651-602-1030 Please visit our website for more information. http://www.metrocouncil.orq/environment/RatesBillinq/SAC Procram.htm From: Mike Beer jmailto:MBeer@mcgough.coml Sent: Wednesday, January 25, 2012 4:53 PM To: Cappaert, Karon Cc: Barnebey, Kelly; cnovaczyk@citvofeagan.com Subject: Ecolab Building H - SAC Review Karon, 1 This past November Met Council provided a SAC determination for us to use for the Ecolab Project. The City of Eagan has asked that you take a look at the BP -3 drawings to verify that there are not any additional credits to be assessed due to modifications to the project drawings. It is our understanding and design intent that the fixture count and building usage has not changed, and BP -3 represents completion of the project details, since your last review. Can you review and compare to your previous assessment and let us know if there are any changes. Thanks, .Micftaee 53eerc PROJECT MANAGER - LEED AP 14101 MCGOUGH 2737 Fairview Avenue North / St. Paul, MN 55113 Tel:. 651-634-7729 Cell: 763-370-4941 mbeer(cr�mcgough.com 2 1 -11=11- E 11=111=1 =1 I 1-E1H11-i11-1 1=1 I= 11=1 LJJEj_ 1=1 1=111=1=11-1-11E11=11= EIrkl 1E Olp, a_ TIET_FiE-r- 111-1-11-1-11-11-:11- 1--11-=11 • I 11-1=11-11-:11-111H1=1 I -11E1 1-'11-l:11=111 11-1 I- I_ : lE[11=1 _ 1 :1 H,l41=111-Eill=1 1=1 =1 1=1 1=11-=111=l1 1-E1=.1=11=11 lEa_tEl:Ei IEEll1=l11_7111E-1_71 17-1=11=_11=11=1[ftll El 1 :11_71117:1 -7=111Ell1=1 1E1E1 IE 1=71=111:H1=1 I-= I =1.1=11=ll E11 1=l1, --4=111H 1E11 =.1 1=111=l11-111=l1-1-1EIHEI 1- 1 III :11EA4.= •_:LE:11-111=11=11=1=11=11=l11=l11=l1 „ Ell =I =1 =1 -E -Ell E=• - - 1 11 .11 111 ,1 I 1 II TTH 7:1 1_ Hr7!11=111=_d=f. =1=1 1 MI 11E111E,I= ,,A2771- E'l-E1-1E1A 1 11 11=111E1 71E1 '11=111=11,J -I IF:1 1 111::11=111='1 =1 1171 1E1=1 ._=11 1_ l.lElll-E111E-ElE1 1 1=l1 11111111E1 :1=1 I=ll El El III_EllE111=11 -:1=1 Ell El =II E H1=4[1E11=11 El =11 1 -111-1 1E1=1 =11 111=211=111=l1 HE1 1E -1E1 'HI ,,l1=l11=111=1,, 1711=1=1 111 111-=l11=_111E El 1=41)=11 t la III 1•1111111111,111111119111.1111111111,1111111•111[11 WHIZ II •_ ' '. _ . 1 ..;, i M ril 1 ,4 Id ',tot I `' 1,-.. 1 t I Al, t., ,,---..--„, T . (1) cn cn = cs.1 0 s=3 cD • 41,11 City of Eaall Mike Maguire Mayor Paul Bakken Cyndee Fields Gary Hansen Meg Tilley Council Members Thomas Hedges City Administrator Municipal Center 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012 fax 651.454.8535 TDD Maintenance Facility 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360 fax 651.454.8535 TDD January 6, 2012 Michael Beer McGough Construction 2737 Fairview Ave N St Paul MN55113 CC: Peter Vesterholt Architectural Alliance 400 Clifton Ave Minneapolis MN 55403-3212 RE: THE BUILDING H EXPANSION FOR ECOLAB SCHUMAN CAMPUS — 655 LONE OAK DR Dear Michael, We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above -referenced project. This review is not intended to be an exhaustive and comprehensive report. Unless otherwise noted, all references are to the 2006 I.B.C. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the following items be addressed: 1. Provide an updated SAC determination letter. 2. Provide completed Energy Compliance Forms for: building envelope, HVAC, service water heating, power and lighting. (Per Chapter 1323 of the MSBC) 3. Provide fire stopping submittals for all penetrations (through, and/or membrane) of any rated assemblies. 4. Submit (2) sets of landscaping plans for review. 5. Separate permit applications are required for plumbing, mechanical and electrical. Please feel free to call 651-675-5683 with any questions you may have regarding this letter. Sincerely, )4414e911--- www.cityofeagan.com J. Craig Novaczyk Senior Inspector cc: Dale Schoeppner, Chief Building Official The Lone Oak Tree The symbol of strength and growth in our community. City of Evan Mike Maguire Mayor Paul Bakken Cyndee Fields Gary Hansen Meg Tilley Council Members Thomas Hedges City Administrator Municipal Center 3830 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012 fax 651.454.8535 TDD Maintenance Facility 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360 fax 651.454.8535 TDD www.cityofeagan.com The Lone Oak Tree The symbol of strength and growth in our community. February 3, 2012 Michael Beer McGough Construction 2737 Fairview Avenue N Roseville, MN 55113 RE: The Building H Expansion for Ecolab Schuman Campus 655 Lone Oak Drive Dear Michael: We have completed our review of the construction documents submitted in pursuit of obtaining a building permit for the above -referenced project. This review is not intended to be an exhaustive and comprehensive report. Unless otherwise noted, all references are to the 2006 IBC. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the following items be addressed: 1. Provide the required submittal documents asked for in our initial review letter dated January 6, 2012 (enclosed). 2. Identify how you plan to construct the separation wall(s) between the existing Building "G" and the proposed Building "H." The current Code analysis classifies the entire group of buildings as one building and as a non -separated mixed occupancy that includes A, E and B occupancies. In order to classify the entire building as a non -separated mixed use, with public ways or yards not less than 60 feet, you will have to identify all of the existing occupancy uses and build the entire building to the requirements of the most restrictive of those uses (reference Section 508.3.2 of the 2006 IBC). 3. Storage rooms 111 and 151 exceed 100 square feet. These rooms are considered to be incidental use areas per Table 508.2 of the 2006 IBC. These areas shall be separated from the remainder of the building by construction capable of resisting the passage of smoke. Please identify these rooms on your life safety plan sheet (g0.02), and make any necessary changes to your wall types if need be. 4. Maximum occupant load signage shall be posted in the assembly use rooms, per Section 1004.3 of the 2006 IBC. 5. Revise detail 5C on Sheet a5.20 so that the required exterior accessible clearances are met at the automatic door actuator. 6. Revise detail 1 E on Sheet a6.02. The guard for Stair 3 shall comply with Section 1013.3, Exception #2. 7. Details 2E and 3E on Sheet a6.03 reference a typical stair railing detail (x.xx). As far as I can tell, that detail does not exist. Please direct me to this detail or create it and add it to the plans. 8. The access controlled egress indicated at Doors 100A and/or 100B shall meet all of the requirements of Section 1008.1.3.4. 9. Access controlled egress is only allowed at entrance doors. Therefore, the card readers on the egress sides of the doors S2 -A and 160A shall be eliminated. 10. Please revise the plans and Code Analysis accordingly and submit for review. Thank you in advance for your attention to these items. If you have any questions concerning this letter, please call me at (651) 675-5683 or cnovaczykcityofeaqan.com. Sincerely, Craig Novaczyk Senior Building Inspector Cc: Dale Schoeppner, Chief Building Official Peter Vesterholt, Architectural Alliance City of Eap Nano TO: Scott Peterson, Building Inspections Peggy Fleck, Community Development ;3on Hohenstein, Community Development ike Ridley, Planning ✓ Dale Wegleitner, Fire Marshal Jom Colbert, Engineering %/John Gorder, Engineering pave Westermayer, Engineering ✓Leon Weiland, Engineering Tim Plath, Engineering ✓ is Macbeth, Maintenance ✓Gregg Hove, Maintenance Wayne Schwanz, Utilities Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Senior Building Inspector DATE: September 1, 2011 RE: Plan Review For: Ecolab, Building H Expansion 655 Lone Oak Drive (Footing & Foundation Permit Only) The plans are in our plan review section for your review and comment. # 22 Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Evan Nemo TO: Scott Peterson, Building Inspections Peggy Fleck, Community Development Jon Hohenstein, Community Development Mike Ridley, Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Tim Plath, Engineering Eric Macbeth, Maintenance Gregg Hove, Maintenance Wayne Schwanz, Utilities Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Senior Building Inspector DATE: September 1, 2011 RE: Plan Review For: Ecolab, Building H Expansion 655 Lone Oak Drive (Footing & Foundation Permit Only) The plans are in our plan review section for your review and comment. # 22 Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount Landscape Security Required Zoning: Water Quality Dedication Meter Size: Park Dedication Trail Dedication Tree Dedication PR Required ❑ Yes 0 No LI Yes 0 No ❑ Yes ❑ No ❑ Yes 0 No ❑ Yes ❑ No Yes 0 Date 9 ) 1 I G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Ea�all Nemo TO: Scott Peterson, Building Inspections Peggy Fleck, Community Development Jon Hohenstein, Community Development Mike Ridley, Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Tim Plath, Engineering Eric Macbeth, Maintenance Gregg Hove, Maintenance Wayne Schwanz, Utilities Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Senior Building Inspector DATE: September 1, 2011 RE: Plan Review For: Ecolab, Building H Expansion 655 Lone Oak Drive (Footing & Foundation Permit Only) The plans are in our plan review section for your review and comment. # 22 Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: :rt-,S /F-0eit-41;e-. — .<cL,& s Lti i`1A:ft iLC1S14" .(>#. 10eetA4."1 >S /NS Sv4. Indicate below any fees that are to be collected with the building permit. Amount 7/Seto •°"" ree.�.1 f uw5't ,Ulet.., tZoning: 6 Meter Size: ❑ Yes 0` No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No Landscape Security Required Water Quality Dedication Park Dedication Trail Dedication Tree Dedication quired Signature Date G:\Building Inspections\FOS\Commercial Bldgs Final & Plan Review Letters City of Ea�all Memo TO: Scott Peterson, Building Inspections Peggy Fleck, Community Development Jon Hohenstein, Community Development Mike Ridley, Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Tim Plath, Engineering Eric Macbeth, Maintenance Gregg Hove, Maintenance Wayne Schwanz, Utilities Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Senior Building Inspector DATE: September 1, 2011 RE: Plan Review For: Ecolab, Building H Expansion 655 Lone Oak Drive (Footing & Foundation Permit Only) The plans are in our plan review section for your review and comment. # 22 Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No Yes ❑ N Landscape Security Required Zoning: Water Quality Dedication Meter Size: Park Dedication Trail Dedication e Dedication Required Signat q,c-k- 1 \ Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Eagan Nemo TO: Scott Peterson, Building Inspections Peggy Fleck, Community Development Jon Hohenstein, Community Development Mike Ridley, Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Tim Plath, Engineering Eric Macbeth, Maintenance Gregg Hove, Maintenance Wayne Schwanz, Utilities Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Senior Building Inspector DATE: September 1, 2011 RE: Plan Review For: Ecolab, Building H Expansion 655 Lone Oak Drive (Footing & Foundation Permit Only) # 22 The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Are rl rte` _Se ievett:OV 17e,--t-tee/L-1 er aPc Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No Landscape Security Required Zoning: Water Quality Dedication Meter Size: Park Dedication Trail Dedication Tree Dedication PRV Required Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Eaaall Nemo TO: Scott Peterson, Building Inspections Peggy Fleck, Community Development Jon Hohenstein, Community Development Mike Ridley, Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Tim Plath, Engineering Eric Macbeth, Maintenance Gregg Hove, Maintenance Wayne Schwanz, Utilities Jim McDonald, Police Department Mark.Ander-son, Electrical.iJ sector FROM Craig Novaczyk, Senior Building Inspect DATE: September RE: Plan Review For: Ecolab, Building H Expansion 655 Lone Oak Drive (Footing & Foundation Permit Only) # 22 The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes El No Landscape Security Required Zoning: ❑ Yes (No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes No PRV Required Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Evan We�o TO: Scott Peterson, Building Inspections Peggy Fleck, Community Development Jon Hohenstein, Community Development Mike Ridley, Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Tim Plath, Engineering Eric Macbeth, Maintenance Gregg Hove, Maintenance Wayne Schwanz, Utilities Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Senior Building Inspector DATE: September 1, 2011 RE: Plan Review For: Ecolab, Building H Expansion 655 Lone Oak Drive (Footing & Foundation Permit Only) The plans are in our plan review section for your review and comment. # 22 Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: El Yes ❑ No Water Quality Dedication Meter Size: El Yes ❑ No Park Dedication El Yes ❑ No Trail Dedication ❑ Yes e No Tree Dedication ❑ Yes ❑ No PRV Required Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Eaali Woo TO: Scott Peterson, Building Inspections Peggy Fleck, Community Development Jon Hohenstein, Community Development Mike Ridley, Planning Dale Wegleitner, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Tim Plath, Engineering Eric Macbeth, Maintenance Gregg Hove, Maintenance Wayne Schwanz, Utilities Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Senior Building Inspector DATE: September 1, 2011 RE: Plan Review For: Ecolab, Building H Expansion 655 Lone Oak Drive (Footing & Foundation Permit Only) The plans are in our plan review section for your review and comment. # 22 Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: ()y. � . rev; evv l4.n.:5 o (rVe_ ik 7ep1 CCi-ty ?toy No. ti -s? -F) 64,74 ipvt ~. vn aetio-;-,5 Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes [ ' No Landscape Security Required Zoning: Water Quality Dedication Meter Size: Park Dedication Trail Dedication Tree Dedication PRV Required Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters Craig Novaczyk From: John Gorder Sent: Monday, September 19, 2011 11:51 AM To: 'Earth Evans' Cc: Craig Novaczyk Subject: Ecolab Building Expansion - 655 Lone Oak Road Attachments: 2057U.pdf Hi Earth, City of Eagan Engineering staff have reviewed the civil plans for this project, and offer the following comments on the Utility Plan for revisions: • The City allows for fire protection and domestic use water service lines to be combined outside the building. The proposed 6" and 4" water service lines can be combined in one line of adequate size. • The existing sanitary sewer line to be removed is shown on Eagan records as an 8" dia. line, not 10" as shown on the plan. See attached City record plan. Please verify. • Label all civil plans with "City Project No. 11 -BP -F". After revision, please send over an electronic copy to my attention. Please contact me with any questions. Thanks. John Gorder 1 Assistant City Engineer 1 City of Eagan City Hall 1 3830 Pilot Knob Road 1 Eagan, MN 55122 1 651-675-5645 1 651-675-5694 (Fax) I jgorder(a cityofeagan.com Cit of Ea all 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 0" City of Ea�ali TO: /Scott Peterson, Building Inspections Peggy Fleck, Community Development ,Peggy Hohenstein, Community Development pike Ridley, Planning ✓ Darrin Bramwell, Fire Marshal /Tom Colbert, Engineering ✓John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering im Plath, Engineering ric Macbeth, Maintenance Gregg Hove, Maintenance Utilities Supervisor Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Noveatyk, Seniot ns DATE: January 6, 2012 Nemo # 22 RE: Plan Review For: THE BUILDING H EXPANSION ECOLAB — SCHUMAN CAMPUS/655 LONE OAK DR (BUILDING PERMIT) The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: O Yes 0 No Park Dedication O Yes 0 No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Eagan Kemp TO: Scott Peterson, Building Inspections # 22 Peggy Fleck, Community Development Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Tim Plath, Engineering Eric Macbeth, Maintenance Gregg Hove, Maintenance Utilities Supervisor Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Senior Building Inspector DATE: January 6, 2012 RE: Plan Review For: THE BUILDING H EXPANSION ECOLAB — SCHUMAN CAMPUS/655 LONE OAK DR (BUILDING PERMIT) The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount PEr Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ Landscape Security Required Water Quality Dedication Park Dedication Trail Dedication Tree Dedica 'on VRe. rd Zoning: Meter Size: /- 2 7- 2a/� Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Eagan Nemo TO: Scott Peterson, Building Inspections Peggy Fleck, Community Development Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Tim Plath, Engineering Eric Macbeth, Maintenance Gregg Hove, Maintenance Utilities Supervisor Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Senior Building Inspector DATE: January 6, 2012 # 22 RE: Plan Review For: THE BUILDING H EXPANSION ECOLAB — SCHUMAN CAMPUS/655 LONE OAK DR (BUILDING PERMIT) The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: rr.j't raj a- E , vi . / r/e, ", 0„.1 1 / ?rpt. (/ / - vr'-F) a r,ets c Yv / f> c)v s Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ Yes ❑ Yes ❑ Yes ❑ Yes ❑ Yes ❑ No ❑ No ❑ No ❑ No ❑ No No Landscape Security Required Zoning: Water Quality Dedication Meter Size: Park Dedication Trail Dedication Tree Dedication PRV Required 7-2,4 1/(g/2012 pgnature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Etall Nemo TO: Scott Peterson, Building Inspections # 22 Peggy Fleck, Community Development Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Tim Plath, Engineering Eric Macbeth, Maintenance Gregg Hove, Maintenance Utilities Supervisor Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Senior Building Inspector DATE: January 6, 2012 RE: Plan Review For: THE BUILDING H EXPANSION ECOLAB — SCHUMAN CAMPUS/655 LONE OAK DR (BUILDING PERMIT) The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: iJaNk Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes 0 No ❑ Yes ❑ No 0 Yes 0 No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No Landscape Security Required Zoning: Water Quality Dedication Meter Size: Park Dedication Trail Dedication e Dedication PR Required Date 11 �J G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters 1) City of Evan Memo TO: Scott Peterson, Building Inspections Peggy Fleck, Community Development Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Tim Plath, Engineering Eric Macbeth, Maintenance Gregg Hove, Maintenance Utilities Supervisor Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Senior Building Inspector DATE: January 6, 2012 RE: Plan Review For: # 22 THE BUILDING H EXPANSION ECOLAB — SCHUMAN CAMPUS/655 LONE OAK DR (BUILDING PERMIT) The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any ❑ Yes ❑ Yes ❑ Yes ❑ Yes ❑ Yes ❑ Yes ❑ No ❑ No ❑ No ❑ No ❑ No ❑ No Signature fees that are to be collected with the building permit. Amount Landscape Security Required Zoning: Water Quality Dedication Meter Size: Park Dedication Trail Dedication Tree Dedication PRV Required I C [ "61 Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Eap keno TO: Scott Peterson, Building Inspections Peggy Fleck, Community Development Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Tim Plath, Engineering Eric Macbeth, Maintenance Gregg Hove, Maintenance Utilities Supervisor Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Senior Building Inspector DATE: January 6, 2012 # 22 RE: Plan Review For: THE BUILDING H EXPANSION ECOLAB — SCHUMAN CAMPUS/655 LONE OAK DR (BUILDING PERMIT) The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: vi ( i✓ier 7 J/ r '( (1044/41 CA1V 33 t -F -Cin a -C4 , sl,r, Indicate below any fees that are to be collected with the building permit. ❑ Yes No ❑ Yes No ❑ Yes No ❑ Yes ❑ No ❑ Yes ❑ No ❑ es ❑ No Landscape Security Required Water Quality Dedication Park Dedication Trail Dedication Tree Dedication PRV Re ed Signat Amount Zoning: Meter Size: 1 / I Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters Craig Novaczyk From: Eric Macbeth Sent: Tuesday, January 24, 2012 11:28 AM To: John Gorder Cc: Craig Novaczyk; Gregg Thompson; Russ Matthys Subject: stormwater management @ Ecolab building expansion Follow Up Flag: Flag Status: John, Follow up Flagged I told Craig Novaczyk while you were in your 10:30 meeting that we have reviewed the grading and stormwater management plans associated with the building permit application for the Ecolab project. While determining compliance with City Code §4.33, Post construction requirements, we found some insufficiencies. Relatively soon, we will be communicating our concerns to Ulteig, Ecolab's civil engineer on the project. These are relatively minor and similar to our concerns expressed to Clark Wickland for the Aspen Waste Systems project. I understand from Craig that grading/stormwater issues can be linked to issuance of the Ecolab building permit. While we don't expect any delays from our efforts, please be advised that we want to be sure to resolve the issues before they proceed beyond installing the footings. Thanks. Eric Macbeth 1 Water Resources Coordinator Maintenance Facility 1 3501 Coachman Point 1 Eagan, MN 55122 651-675-5300 1 651-576-5360 (Fax)1 emacbeth(a)cityofeagan.com www.cityofeacian.com/lakesandwetlands 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 City of Eagan Remo TO: Scott Peterson, Building Inspections Peggy Fleck, Community Development Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Tim Plath, Engineering Eric Macbeth, Maintenance Gregg Hove, Maintenance Utilities Supervisor Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Senior Building Inspector DATE: January 6, 2012 # 22 RE: Plan Review For: THE BUILDING H EXPANSION ECOLAB — SCHUMAN CAMPUS/655 LONE OAK DR (BUILDING PERMIT) The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes 0 No ❑ Yes 0 No ❑ Yes 0 No ❑ Yes 0 No ❑ Yes 0 No O -s ❑ No r I Landscape Security Required Water Quality Dedication Park Dedication Trail Dedication Tree Dedication PRV Required Signature Date Zoning: Meter Size: G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters City of Eagan _ Nemo TO: Scott Peterson, Building Inspections Peggy Fleck, Community Development Jon Hohenstein, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Tom Colbert, Engineering John Gorder, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Tim Plath, Engineering Eric Macbeth, Maintenance Gregg Hove, Maintenance Utilities Supervisor Jim McDonald, Police Department Mark Anderson, Electrical Inspector FROM: Craig Novaczyk, Senior Building Inspector DATE: January 6, 2012 # 22 RE: Plan Review For: THE BUILDING H EXPANSION ECOLAB — SCHUMAN CAMPUS/655 LONE OAK DR (BUILDING PERMIT) The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper "hold request" form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ Yes ❑ Yes ❑ Yes ❑ Yes ❑ Yes ❑ No ❑ No ❑ No ❑ No No ■ Ne Landscape Security Required Zoning: Water Quality Dedication Meter Size: Park Dedication Trail Dedication Tree Dedication PRV Required Signature Date G:\Building In sections\FORMS\Commercial Bldgs Final & Plan Review Letters A NEM ‘IER11 \ ENCINEER11(, Tesum„ CONSULTANTS • ENVIRONMENTAL • GEOTECHNICAL • MATERIALS • FORENSICS REPORT OF PROJECT TESTING SERVICES PROJECT: ECOLAB SCHUMAN CAMPUS BLDG. H 655 LONE OAK DRIVE EAGAN, MINNESOTA 55121 AET PROJECT NO: 22-01000 DATE: SEPTEMBER 21, 2012 REPORTED TO: McGOUGH CONST., CO. INC. 2737 FAIRVIEW AVE. N. ST. PAUL, MN 55113-1372 ATTN: MIKE BEER mbeer@mcgough.com CC: pvesterholt@archalliance.com cnovacyk@cityofeagan.com tpetron@mjing.com INTRODUCTION This report summarizes the results of the project testing services we conducted for the Ecolab Schuman Campus Building H located in Eagan, Minnesota. All of our services were conducted on a will -call basis. The scope of our work included the following: • Observing the soils in the bottom of the excavations for Building H • Performing soil compaction tests in fill placed for the project. • Observing the reinforcing steel placed in structural elements of the building for compliance with approved project plans. • Performing on-site testing of plastic concrete. • Performing compressive strength testing of concrete test cylinders. • Observing welded, bolted, and fastened connections for the structural steel frame, steel joists and metal decking. • Summarizing the results of our services in a written report. 550 Cleveland Avenue North St. Paul, MN 55114 Phone 651-659-90011 Tolt Free 800-972-63641 Fax 651-659-13791 www.amengtest.comlAkEE0 "1741;s cccarnect sr: not be reproduced, except ;rt. bill velttput w approval from American Engineering Tesling, Inc AFT Project No. 22-01000 Page 2 of 7 DESIGN INFORMATION The construction recently completed is Ecolab Schuman Campus Building 11. We further understand that the building: • Has two above -grade levels. • Is supported by conventional spread footings designed using an allowable soil bearing pressure no greater than 5.000 pounds per square foot (psf). • Has a first floor elevation of 923.0 feet. • Has an approximate overall plan dimension of 163 feet by 186 feet. • Ilas bottom of footing elevations ranging from 914 feet to 919 feet for the perimeter footings. • I las cast -in-place concrete walls with a structural steel frame and a metal deck roof supported by steel joists. • Is able to tolerate normal amounts of settlement for this type of structure (up to 1 -inch total and 1/2 -inch differential and up to 1/2 inch differential between the existing building and the new construction). • Is constructed according to applicable building code requirements. Deviations from the above design information. could necessitate altering our conclusions and recommendations. Contact us if the information stated is different from the actual project design. Building location and elevation information obtained at the site, and presented in this report, was referenced to the existing grade and location stakes. BACKGROUND INFORMATION Previously, we performed a subsurface exploration program at the referenced site. The results were presented in our July 29, 2012. Report of Geotechnical Exploration and Review (AET Project No. 01-05189). In that report, the soil profile is generalized as variable amounts of fill overlying naturally deposited glacial till. Refer to that report for pertinent background information and for more detailed recommendations for earthwork correction and structural support. AFT Project No. 22-01000 Page 3 of 7 EXCAVATION OBSERVATIONS We observed the excavations fir Building!' from December 6, 2011 to February 8, 2012. We were not present at. the site on a full-time basis. Our services were performed on a will -call basis, when requested by Bob Frei with McGough Construction, Co. Inc., which allowed us to observe the mass excavation and footing excavation bottoms. In addition to observing the soils exposed in the excavations we conducted shallow hand auger borings and hand cone penetrometer probes in the bottom of the excavations. The soils encountered were classified in general accordance with ASTM:D2488. Estimates were made of their strength properties based on their resistance to advancement of the hand auger and from the hand cone penetrometer readings. The soils were also compared to the soils described by the boring. logs. We observed the soils exposed in the bottom of the mass excavation on December 6 and 9, 2012. The naturally deposited silty sands and clayey sands were similar to those described in the geotechnical report and the associated test pit logs. Our hand cone penetrometer readings indicated the naturally deposited soils exposed in the excavation bottom should be capable of supporting unit. stresses of at least 5,000 psf The naturally deposited soils were judged suitable for support of the fill and anticipated building loads. The elevations at the bottom of the excavation ranged from about 918 feet 10 922 feet. Since the excavations terminated below foundation grades, 1:1 oversizing of the excavation bottom and subsequent till system was recommended. Our judgments of the excavation oversizing were based on the off -set stakinu, and elevation information provided for us in the field by the excavating contractor. Based on the information provided, it appeared that sufficient 1:1 lateral oversizing was provided for the observed excavation. We observed the subcut for the footing excavation bottoms between December 20 and February 8, 2012. The excavations terminated in the underlying competent naturally deposited soils. Our hand cone penetrometer readings indicated these soils should he capable of supporting unit stresses of up to 5,000 psf. The soils observed in the bottom of the excavations were judged suitable to support the anticipated structural loads. COMPACTION TESTING OF FILL SOILS During the period from December 6. 2011 to March 14, 2102, we conducted 34 density tests in fill placed at the site. The density tests were conducted on a will -call basis. The field density tests were compared to the laboratory Standard Proctor maximum dry density (ASTM:D698) to arrive at a AET Project No. 22-01000 Page 4 of 7 percent compaction level tbr each test. The results of the soil compaction tests we performed indicate the minimum specified compaction levels were ultimately met or exceeded at the locations and elevations tested. REINFORCING STEEL OBSERVATIONS Prior to placement ofconcrete, AET personnel observed the reinforcing steel present in the footings of the building. These observations were performed during the period from January 5 to May 31. 2012. During our site visits. we judged the following items for conformance to the most current structural drawings available at the project site: • The conditions and dimensions of the various formwork. • That the proper number, size, spacing, and lap of the reinforcing steel were provided. • That proper concrete cover and support was provided between the reinforcing steel and the formwork and/or the ground surface. • That the reinforcing steel was substantially free of rust, scale, dirt, ice or other deleterious materials which will reduce adhesion with the concrete. Rased on the results of our observations, it is our opinion that the reinforcing steel „placed in the observed structural elements was ultimately in substantial compliance with the current structural drawings present at the site. We did observe some discrepancies such as insufficient lap lengths, inadequate clear space and missing bars. These deficiencies were brought to the attention of the contractor and corrected prior to concrete placement.. AFT does got perform surveying services, therefore, our observations of the reinforcing steel were based on the positioning of the formwork by the contractor. We are not responsible for the exact locations of the formwork. CONCRETE TESTING Field Testing We performed testing of concrete as it was being placed for various elements of the building. Our services included: • Measuring the slump of the plastic concrete. • Measuring the percentage of entrained and entrapped air. AET Project No. 22-01000 Page 5 of 7 Determining the temperature of the plastic concrete. Castinu 4 -inch diameter by 8 -inch 'null test cylinders. All testing was performed in accordance with current ASTM procedures. The results of the on-site testing were presented in our Reports of Plastic Concrete Testing. Copies of these reports were issued previously under separate cover. Compressive Strength Testing We performed compressive strength testing of 40 sets of test cylinders cast by personnel from AET. Inc. The results of these tests were presented in our Reports of Compressive Strength of Cylindrical Concrete Specimens. Copies of these reports were previously submitted under separate cover. The 28 -day compressive strength results of our concrete cylinder sets met or exceeded the specified design strengths. The contractor cast one set of concrete test cylinders for wall r)ouri-,2 on January 18, 2012. The in- place reinforcing steel was observed in the wall forms previous to the concrete pour. These test cylinders were labeled as set number 5001. The concrete cylindertest results met the required design strenuth. OBSERVATIONS OF WELDED AND BOLTED CONNECTIONS Between May 4 and June 25, 2012, NDT technicians from AET observed the field welded, bolted, and fastened connections for the structural steel framing, steel joists, and metal decking of the Building 11. Our services ‘vere provided on a will -call basis. Visual weld observations were, performed in accordance with the requirements of the AWS "Structural Welding Code," Sections D1.1 and 1)1.3 and/or applicable contract documents. Individual welds were visually observed for quality, size and length. Visual observations were also made for the puddle welds and fasteners fastening the metal decking to the joists. The puddle welds were observed for spacing, pattern, size and quality. The TEK screws Nye re observed for the correct number and pattern as well as side lap fastening. Based on our observations and testing, it is our judgment that the welded connections which our technicians observed ultimately satisfied the requirements of the referenced codes and project specifications. The TEK screw fastening the sidelaps or the decking were also installed per the project plans and specifications. On some visits, we observed missing welds and inadequate weld A ET Project No. 22-01000 Page 6 of 7 length. Subsequent observation on later site visits indicated these deficiencies were ultimately corrected. On May 8 and May 11, 2012, we performed ring and bend tests on the shear studs welded to the beams on the second floor framing. We found numerous failures during testing and marked the locations with spray paint for identification. These shear studs were then replaced. We reobserved and retested the locations of the failing tests and judged them to be in conformance with the project specifications. The bolted connections were observed for compliance with the "Specification for Structural Joints using ASTM: A325 or ASTM: A490 Bolts" approved by the Research Council on Structural Connections. Bolted connections were observed for appropriate bolt length, washer installation and ply contact of the joint. For tension control bolts, we also documented that the splined ends were sheared off. Based on our observations it was our opinion that washers were installed at all observation bolted connections, and that all plies were in intimate contact. We also observed that the tension indicator of the tension control bolts were fractured. During our testing we encountered some loose bolts, these bolts ‘vere tightened, reobserved and were ultirnately judged to be in compliance with the project specifications. During our review of he project documents, RH #26, #33, #38 and #49 were addressed. The welded and bolted connections shown in these areas were ultimately judged to be in conformance with the project documents. CLOSURE To protect the client, the public and American Engineering Testing, Inc., this report (and all supporting information) is provided for the addressee's own use. No representations are made to parties other than the addressee. Our services on this project have been conducted to those standards considered normal for services of this type at this time and location. Other than this, no warranty, either express or implied, is intended. Report Prepared By: AET Project No. 22-01000 Page 7 of 7 SIGNATURES Report Reviewed By: Ameri an Engineering Testing, Inc. American E iering Testing, Inc. Kyl . Anderson, PE „ _ Senior Engineer/Project Manager MN License No. 44912 Ryan F. Schmidt, PE Senior Engineer/Project Manager C!ty of Eapp 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 MAY 1 5 2012 Use BLUE or BLACK Ink For Office Use Permit #: V//�� ,�jj, �( ��% "t Jl II__ Permit Fee: 5(0b . (QD 1 Date Received: Staff:' V 2012 COMMERCIAL PLUMBING PERMIT APPLICATION submit two (2) sets of plans with all commercial applications. Date: Tenant: 151 41 12_ Site Address: t& LPA btu-- t t\1 6 Name: Suite #: Phone: Name: M61' ?QUIT -'16a -E• License#: J Address: /� 141417rtA t— � t j Qtt4. -,,l p:j "Mi� Phone: `7'✓2-- -'-imo Email: 01 oV7'io Ili C (Metro i(ti G Aliteinh /New _ Replacement _ Repair _ Rebuild _ Modify Space _ Work in R.O.W. Description of work: ttoPIOITIO t L N.A76.7 COMMERCIAL -,New Construction Modify Space Irrigation System ( yes / no) ( RPZ / _ PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Avg. GPM High demand devices? _Yes _No Fire: 1 Flushometers Yes No COMMERCIAL FEES: $60.00 Minimum (includes $5.00 State Surcharge) oa OR Contract Value $ 1.00x 1% = $ 555. loo Permit Fee Required on ALL new buildings and boulevard irrigation systems 3 $ - If the Permit Fee is less than $10,010, the surcharge is $5.00 - If the Permit Fee is > $10,010, the surcharge increases by $.50 for each $1,000 Permit Fee (i.e. a $10,010-$11,000 Permit Fee requires a $5.50 surcharge) Radio Meter Read Meter(s) $ 5%D. h0 State Surcharge 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 _ $ 'J 14010- (O® TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.orq 1 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 MIC -V -VE , ivIo N3i'i Applicant's Printed Name Applicant's Signature FOR OFFICE Require Page 1 of 3 City of Ea�an 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 k /fti < VC" rZECEIVED MAY 152012 Use BLUE or BLACK Ink For Office Use Permit #: 1 2 '(�1.4 3 5 Permit Fee: �p�, �'-i W 2/ 2012 MECHANICAL PERMIT APPLICATION IJ Please submit two (2) sets of plans with all commercial applications. Date: 1 14 I 12_ Site Address: 1.0 L_*.0414— Piz►' Tenant: LAPD Suite #: Name: e'C ' L 4 Phone: Address / City / Zip: /055 Lor -.L 0- Name: T Fo rb L rrot..1 Mt! License #: Address: 74-50 FL t 1&J(q (. toUD City: EOet3pi Z1 a State: VINI Zip: 5-344 Phone: 152 -( 10 t Contact: (.4I Mr'I TS Email: Mi1GG . MONiT,& c . 1`m / New Replacement Additional Alteration Demolition Description of work: P'i'j t®r-iAl, (b E: Roof Code. Pleas RESIDENTIAL Furnace Air Conditioner Air Exchanger Heat Pump Other uipm mation 0__ 1,L.c) IA LI /New Construction Install Piping Gas COMMERCIAL _ Interior Improvement Processed Exterior HVAC Unit Under / Above ground Tank ( Install / _ Remove) RESIDENTIAL FEES: $60.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge) $100.00 Fire repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) _ $ TOTAL FEE COMMERCIAL FEES: $75.00 Underground tank installation/removal (includes $5.00 State Surcharge) $60.00 Minimum (includes State Surcharge) - If the Permit Fee is less than $10,010, surcharge is $ 5.00 - If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee (i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge) OR Contract Value $ Z4 i;' w x 1% = $ 2. ?' T :10 Permit Fee = $ 5.00 Surcharge = $ 2,.111-1,0.20 TOTAL FEE 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 1�✓1i Ci. -}1 L Mol\Tts Applicants Printed Name Applicant's Signature FOR OFFICCE',,1 Required Ins rounl rung apricots C!tyofEaaall 3830 Pilot Knob Road Eagan MN 55122 .,,� Phone: (651) 675-5675 R. ---- Fax: (651) 675-5694 Mi 2 1 2on Use BLUE or BLACK Ink For Office Use ,� /-Permit #: Jo jI t/L O Permit Fee: J 6(,43 Date Received: `5 - Staff: 2012 COMMERCIAL FIRE ALARM PERMIT APPLICATION* Date: 5-- / - AA. Site Address: 6S5 4000 € 65,41C U2/(0.1 Tenant: DESCRIPTION OF WO FEES J Name: F-4,141-/3 Address / City / Zip: 6.56 iti CA - Dame Applicant is: Owner Contractor Description of work: Construction Cost: , 9 L40 Phone: Suite #: ,651c21 Estimated Completion Date: - / s- (Z Name: E' License #: 7-2.Z C/ Address:;036 /Elegl1b(2/OtL & City: Sr- 1444e— State: Mill Zip: 6.3714/ Phone: 10.5 / 735 7 Y 70 Contact: KG1+ 1441(-)60k) Email: R/'Jfr U5w e Ec5r. c.c._ ,/( New Addition Alterations RK: )(Commercial $60.00 Minimum (includes State Surcharge) - If the Permit Fee is less than $10,010, surcharge is $ 5.00 - If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee (i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge) Residential OR Educational Contract Value $ , 91C x 1% = $ 3aq Af6 _$ _$ Permit Fee Surcharge TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a • -rmit, 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 .se of work which requires a review and a o al of plans. rc ti /'; w A plicant's Printed ame Applicant's Signature 1 Date: City of Eagan r 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 �cC v Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: $ 55a - 81 Date Received: 1.-/:2)147 Staff: 4:7 2012 COMMERCIAL BUILDING PERMIT APPLICATION Tenant Name: tco (*�3 Site Address: 6e-SC/G— (Tenant is: New / Existing) Suite #: Former Tenant: Name: 13--c-c'' I-4\0 Phone: Address / City / Zip: Lo;A2 C3o..� 7r� Applicant is: x Owner Contractor Description of work:L 15‘--Aci a -4 Construction Cost: 1) ??S d cb Name: LAS1 License #: Address: 5 q-��v— City: 2.05,(ck State: RA Zip: Sl (7 Phone:` 5 -tlq(4/ Contact: }-A-Ort-4- Email: Name: ,4-vc-L ,k( . « Registration #: Address: t -(2J C r (:*4°1 5. City: Mils State: .kitZip: S—Lfd 3 Phone: Contact Person: Email: / y Ca:.. -C' -t c.A.AA Licensed plumber installing new sewer/water service: kk C_ Phone #: CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Cali 48 hours before you intend to dig to receive locates of underground utilities. www.ciopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Applicant's Printed Name x Applicant's Signature Page 1 of 3 6.5S Late, 0004- Dr DO NOT WRITE BELOW THIS LINE lj �� -/E ?7� SUB TYPES Foundation Commercial / Industrial Apartments Miscellaneous WORK TYPES New Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review (25% 100%V') Census Code # of Units # of Buildings Type of Construction Public Facility Accessory Building Greenhouse / Tent Antennae V Interior Improvement Exterior Improvement Repair Water Damage REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Occupancy Code Edition Zoning Stories Square Feet Length Width Footings (Addition) Foundation Drain Tile Roof: _Decking Insulation Ice & Water VFraming Fireplace: Rough In Air Test _Final Insulation Meter Size: Final Final C/O Inspection: Schedule Fire Marshal to be present: Reviewed By: ( i/ , Building Inspector Exterior Alteration -Apartments Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding Reroof Windows Fire Repair Demolish Building* Demolish Interior Demolish Foundation Retaining Wall *Demolition of entire budding - give PCA handout to applicant i6&7 MSSG iv 310ft 57 , 54 MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Sheetrock ,/ Final / C.O. Required Final / No C.O. Required Other: Pool: _Footings _Air/Gas Tests Final Siding: Stucco Lath Stone Lath Brick Windows Retaining Wall Erosion Control 1/Yes No Reviewed By: , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality 40/. 7s 07. Y2) 3/t{v.Cf Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL B'S'I• �f Page 2 of 3 114 Metropolitan Council 414 April 17, 2012 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 c(3vr Environmental Services Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has determined the SAC to be charged for the wastewater capacity demand for the Ecolab Building H lab to be located at 655 Lone Oak Drive within the City of Eagan. The City will be charged no additional SAC Units for this project, as determined below. SAC Units Charges: Lab 2920 sq. ft. @ 2400 sq. ft./SAC Unit 1.22 Credits: Office (11/11)... 2920 sq. ft. @ 2400 sq. ft./SAC Unit L22 Net Charge: 0 Please note: this determination is based on preliminary plans only. The City will need to verify that there were no changes in the final plan. If there are changes, a new determination needs to be made. 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, call me at 651-602-1118 or email karon.cappaert@metc.state.mn.us. Sincere y, /i1 "ron Cappaert SAC Technician Environmental Services Division KC:kb: 120417B2 Determination expiration: April 17, 2014 cc: J. Nye, MCES Peggy Fleck, Eagan (email) WNW. metrocouncil. org Mike Beer, McGough (email) 390 Robert Street North • St. Paul, MN 55101-1805 • (651) 602-1005 • Fax (651) 602-1477 • TTY (651) 291-0904 An Equal Opportuaty Employer City of Ekon 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 C. Use BLUE or BLACK Ink For Office Use o Permit*: Permit Fee: Date Received: to •d7,/ 2, Staff: ►�C J 2012 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. k - Date: Cs I D 5 Site Address: 6 55 L csv1 e- 0(914 Tenant: EC_o -‘'D PROPERTY OWNER I Name: E. e Suite #: Phone: Cv5 - 1C 5 55 Name: 6pYV5SS Pity,,PtiDcaN °o S , VkG License #: Pe_ LA:1-r 14 LI e CONTRACTORS P Address:(4,0 t-aa�t7w. 11Zc' City: «1 State: P/1nl Zip: 55 II p TYPE OF WORK PERMIT TYPE' Phone: (0 51 - Z2 i-1 - S Lo Lo Email: Ill o -Y 14 ea Spy 9 S ti' 4 1 Co w New Replacement _ Repair Description of work: P COMMERCIAL New Construction Modify Space _ Irrigation System ( yes / _ no) ( RPZ / _ PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Rebuild _ Modify Space Work in R.O.W. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes _No Flushometers _Yes _No COMMERCIAL FEES: I$60.00 Minimum (includes $5.00 State Surcharge) OR Contract Value $ x 1% = $ 5 5 . es O Permit Fee Required on ALL new buildings and boulevard irrigation systems - $ Radio Meter Read ( - If the Permit Fee is less than $10,010, the surcharge is $5.00 $ Meter(s) - If the Permit Fee is > $10,010, the surcharge increases by $.50 for each $1,000 Permit Fee ) (i.e. a $10,010-$11,000 Permit Fee requires a $5.50 surcharge) $ State Surcharge 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 $ 5 t=om State Surcharge _$ loEi'be) TOTAL FEE 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 . - it; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. (Y\ i �c9h;1., Applicant's Printed Name FOR OFFICE USE Appltc r nt's Signature Approved By: Date: Required Inspections: Under Ground Rough -In _Air Test Gas Test Final PRV Required- Yes Page 1 of 3 1101° City 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 12•1(Q1517FF12 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: O`'' 2011 COMMERCIAL FIRE ALARM PERMIT APPLICATION* Date: 09-13- /2. Site Address: (055 Long_ C) hy- L\ to\y\03 Tenant: l C, (c \j Tiy1L Suite #: Name: / o t&\ i n C_ Phone: t(D5-( 775— 5g9-0 Address/City/Zip: (055- Lc,r O&k.. Ea8tn/55121 Applicant is: Owner j(' Contractor x`11 Description of work: ,A4u1 )11 i lY�l Construction Cost: S t ltt . a% Name: T rCUA9. `AA41.+('v [ 4U fl/11y-w\-Nr pane Estimated Completion Date: Address: eros, ,,\ r \ State: )1\1 Zip: 55S —1- Phone: License #: Ts 006 CQ2 - City: CBUf ✓�V \" x(62.8 cr5. 3932 Contact: X\I\ C Liv1/1641 )i Email: d cuoe►1v y S ��YVV1. i0Y1� New X Addition Alterations DESCRIPTION OF WORK: FEES Remodel Other: Commercial $55.00 Minimum (includes State Surcharge) - If the Permit Fee is Tess than $10,010, surcharge is $ 5.00 - If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee (i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge) Residential Educational OR Contract Value $ x 1% =s 55,00 = $ /5 .00 Surcharge _ $ iQV • ©� TOTAL FEE Permit Fee *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. i x 'a v`. (- Curtitti t i t S x JA livi Applicant's Printed Name 3 Apliicant's Signatute 4111111 CityofEaaau 3830 ;Plot Knob :Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink ::° /D/°( � /A Permit Fee: 1?(c 2, Date Received: / - i 2— Staff: 2012 COMMERCIAL BUILDING PERMIT APPLICATION Date: 0—Site Address: GCC- L°wt •0.k �604. Tenant Name: 64 • 1I44s (Tenant is: New / )( Existing) Suite #: Former Tenant: PROPERTY OWNER`�� Name:'"(... • I1t b , cKc. Phone: Address / City / Zip: G sr 1. •''`'. ©.�- Applicant is: Owner Contractor TYPE OF WORK Description of work: 1 t1e, ba (4014414.N.4 01h Construction Cost: i°2-/ 64'4'�� ' _ MI M. - CONTRACTOR Name: N l 6 OAP ykoL CVAS4114. t e,it License #: Address: Z *-4" 3.- 0.t Vv Aw 4 City: 5� 11%-i iti 0 State: Zip: sr 1 (3 Phone: /� Contact: MLitt �3,.mt Email: 1J1�4`tdr' a k C 9 Li. • C- ARCHITECT/ ENGINEER Name: ket.L. Atkk•-%A.44. Registration #: Address: 10° t jc 44'4 '- t tc. 5. City: 4,fi State: MA/ Zip: SS -It 0 3 Phone: e Contact Person: R•44 1.4,61 Lit • .- Email: lett/di-Ito se e 4.‘.C -C4 a Ltta 4 • t,r Licensed plumber installing new sewer/water service: Phone #: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit.the City to conclude that they are trade 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.ora 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. Applicant's Printed Name x Apilicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation /Commercial /industrial Apartments Miscellaneous WORK TYPES New Addition Alteration Replace Salon Owner Change Public Facility _ Accessory Building _ Greenhouse / Tent .Antennae _Interior Improvement Exterior Improvement Repair Water Damage DESCRIPTION Valuation 0, Otte Occupancy Plan Review / Code Edition (25%_ 100%�✓ Zoning Census Code Stories # of Units 0 Square Feet # of Buildings / Length Type of Construction 7r • /.j Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile ;Roof: _Decking _Insulation _Ice & Water _Final Framing Fireplace: _Rough In Air Test _Final Insulation Meter Size: _ Exterior Alteration -Apartments _ Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding Reroof Windows Fire Repair Demolish Building* Demolish interior Demolish Foundation Retaining Wall *Demolition of entire building - give PCA handout to applicant 7,667 A4 MCES System SAC Units Nutt -TED rE-et/101)SL./ City Water Booster Pump PRV Fire Sprinklers Nb ce-AitV1 ( PQ l9 (9tt Ort . CdPA- Sheetrock ,Final / C.O. Required ✓ Final / No C.O. Required Other: Pool: _Footings Air/Gas Tests _Final Siding: _Stucco Lath _Stone Lath _Brick Windows _ Retaining Wall Erosion Control Final CIO Inspection: Schedule Fire Marshal to be present: Yes Reviewed By: ,C°" , Building Inspector No Reviewed By: , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & S rcharge Treatment Plant Treatment Plant Irrigation) Park Dedication Trail Dedication Water Quality 9Z/.7s . 4/ . 0-a .ap Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL qGz • 75— i tal 0 u sly grrivrvior 5u gra t Foe -rte_ av .amu_ P -tvrsr biJ Page 2 of 3 City of Eaton 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: / l qle 11 !LH, 00 Permit Fee: Date Received: Staff: 2012 MECHANICAL PERMIT APPLICATION 71 Please submit two (2) sets of plans with all commercial applications. /Date: It. 1'-1' Z Site Address: 65-6-Lone00.k ' f Tenant: l�c.o \b.. RESIDENT /=OWNER CONTRACTOR TYPE OF WORK Suite #: Name: .co� `� Phone: G6 (- SSS 31 r.Pt.v\ µN SStoz- Name: tkvicropoVi kooN License #: Address: 7(-(-0 fly :"-1\ C\e.� tr'k. City: State: POQ Zip: 6—c -3? -(y Phone: 6g(•76.---• 'S131 Contact: 14.xl 4 'o \ Email: ka.r • koryo-\ r eAro v .60^ New Replacement Additional Alteration 1 Demolition Description of work: va,A.`o•'•!or - tv.c- - -3- h''t CbO1"'S NOTE: Roof mounted and groundmounted mechanical equipment is—required to be sca ned by City Code. Please contact the Mechanical Inspector far information on permitted screening methods. RESIDENTIAL. FEES: $60.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge) $100.00 Fire repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) RESIDENTIAL Furnace Air Conditioner Air Exchanger Heat Pump Other New Construction Install Piping Gas COMMERCIAL Interior Improvement Processed Exterior HVAC Unit Under / Above ground Tank ( Install / — Remove) COMMERCIAL FEES: $75.00 Underground tank installation/removal (includes $5.00 State Surcharge) $60.00 Minimum (includes State Surcharge) "If the project valuation is over $1 million, please call for Surcharge = $ TOTAL FEE OR Contract Value $ t q00 = $ ) 39 • 0 d Permit Fee = $ 5.00 Surcharge* = $ I i-( i'I . O O TOTAL FEE x 1% CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Ko*e 14(54-V0.- Applicant's 4(11' 'o -Applicant's Printed Name x Applicant's Signature FOR OFFICE USE Required Inspections: Underground Rough In Air Test Gas Service Test In -floor' Heat ° ,Final HVAC Screening, C k 6P JOB NAME:ECOLAB BLDG H (JOB #)20426815 AIR OUTLET REPORT Outlet CFM Area Served No. Type Size Design Prelim Final VAV # 2-31 PRICE 12" DIAMETER 1650 1835 1650 CONF ROOM 1 LAY -IN 10 275 295 260 CONF ROOM 2 LAY -IN 10 275 265 285 CONF ROOM 3 LAY -IN 10 275 335 290 CONF ROOM 4 LAY -IN 10 275 330 285 CONF ROOM 5 LAY -IN 10 275 225 270 CONF ROOM 6 LAY -IN 10 275 385 260 ADDRESS= 29 K -FACTOR= 1.66 VAV # 2-04 PRICE 12" DIAMETER 900 780 930 OFFICE 220 1 LAY -IN 8 150 165 165 OFFICE 220 2 LAY -IN 8 150 130 160 OFFICE 220 3 LAY -IN 8 150 130 135 OFFICE 220 4 LAY -IN 8 150 140 140 OFFICE 220 5 LAY -IN 8 150 100 165 OFFICE 220 6 LAY -IN 8 150 115 165 ADDRESS= 11 K -FACTOR= 1.71 VAV # 2-30 PRICE 10" DIAMETER 585 560 580 215 1 LAY -IN 10 195 155 195 216 2 LAY -IN 10 195 205 185 217 3 LAY -IN 10 195 200 200 ADDRESS= 23 K -FACTOR= 2.08 Remarks: Project: System/Unit: Test Date: Report Date: Readings By: ECOLAB BUILDING H EXPANSION Job #: Area Served: PAGE Inc. 20426815 VAV'S 2ND FLOOR 2013 JANUARY 1 OF 1 2013 JANUARY 8 DAVE KLEIN Metropolitan Mechanical Contractors, 7340 Washington Ave. So. Eden Prairie, Minnesota 55344 4111' City of Eaali 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink Date Received: Z j 21 /13 Staff: 2013 COMMERCIAL BUILDING PERMIT APPLICATION Date: 2/21/13 Site Address: 655 Loan Oak Drive Tenant Name: ECOLAB Property Owner Type of Work Contractor Name: ECOLAB (Tenant is: New / X Existing) Suite #: Former Tenant: Phone: 651-795-5181 Address / City / Zip: 655 Loan Oak Drive Eagan. MN 55121 Applicant is: X Owner Contractor Description of work: Complete remaining work in Hard Surface Lab #170 from grid line 8 to grid line 10. Construction Cost: $374,364.00 Name: McGough Construction Address: 2737 Fairview Ave. N State: MN Zip: 55113 Contact: Mike Sullivan License #: 2045574 City: St. Paul Phone: 651-634-4650 Email: MSullivanftmcgough.com Architect/Engineer Name: Architectural Alliance Registration #: Address: 400 Clifton Ave. S City: Minneapolis State: MN Zip: 55403 Phone: 612-871-5703 Contact Person: Ross Naylor Email: maylor@archalliance.com Licensed plumber installing new sewer/water service: N/A Phone #: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq hereby acknowledge that this information is complete and accurate; that the work will be in conformance with th ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an applicati n rm and work is n to start without a permit; that the work will be in accordance with the approved plan in the case of world chic fires a iew a 4 royal of plans. x Mike Sullivan Applicants Printed Name Page 1 of 3 SUB TYPES _ Foundation Commercial / Industrial Apartments Miscellaneous WORK TYPES New Addition ✓Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review (25%_ 100% ✓) Census Code # of Units # of Buildings Type of Construction Oct E Dr DO NOT WRITE BELOW THIS LINE Public Facility Accessory Building Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage 51'4 oidt REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Decking Insulation _ Framing Fireplace: _Rough In Air Test Insulation Meter Size: _ Exterior Alteration Apartments Exterior Alteration—Commercial Exterior Alteration—Public Facility Siding Reroof Windows Fire Repair Demolish Building* _ Demolish Interior Demolish Foundation _ Retaining Wall *Demolition of entire building — give PCA handout to applicant Occupancy g Code Edition )-407 /7d.S9C_. Zoning r Stories Square Feet Length Width Ice &Water Final MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Sheetrock Final / C.O. Required ,/Final / No C.O. Required 46-05 A/ 7 Other: Pool: _Footings Air/Gas Tests _Final Final Siding: _Stucco Lath _Stone Lath _Brick Windows Retaining Wall Erosion Control Final CIO Inspection, Schedule Fire Marshal to be present: Yes ✓No Reviewed By: A t Imo-- L , Building Inspector Reviewed By: / : , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality 47' 73 5V 7✓`7% Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL4 1.6& 5"3. G Page 2 of 3 41,11111 CityofEa�all 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: 3 2013 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATIO Date: 04/02/13 Site Address: 655 LONE OAK DR., BUILDING "E" • ECOLAB Suite #: J ;x=fig h' • " e � A use Name: Phone: Address / City / Zip: Applicant is: Owner X Contractor Description of work: ADD SPRINKLER PROTECTION AS SHOWN ON ATTACHED PLAN ECOLAB Estimated Completion Date: 05/13/13 Construction Cost: P ------- • Name: ESCAPE FIRE PROTECTION License #: C-086 4.------- 3020 CENTERVILLE RD. Cit LITTLE CANADA Address: Y� ------- --------- -- - State: MN ______ Zip: 55117 Phone: 651-771-8874 BRIAN@ESCAPEFIRE.COM Contact: BRIAN WEBER Email: @ FIRE PERMIT TYPE _X Sprinkler System (# of —_ Fire Pump _— Other: heads t 56) Standpipe WORK TYPE _— New X Addition —_ Alterations ___ Remodel Other: _— DESCRIPTION OF WORK: _X Commercial _— Residential __ Educational FEES $55.00 Minimum over $1 million, please call for Surcharge Contract Value $15,600.00 x 1% = $____ _ 156.000_ Perriit = $ 5.00 Surcharge* Fee if the project valuation is _$ 161.00_TOIALFEE .o- - 3/4" Displacement Fire Meter - $245.00= $ _—__ NSA -- Fire = $_ 161.00 TO1-AL 41. 4..* b Meter FEE d *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and compVuI u I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work wil be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x BRIAN WEBER, PM Applicant's Printed Name nt's SignS!ure 31d5 MIS /;$13A,r;i6,-‘ C!ty of Eaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #:1000 R Permit Fee: Date Received: Staff: tthljo 2013 MECHANICAL PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: 4/15/13 Tenant: ECOLAB Site Address: 655 LONE OAK DRIVE Suite #: J 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.00aherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x TEA MANTHEY Applicant's Printed Name A 1 c gnatur S nature PP Name: Eco La 6 Phone: (OS 17 / S. /c Address / City / Zip: S kvue zJ� � Contra t® 3, °' Name: NAC MECHANICAL & ELECTRICAL License#: Address: 1001 LABORE INDUSTRIAL COURT City: VADNAIS HEIGHTS State: MN Zip: 55110 Phone: 651.4 9 0. 9 8 6 8 Contact: TEA MANTHEY Email: TMANTHEY@NAC-HVAC . COM 5x `s -*,`a vi i?l il��a�. New Replacement X Additional Alteration Demolition Description of work: N%? Ylmz "i ,� °''i#.+,"' �p u�= ,�,'" x,�� .,a°�z.�. *„�°t,� �;rz4�� d, ��{,• t } d.i ti P ht h " y, d{ S �a� '�.> ;�n' � .d.. +., „,.a,'. ;` �, �} s. nl�@ RESIDENTIAL Furnace COMMERCIAL New Construction X 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-on or alteration to an existing unit (includes $5.00 State burned out appliances, ductwork, etc.) (includes Surcharge) $5.00 State Surcharge) = $ TOTAL FEE $100.00 Fire repair (replace COMMERCIAL FEES: $70.00 Underground tank installation/removal $55.00 Minimum $1 million, please call for Surcharge Contract Value $ 26,764.00 x 1% = $ 267.64 Permit Fee *If the project valuation is over = $ 5.00 Surcharge* _ $ 272.6 4TOTAL FEE 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.00aherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x TEA MANTHEY Applicant's Printed Name A 1 c gnatur S nature PP * rG Use BLUE or BLACK Ink j - For Office Use -----~--j City of Eajan Permit I Permi t Fee: ~ ~ 3830 Pilot Knob Road I I Eagan MN 55122 I I I Date Received: I Phone: (651) 675-5675 I I Fax: (651) 675-5694 i Staff: 2013 COMMERCIAL BUILDING PERMIT APPLICATION Date: 4/9/13 Site Address: 655 Loan Oak Drive Tenant Name: ECOLAB (Tenant is: New / X Existing) Suite M Former Tenant: s Name: ECOLAB Phone: (651) 293-4022 Property Owner Address / City / Zip: 655 Loan Oak Drive Eagan, MN 55121 Applicant is: X Owner Contractor Type of Work Description of work: Tenant build out of existing core and shell building space. Construction Cost: $225,930.00 Name: McGough Construction License 2045574 Contractor Address: 2737 Fairview Ave N City: St. Paul l State: MN Zip: 55113 Phone: (651) 634-4650 Contact: Mike Sullivan Email: MSullivann mcgough.com Name: Architectural Alliance Registration s Architect/Engfneer Address: 400 Clifton Ave. S City: Minneapolis State: MN Zip: 55403 Phone: (651) 874-4127 I Contact Person: Ross Naylor Email: maylor0archalliance.com 1 Licensed plumber installing new sewer/water service: Phone NOTE. Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade 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 hereby acknowledge that this information is complete and accurate; that the work will be in conformance wit the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application r it, not to start without a permit; that the work will be in accordance with the approved plan in the case of w e r s revie approval of plans. i x Mike Sullivan x Applicant's Printed Name App is Signature Page 1 of 3 or, DO NOT WRITE 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 21-t-1 NOd Occupancy 8, t, Q"-:S MCES System Plan Review ✓ Code Edition 2ce7 /S,3G. SAC Units YIvla~a (25%_ 100%_V Zoning Z City Water Census Code Stories 2"FLsm c Booster Pump # of Units y Square Feet "73 f o6 PRV # of Buildings Length 72 Fire Sprinklers Type of Construction Z• Width 5 j,- REOUfRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) AP/Final / C.O. Required Footings (Addition) Final / 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 v/ Framing Windows Fireplace: -Rough In Air Test -Final Retaining Wall Insulation Erosion Control Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: Yes ✓ No Reviewed By: Building Inspector Reviewed By: Planning COMMERCIAL FEES Base Fee ~/Z • 7Sr Water Quality Surcharge 3 • e~ Water Supply & Storage (WAC) Plan Review Storm Sewer Trunk MCES SAC Sewer Trunk City SAC Water Trunk S&W Permit & Surcharge Street Lateral Treatment Plant Street Treatment Plant (Irrigation) Water Lateral Park Dedication Other: Trail Dedication ~51PV- Water Quality TOTAL e`/ Page 2 of 3 Dlb~ Metropolitan Council Environmental Services Dale Schoeppner Building Official November 21, 2011 City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 I Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has reviewed the SAC assignment for the Ecolab Building H addition. The original letter for this determination was dated September 22, letter reference 110922A7. This project is located at 655 Lone Oak Drive within the City of Eagan. The City will be charged 23 SAC Units for this project, instead of the 38 units originally assigned. The SAC review is based on new information. SAC Units Charges: Office 4496 sq. ft. @ 2400 sq. ft./SAC Unit 4.94 Room Meeting 2.76 5569 sq. ft. @ 1650 sq. ft./SAC Unit Office/Lab (speculative) 24,986 sq. ft. @ 2400 sq. ft./SAC Unit 10.41 Process Discharge 1886 gal./day @ 274 gal./SAC Unit 6.88 Meals 50 meals/day x 1.5 gal./meal @ 274 gal./SAC Unit 0.27 Total Charge: 22.81 or 23 It is the Council's understanding this project includes speculative office/lab. At the time the finishing permits are issued, if the use changes from its speculative use to a different use, then the SAC assignment needs to be reviewed based on that change. 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, call me at 651-602-1118 or email karon.cappaert@mete.state.mn.us. Sincerei aron Cappaert SAC Technician Environmental Services Division KC:kb': 111121AS , Determination expiration: November 21, 2013 cc: J. Nye, MCES Paul Neubauer, MCIW (email) Peggy Fleck, Eagan (email) Mike Beer, McGough Construction (email) www.metrocouncil.org 390 Robert Street North • St. Paul, MN 55101-1805 • (651) 602-1005 • Fax (651) 602-1477 • TTY (651) 291-0904 An Equal Opportunity Employer City of Evan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 ovx\ v4it Use BLUE or BLACK Ink For Office Use v� Permit #: _ I lac) Ov Permit Fee: 7 Date Received: • /a 3//3 Staff: 2013 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: 04/02/13 Site Address: 655 LONE OAK DR., BUILDING "E" Tenant: ECOLAB Suite #: J Name: Address / City / Zip: Applicant is: __ Owner _X _ Contractor Phone: Description of work: ADD SPRINKLER PROTECTION AS SHOWN ON ATTACHED PLANS Construction Cost: ECOLAB Estimated Completion Date: 05/13/13 Name: ESCAPE FIRE PROTECTION License #: C-086 Address: 3020 CENTERVILLE RD. City: LITTLE CANADA State: MN Zip: 55117 Phone: 651-771-8874 Contact: BRIAN WEBEREmail: _BRIANt?a ESCAPEFIRE.COM FIRE PERMIT TYPE X_ Sprinkler System (# of heads156 ) Fire Pump ___ Standpipe Other: DESCRIPTION OF WORK: FEES WORK TYPE New _ Alterations Other: X Addition _ Remodel X_ Commercial ___ Residential _v Educational $55.00 Minimum *If the project valuation is over $1 million, please call for Surcharge 3/4" Displacement Fire Meter - $245.00 Contract Value $ 12,400.00 x 1"%a = $ 124.00 Permit Fee = $ 5.00 Surcharge* _ $ 129.00 TOTAL FEE = $ N/A Fire Meter $ 129.00 TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is nota 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 BRIAN WEBER Applicant's Printed Name Apptica'nt's Signature City of Eaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: l Z_O p"7 Permit Fee: Date Received: Staff: Yl 6l 2013 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: 701 )13 Site Address: t >6 L....i1-r` C sr , i. D i " Tenant: L Suite #: J Property Owner Name: t - t (.4 ') Phone: ContractorAddress: Name: _(:"A,`p%'( c'c%rt., e._ ( License #: 2 j_.. f rG y ��`t iL1 Or City: ...1 t-., Sh- t '� State: jf/A. Zip: %:S Phone: L` l -L`I G ` ` `,7 3 Email: t.' C h Type of Work — New Replacement Repair tRebuild Modify Space Work in R.O.W. _ — Description of work: , Z L`4 - 3— 11 `3, 11114 0 6 `'jr L j 2 t''s' ; Permit Type COMMERCIAL New Construction Modify Space Irrigation System ( yes / no) (_ RPZ / PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes _No Flushometers _Yes _No COMMERCIAL FEES: $55.00 Minimum Contract Value $ x 1% Required on *If the project valuation = $ - Permit Fee ALL new buildings and boulevard irrigation systems - $ Radio Meter Read $ Meter(s) is over $1 million, please call for Surcharge $ $5.00 State Surcharge` Following fees apply Contact the City's Engineering when installing a new lawn irrigation system $ Water Permit Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge = $ C'f TOTAL FEE 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 Applicant's Printed Name x Applicant's Signature FOR OFFICE USE Approved By: Date: Required Inspections: _Under Ground Rough -In Air Test _Gas Test _Final PRV°Required: — YE Page 1 of 3 10- 772 411/ City of Eaali i 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: ` 2.3 Permit Fee: (a( Date Received: Staff: 2013 COMMERCIAL FIRE ALARM PERMIT APPLICATION* Date: August 1, 2013 Site Address: 655 Lone Oak Drive Tenant: ECOLAB Suite #: Property Owner Name: ECOLAB Address / City / Zip: 655 Lone Oak Drive Applicant is: Owner Type of Work Contractor Work Type Phone: X Contractor Description of work: Pre -Action Fire Alarm System - High Voltage Room Construction Cost: 4,640.00 Name: ECSI Estimated Completion Date: September 1, 2013 Address: 2300 Territorial Road State: MN Zip: 55119 License #: TS02284 City: st. Paul Phone: 651-735-7470 Contact: Rich Hanson Email: rhanson@ecsi.cc New Addition X Alterations DESCRIPTION OF WORK: FEES Remodel Other: Commercial Residential Educational $55.00 Permit Fee Minimum *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 Contract Value $ 4,690.00 =$ 46.40 =$ x .01 Permit Fee Surcharge* _ $ 60.00 TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Rich Hanson Applicant's Printed Name Apant's Signature 3 FOR OFFICE USE Reviewed Bye f Date: /3 % 3 Required Inspections: Rough -In l/ Final Fire Alarm Test t City of Evan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 9 L.I(;13 r Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: n,, \ J j 2013 COMMERCIAL BUILDING PERMIT APPLICATION Date: / / 2 /) � Site Address: ( /OA( G i / it/ Tenant Name: eat; t -" 19I dg I (h% (Tenant is: NeW / .j . Existing) Suite #: Former Tenant: Property Owner Name: C9CC k b Phone: Address / City / Zip: i,SS-- /U 1 06 k 4/�q rhe �„tf $$1�.� 5 Applicant is: Owner Contractor Type of Work 1 Description of work: U 4 I !C (.f Z?1 l / 1k Construction Cost: --)410, Z3'O Contractor Name: (CJS',0i /'C4 r jd(15 License #: Address: J / x /4' City: e C) State: illit Al Zip: ci ce337 Phone: 6-3 2 (.--3 7f." 7.2) I Contact: ZG9 .) e GCmail: .i^ ''' hu ' (, `i , .A e 0 Architect/Engineer t Name: Aire -7 -Ll'.\ -'-e c--4- k f `� 4" l k (Q C -e Registration #: ( 9 Address: 4- y 1''''` "�`" �"^� City: WI �,�n-aoc,1 `, S State: V" 4.,) Zip: 'ICY ? Phone: C (,) - C%( - cr703 Contact Person: TC1SC D& ` Email: _,..) Licensed plumber installing new sewer/water service: Phone #: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade 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.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name X an Signature Page 1 of 3 /..c5Dq DK - DO NOT WRITE BELOW THIS LINE I�z--1/90 SUB TYPES /Foundation I Commercial I Industrial Apartments Miscellaneous WORK TYPES New Interior Improvement ✓ Addition Exterior Improvement Public Facility Accessory Building Greenhouse I Tent Antennae Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review (25% 100% 1.,)/ Census Code #of Units # of Buildings Type of Construction Repair Water Damage 3Lido lreo=`' 7'S REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) ‘% Footings (Addition) ve" Foundation Occupancy Code Edition Zoning Stories Square Feet Length Width Drain Tile , Roof: _Decking _Insulation Ice & Water ✓ Framing /Fireplace: Rough In _Air Test Final ✓ Insulation Meter Size: Final Final C/O Inspection: Schedule Fire Marshal to be present: Exterior Alteration—Apartments Exterior Alteration—Commercial Exterior Alteration—Public Facility Siding Demolish Building* Reroof Demolish Interior Windows Demolish Foundation Fire Repair Retaining Wall *Demolition of entire building - give PCA handout to applicant 5 ZDo7 MS aG MCES System SAC Units 151/4J0 efblrl✓' 0/14E4 64- ev-4,141„ City Water ✓ Booster Pump PRV Fire Sprinklers 1� Sheetrock Final I C.O. Required Final I No C.O. Required Other: Flit& 'SPP/A/G Pool: Footings Air/Gas Tests _Final Siding: _Stucco Lath _Stone Lath Brick Windows Retaining Wall Erosion Control Yes No Reviewed By: eine" , Building Inspector Reviewed By: COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality 246. . ?S' lie • I,G2L.M Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL 4f ZS1. G� Page 2 of 3 �� # //L�ra Clt of �a �� e�o � � TO: Scott Peterson, Building Inspections # 31 Jon Hohenstein, Community Development Mike Ridley, Planning FROM: Craig Novaczyk, Senior Building Inspector DATE: 7/31/2013 RE: Plan Review For: Addition for Ecolab 655 Lone Oak Drive The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed cc�mments within 7 days. Please indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form to me. Comments: Indicate below any fees that are to be collected with the buildin�g permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan ReviE:w Letters ��i�rG��-- , Clt of Ea a� �e�o � � TO: Scott Peterson, Building Inspections # 31 Jon Hohenstein, Community Development <Mike Ridley, Planning FROM: Craig Novaczyk, Senior Building Inspector DATE: 7/31/2013 RE: Plan Review For: Addition for Ecolab 655 Lone Oak Drive The plans are in our plan review section for your review and cc�mment. Please return this form to my attention with your signed c��mments within 7 days. Please indicate any concerns you have with these plans and resolv�e these issues with the affected parties. If you are requesting that issuance of the building p�ermit be held, please submit the proper"hold request"form to me. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: �� ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedica �on ❑ Yes ❑ o V Requ� ed .�. _ �-C� `�� ger��ure `�"� Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters . Clt of �a �� e�o � � TO: Scott Peterson, Building Inspections # 31 Jon Hohenstein, Community Development Mike � , nning FRO : Craig Novacz enior Building Inspector DAT . 13 RE: Plan Review For: Addition for Ecolab 655 Lone Oak Drive The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments within 7 days. Please indicate any concerns you have with these plans and resol�ie these issues with the affected parties. If you are requesting that issuance of the building �>ermit be held, please submit the proper"hold request"form to me. Comments: �o� � Indicate below any fees that are to be collected with the buildirig permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ PRV Required Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final & Plan Review Letters . 1 0 � �Il Mike Maguire August 2, 2013 Mayor Jason Anderson Paul Bakken Eden Builders Cyndee Fields P. O. BoX 476 Gary Hansen Hugo, MN 55038 Meg Tilley Council Members Cc: Ross Naylor Architectural Alliance 400 Clifton Ave Dave Osberg Minneapolis, MN 55403-3212 City Administrator RE: Buiiding G Link Addition @ Ecolab 655 Lone Oak Drive Dear Jason: Municipal Center We have completed our review of the construction documents submitted in pursuit of 3830 Pilot Knob Road obtaining a building permit for the above-referenced project. This review is not intended Eagan, MN 55122-1810 to be an exhaustive and comprehensive repoi�t. Unless otherwise noted, all references are to the 2006 IBC. It is our goal that this r�eview will help you in complying with the 651.675.5000 phone applicable codes and we are, therefore, requesting that you please provide the following 651.675.5012 fax required submittal documents: 651.454.8535 TDD 1. Completed Energy Code Compliance 1=orms for Lighting and HVAC. Reference ', the third page of our building permit a��plication for the requirements. We do not I Maintenance Facility aCCBpt C�MCh2Ck. i 2. Fire stopping submittals for all penetrations into and through all rated assemblies. 3501 Coachman Point I Eagan, MN 55122 Thank ou in advance for our attention to these items. If ou have an 651.675.5300 phone y y Y y questions concerning this letter, please call me at (651) E�75-5683 or cnovaczvk(a�citvofeaqan.com. 651.675.5360 fax 651.454.8535 TDD SIC1Cel"@Iy, t::� -_ - www.cityofeagan.com Craig Novaczyk Senior Building Inspector The Lone Oak Tree The symbol of strength and growth in our community. From:NSI MECHANICAL 763 555 5555 08/2P/2013 07:13 #271 P.002/006 1tJ1,1 k vud C_~~ C Use BLUE or BLACK Ink n I For Office Use j~ City ~ of Ea~11 i Permit # I l 3830 Pilot Knob Road Permit Fee: Eagan MN 55122 Phone: (651) 675-5675 I Date Received: Fax: (651) 675-5694` I/►~ Iy ~ Staff: I'~JC '1 I ~ ~t'iJ O 2013 MECHANICAL PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: Site Address: Tenant: Z ,,Y-57 Suite ResidentlOwner Name: Phone: Address / City / Zip: Name: ~f1 r License Contractor Address: r -tC~/ ~l G *_2!F/""C1ty: State:-t. Zip: Phone: C^~- Contact: Email: Jbqq ~ P" New _ Replacement Additional _ Alteration Demolition Type of Work Description of work: 14,4/.I<77~? IH7(2 (Z) i z>z/ y fJ/! r All 0~4 iz i NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City Code, Please contact the Mechanical Inspector for information on permitted screening methods. RESIDENTIAL COMMERCIAL _ Furnace ✓JN Construction Y-'-Interior Improvement Permit Type -Air Conditioner e~ Ins all 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 $5.00 State Surcharge) $100.00 Residential New (includes $5.00 State Surcharge) _ $ TOTAL FEE COMMERCIAL FEES rG Contract Value $ X.01 $55.00 Permit Fee Minimum $70.00 Underground tank installation/removal Permit Fee "If contract value is LESS than $10,010, Surcharge = $5.00 IJL-- Surcharge' **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 = $ 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 plan Applicant's Printed Named A licant's Signature FOR OFFICE USE q~ Required lnspeotions, Reviewed By. Date: / / / _ Underground' _ Air Test Gas Service Test In-floor Heat -final HVAC Screening Use BLUE or BLACK Ink - - - - For Office U e I ~5WO City ~ E aaIl ;Permit#: t I Permit Fee: I 3830 Pilot Knob Road (1✓ I Eagan MN 55122 - \ \ Date Received: Phone: (651) 675-5675 Fax: (651) 675-5694 i j Staff. - N i 2013 J FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: 09/05/13 Site Address: 655 LONE OAK DR., BUILDING "G" Tenant: ECOLAB LINK Suite Name: Phone: Property Owner Address / City / Zip: Applicant is: Owner _X _ Contractor Type of Work Description of work: ADD SPRINKLER PROTECTION AS SHOWN ON ATTACHED PLANS - Construction Cost: ECOLAB Estimated Completion Date: 10/15/13 Name: ESCAPE FIRE PROTECTION License C-086- _ E Contractor Address: 3020 CENTERVILLE RD. _ City: LITTLE CANADA I State. - MN Zip:-- 55117 Phone: 651-771-8874 Contact: BRIAN WEBER Email: _BRIAN ESCAPEFIRE.COM FIRE PERMIT TYPE WORK TYPE X Sprinkler System of heads 13 ) New X Addition Fire Pump Standpipe _ Alterations - Remodel Other: Other:__ DESCRIPTION OF WORK: X_ Commercial - Residential Educational FEES $55.00 Minimum Contract Value $__2,000.00 x1% *If the project valuation is over $1 million, please cast for Surcharge _ 55.00 Permit Fee _ $ 5.00 Surcharge* 60.00_ TOTAL FEE 3/4" Displacement Fire Meter - $245.00 N/A Fire Meter 60.00 TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. BRIAN WEBER Applicant's Printed Name Applicant's Signature Y i FOR OFFICE USE i REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test ~Final _ Central Station Conditions of Issuance: Permit Reviewed by: - - Date: 325 +4-4rA ~ S v rcc I C-ve-d Use BLUE or BLACK Ink For Office Use l W of Eaoan Permit I Permit Fee: 3830 Pilot Knob Road Eagan MN 55122 I Date Received: ('0) 0 Phone: (651) 675-5675 QC~ I I Fax: (651) 675-5694 I Staff: 2011 COMMERCIAL FIRE ALARM PERMIT APPLICATION* Date: _ Site Address: F i-one bal Dy. Tenant: Suite M I Name: Phone: PROPERTY OWNER Address / City / Zip: Applicant is: Owner Contractor TYPE OF WORK Description of work:14-P~04Y\A ~ir~e ac{rn;( wry o, AP XRICOF-C-ie w1 -11 icd i Construction Cost: Estimated Completion Date: W 2 c o VVI OW Name: T-c- 1,1(1 - ^~r rn C License 1;&(~M CQ Z CONTRACTOR Address: 1 yR, 1'e- 1 f, l city: LurymV I l e State: Zip: ~J~ Phone: 1~Z" tJ~ -31J 10T Contact: Email: I L1~Sl~~YYt~Y1.~C,~f~YYVI . ~0 _ New Remodel WORK TYPE -Addition _ Other: X Alterations DESCRIPTION OF WORK: Commercial Residential Educational FEES $55.00 Minimum (includes State Surcharge) OR Contract Value $ x1% - If the Permit Fee is less than $10,010, surcharge is $ 5.00 $ Permit Fee - If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit.Fee (i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge) Surcharge $ TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and With the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a p rmit; that the work will be in accordance with the approved plan in the case of work which requires a review and a vat f plans. X_ it ` X w A cant's Printed arrk/ Applicant's Signat re FOR OFFICE USE Reviewed By: Date: Required Inspections: Rough-In Final Fire Alarm Test C!tyofEaaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 ), 0') RECEIVED JAN 2 2014 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: 2014 COMMERCIAL FIRE ALARM PERMIT APPLICATION* Date: January 8, 2019 Site Address: 655 Lone Oak Drive Tenant: ECOLAB Suite #: Name: ECOLAB Phone: Address / City / Zip: 655 Lone Oak Drive Applicant is: Owner x Contractor Description of work: Fire Alarm System Additions - G - H Link Construction Cost: 2,100.00 Estimated Completion Date: January 10, 2014 Name: ECSI License #: TS002284 Address: 2300 Territorial Road City: St. Paul State: MN Zip: 55114 Phone: 651-735-7470 Contact: Rich Hanson Email: rhanson@ecsi.cc New x Addition Alterations DESCRIPTION OF WORK: Remodel Other: x Commercial _ Residential Educational FEES $55.00 Permit Fee Minimum *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 2, 100.00 Contract Value $ x .01 =$ 55.00 Permit Fee _ $ 5.00 Surcharge* $ 60.00 TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. X Richard G. Hanson Applicant's Printed Name pplican 's Signature City af Eap 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED FEB 0 4 2014 Use BLUE or BLACK Ink For Office Use Permit #: 1 –)-13'31 Permit Fee: Date Received: IL Staff: 2014 COMMERCIAL PLUMBING PERMIT APPLICATION n Please submit two (2) sets of plans with all commercial applications. Date: ;15 Site Address: 655 oc,1 tt Tenant: Suite #: Property. Owner Name: It 1 Phone: Name: _ Sc. a4U/e3.� /ir1 e c Az .1 _ (c i License #: Alddress: 2.25 )34r,el,T/O,r1d-- I City: S L �_� ""l State: /" ZipS 1) 7-S Phone: -6 ► - Z' 2- `1 `/ )3 Email: ci 0/4 e Sc 14-4-1 6- : C!ty of Eapli 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED MAI 112013 Use BLUE or BLACK Ink For Office Use102006,/ Permit #: 00 Permit Fee: Date Received: 2014 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: 5/09 Site Address: G.S L-c.'t-t 04 Y 0r' Tenant: Name: Phone: Suite #: Name: 5Gkec cif f M. Cc -t6 et; e`.1 License #: Address: 2Z.5 11ze5,(fOr- City: So( - P4, --k State:t`lZip: 5SS 7 Phone: G 3 3 Email: d 4/0114 Jy P_Sc'melt n eco . (,c1)41 New _ Replacement Repair Rebuild Modify Space Work in R.O.W. Description of work: 41144. rp .1n61 ter.`1,411-0-1 S COMMERCIAL New Construction )c Modify Space Irrigation System ( yes / — no) ( RPZ / PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes _No Flushometers Yes No J COMMERCIAL FEES $55.00 Permit Fee Minimum *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 Contract Value $ 5-0 x .01 _ $ Permit Fee _ $ ,- Surcharge* = $ 4 ®'--- TOTAL FEE Following fees apply when installing a new lawn irrigation system Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Water Permit $ Treatment Plant $ Water Supply & Storage $ State Surcharge _ $ 4C-) 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.().r► vki51 Applicant's Printed Name FOROFFICE US Required Inspection: Meter Related Item x - Applicant's Signature 112-9,79 Page 1 of 3 /0-)WW Project CHADEGG SMECHANICAL Job No. Date 225 Bridgepoint Drive phone: (651) 292-9933 South St. Paul, MN 55075 fax: (651) 292-9929 t*o4 " et i -rye 1 'F=kYjc1 !S ~•SS t nS x:14 tR.' ! , i L', 1r1'.V z-' I C, L 1 IC L {S A Company Committed to Excellence � ' Use BLUE or BLACK Ink For Office Use • �� M � � � Cit of Ea a� Permit#: `� � �� Permit Fee: �vf� 3830 Pilot Knob Road JUL 2 � 2014 Eagan MN 55122 D,_ � DateReceived: Phone: (651) 675-5675 g�{; /`'"r_ Fax: (651) 675-5694 Staff: � C°i t� ,I 2014 COMMERCIAL BUILDING PERMIT APPLICATION ��f � Date: 7/22/14 Site Address: 655 Loan Oak Drive Y Iv1 Tenant Name: ECOLAB (Tenant is: New/ X Existing) Suite#: Former Tenant: Name: ECOLAB Phone: 651-795-6641 Property Owner Add�ess�c�ry�z�p: 655 Loan Oak Drive Egan, MN 55121 Applicant is: Owner �Contractor Type of Work �escription of work: Interior tenant improvements, in existing unfinished space. Construction Cost: �987,250.00 Name: MCGough COriStruCtioll �icense#: 2045574 Contractor Address: 2737 Fairview Ave N c;ty: St. Paul state: MN zip: 55106 Phone: 651-633-5050 contact: Mike Sullivan Emai�: MSullivan�a mcgou�h.com Name: �C}11t8Chiral AlIlaT1C8 Registration#: ArchitectiEngineer Add�ess: 400 Clifton Ave �;�y: Minneapolis state: I��Il�T zip: 55403 Phone: 612-871-7212 Contact Person: ROSS NaylOr Ema;i: rnaylor@archalliance.COril Licensed plumber installing new sewer/water service: Phone#: NOTE:Plans and supporting documents that you submit are cansidered fo be public Information. Portions of #he information may be classified as non pubiic if you provide speciflc reasons that woWd permit the City to conciude that#he are trade 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.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a ermit, 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 w i r i s a ' w n approval of plans. X Mike Sullivan X � Applicant's Printed Name Appli anY Signatur Page 1 of 3 (PS� 1��.e C�4 k �— DO NOT WRITE BELOW THIS LINE � a-(p ��Z �` SUB TYPES oundation Public Facility Exterior Alteration-Apartments _ Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial Apartments Greenhouse/Tent Euterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES _ New _ Interior Improvement _ Siding _ Demolish Buiiding* 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 o� Valuation �� Occupancy �_ MCES System � Plan Review � Code Edition - !�'�� SAC Units (� (25%_100%�) Zoning �_ City Water � Census Code Stories Booster Pump � #of Units Square Feet PRV � #of Buildings Length Fire Sprinklers __��o� Type of Construction .� Width REQUIRED INSPECTIONS Footings(New Building) Sheetrock Footings(Deck) Final/C.O. Required Footings(Addition) ��Final/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 Insulation Erosion Control Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present:�es No Reviewed By: �l�C.- � ° , Building Inspector Reviewed By: ` , Planning COMMERCIAL FEES Base Fee �� , 7� Water Quality Surcharge �q�,G1�' Water Sampling Fee Plan Review ,3 ��;�,� Water Supply&Storage(WAC) MCES SAC Storm Sewer Trunk City SAC Sewer Trunk S8W Permit&Surcharge Water Trunk Treatment Plant Street Lateral Treatment Plant(Irrigation) Street Park Dedication Water Lateral Trail Dedication Other: Water Quality TOTAL �Q, a�3, �� Page 2 of 3 ��'3b Use BLUE or BLACK Ir�. -----------------, � For Office Use , � t �I, � ��8'�� ' ��4� ��lJ��ll j Permit#: � . I � p�O 3830 Pilot Knob Road i Permit Fee: 0 � Eagan MN 55122 I Date Received: � � .: r��;.�, � Phone: (651)675-5675 �,.:_�,� _ : ...�v;s�+ � . p,,,� I Fax: (651)675-5694 � Staff O C� � ��J 2014 COMMERCIAL PLUMBING PERMIT APPLICATION ��` ��"S recei� Please submit two(2)sets of plans with all commercial applications. Date: f 2•I6-!`'7� Site Address: �� L �� p1'��✓� Tenant: Ec-v �c� � Suite#: �«�Pi'Op�C�/ .,��. ��gr Name: Phone: � � , I �� r.- Name: SL�4r�e4� N��%�� License#: � �°��`��Q'` Address: 22j�' �3r'�(sr��yl- /�'_c�ty: �.�h. Sl�-�`1 State:M2�� zp: 53G7s , � ��°� � ! j Phone: ��3 1�Z9L-`/'��3 Email: G��u ltl� � Scl��cic .-,yllc�i.t��-1 �� Ty�?��i�WaC�4 �--New _Replacement _Repair _Rebuild �Modify Space _Work in R.O.W. `: � ��:::. Description of work: L 9�1 $/.��c�c J3��lr.« COMMERC/AL New Construction �C Modify Space � Irrigation System(_yes/_no)(_RPZ/_PVB) ,'i — • Rain sensors required on irrigation systems ��`i'111�T�f,�e . Avg.GPM (2"turbo required unless smaller size allowed by Public Works) � ` ; _Meters Call(651)675-5646 to verity that tests passed prior to pickinp up meter. ' Domestic:Size&Type Fire: 1 �' Avg.GPM High demand devices?_Yes No Flushometers_Yes No COMMERC/AL FEES Contract Value$ Z�'7, vvta x.01 $55.00 Permit Fee Minimum _$ �' �v Permit Fee "If contract value is LESS than$10,010,Surcharge=$5.00 =$ / 3 ?s• ��' Surcharge"` **If contract value is GREATER than$10,010, Surcharge=Contract Value x$0.0005 ***If the project valuation is over$1 million, please call for Surcharge -$ �'��'3- � TOTAL FEE Following fees apply when installing a new lawn irrigation system $ water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge _$ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651 j 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 ��v�`!S- �O�J� �'�-� x � Applicant's Printed N e ApplicanYs Signa ure ,.. �_ � � �f�7R�F��C� U�� ' � � ,,,� �� , prc�ved�y, '� C� t� � � y � . I�equ�retl��n�pe�t�an�, � k1r��rauntl —��ugh 1r� �i�rTe�� ^��'Ce t . Fin�i , ��AR1l�t� �r re� �;'�e��I;��' � u��'� � ��.. �'"..�`�R�LA��}.:R�iS��,� FYIGd��r�.4"il.�qy�/ �� ` �y��, ,.Y':G� //.. .�?'��. Meter Relatec�lterns. � Met�;r��z� ry�N .: ._::.. �..... ...... . , �n,.,, _. . .. ._ ..,... Page 1 of 3 .(� __ Use BWE or BLACK Ink --, ��Cd � � For Office Use i��^-/ � � � `� I Clt� 0��BIl _ G�5 � i Permit#: ` t ca�'7 �� I 3830 Pilot Knob Road � \�� Permit Fee: <� 1 r i Eagan MN 55122 � � I Phone:(651)675-5675 � � Date Received: �� Fax:(651)675-5694 � �;:� j � Staff: � ��J 2014 MECHANICAL PERMIT APPLICATION �Please submit two(2)sets of plans with all commercial applications. �ate: 12/15/14 s�te aadress: 655 Lone Oak Drive Tenant: SEL Lab Suite#: ��, Name: Eco Lab Phone: address i c�ty i z�p: 655 Loane Oak Drive ` Name: Sch�degg Mechanica1�111C. License#: ��„ e� y � aaaress: 225 Bridgepoint Drive c�ty: South St. paul ,; State: MN zip: 55075 Phone: 651-292-9933 � F"' contact: Dan McNamara Ema�i: dmcnamara(a�schadegg-mech.com X New Replacement Additional Alteration Demolition '�'�p�.o#"11�`qf� j. Description of work: Lab HVAC 4��`�.;R��'m�►ar�� lr�a�ir, �+` ia��i�� '� �� . Cc��+I�k�s� �'��h��ri��a�'��f'`�f+�r'�1��: � � RES/DENTIAL COMMERC►AL � _Furnace New Construction X Interior Improvement ��,��,�,fi��$ _Air Conditioner _Install Piping _Processed _Air Exchanger Gas Exterior HVAC Unit _Heat Pump Under/Above ground Tank (_Install/_Remove) � Other RES/DENT/AL FEES $60.00 Minimum Add or alteration to an existing unit(includes$5.00 State Surcharge) $100.00 Residential New(includes$5.00 State Surcharge) _$ TOTAL FEE COMMERCIAL FEES Contract Value$ 164,492.00 x.01 $55.00 Permit Fee Minimum $70.00 Underground tank installation/removal =$ �,644.92 Permit Fee "If contract value is LESS than$10,010,Surcharge=$5.00 =$ $2.25 Surcharge* '�If contract value is GREATER than$10,010,Surcharge=Contract Value x$0.0005 """If the project valuation is over$1 million, please call for Surcharge =$ �,]2T.'I 7 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 ermit;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 Daniel J. McNamara X ,l�� /"�/r Applicant's Printed Name icant's Sig ature ��i�C��,19,'� ; � � � ,� � w !�e �tir�9 l�s� c�+��s� ;', _ _ ' :` �. � � �� ,� � .t�ra��;"r�rti�� h Ir� �rr'.��st =��a��:rua��`�st, ��+r�r� ��'�� ,��`�,"�� I, , , r r, .,, . � � ,, . _ � � �, ,� .,�: . � d : . ,. �� . . , a . � ..., . � City of Eaaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED DEC742015 �Gr�(�� i is -Cs Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: 46, Date Received: I .? '/' Staff: V) 2015 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: /Z42.2 '/ f Site Address: G Cr 1-04i4 O4,4L M• 8(-O 4 F Suite #: STk /v41c. Tenant: E co LA. t Property Owner Name: E eoLo & Phone: Address / City / Zip: Applicant is: Owner Contractor Type of Work Description of work: Rgi-OC-4-Ta Z. Pkw4E14 'Mftsf r /Jai 7 124 + , # )If ' Construction Cost: 1100 a® Estimated Completion Date: /2- • Zr •i r Contractor Name: 5N1€Lb C' .C71oh1 License#: 00/7 Address: `1 31 Z W 1200,0 L��EP City: kut /t/s State: MN Zip: 5f // 2 Phone: to r/ 4 S4 7/ Y 'l Contact: 1-1,44 Ly*VC 14- Email: 7-Lywtbe c stii*LO401 FIRE PERMIT TYPE $ Sprinkler System (# of heads 2) Standpipe WORK TYPE New Fire Pump — _Addition Alterations Remodel — — Other: _ Other: DESCRIPTION OF WORK: L Commercial Residential Educational _ FEES $60.00 Permit Fee Minimum Contract Value $ x .01 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) // = $ (O V Permit Fee _ $ Z Surcharge _ $ IF (00.d TOTAL FEE 3/4" Displacement Fire Meter - $270.00 = $ Fire Meter = $ TOTAL FEE **Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x ) Irn LiStA- Applicant's Printed Nime x Applicants Sigture FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Station nal Conditions of Issuance: Permit Reviewed by: �-f��"•��~— � Date: `,� Tenant: (.. 0VJ City of Eaafl 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED 14141110 ,,c, �S \cX cvl Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: - 1 J -I i Staff: 015 COMMERCIAL FIRE ALARM PERMIT APPLICATION 17-1)RIIS- Site Address: CQ J /j)&9--- Q1)6VC,, 131dlC A Suite #: Phone: 6S �+ S'"- l /) Address / City / Zip: (0 Cokg_ c CLQ Applicant is: Owner )Contractor Description of work: rake -fes lbTf 0_01) ('t)\ iGi aj1(J&r iq Construction Cost: ! q 19 " -71 Estimated Completion Date: i License #: UC Staters' Zip: SS-9T-7 Si 7 , Contact: + i i:ek (k {' V be al h C New Remodel Addition Other: Alterations Phone: DESCRIPTION OF WORK: FEES $60.00 Permit Fee Minimum mmetcial Residential Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge Educational Contract Value $ 0'2.91) = $ 61) =$ 7) = $ Cdo :71 x .01 Permit Fee Surcharge* TOTAL FEE **Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x /7,1 at/LP fiy/ L-ara A p icant's Printed Name d*b City of Eagan RECEIVED 1 1 3830 Pilot Knob Road \S u`1 1 Lt- 1.'�� td�1 Eagan MN 55122 Phone: (651) 675-5675 L j Fax: (651) 675-5694 lG " tC Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: ?I3 2015 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date: RIR" f IC Site Address: US S LONL—' 00—L i Y Q "1c Suite #: Tenant: ECD alp Name: w ' ^r ' Phone: Address / City / Zip: Lie_. OCA � -- rI v Applicant is: Owner Contractor J Description of work:1) r Vel,Ski cp,o9 t6i VtP `a(cst /,(.)( 46 C2lf(iC,k Construction Cost: j ICI 'l) Estimated Completion Date: Name: jt C ,S_1 Address: CO k10 Ve l-e,r Tr, State: Zip: Phone: ContactMadiv eta Email: License #: `(SvUIC:(o3,1 City:�i yl S Vi ( k -fmksa..10J-A4- can Remodel Other: FEES $60.00 Permit Fee Minimum Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge Contract Value $ y' Z 11 x .01 = $ (,p Ut) Permit Fee = $ ,Surcharge* u :71 ( TOTAL FEE =$ **Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. ll1 i C1L1 j.e Applicant's Printed Name x �i / x 111A or Apo ic. signature City of Eqpt RECEIVED GD 'JAN 1 1 2016 3830 Pilot Knob Road j�93� Eagan MN 55122 I A, L Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: 11 -1 2015 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date: \�,�` r61 Site Address: W ki `)y\,e, _ 1J' E Tenant: C) J Suite #: Name: 'F Phone: ' 511-0 Address / City / Zip: (DSC LON 0)Cti, Applicant is: Owner X, Contractor Description of work:O dr.) q� to t`"+I (ii 1 C Cfj imiAy) (J Estimated Completion Date: Construction Cost: \ y29 I Name: TCCUIS"" AiCXrr License #: iSW D1001 / Address: 5e-) C.1rL.yel -t') 1V City:—S(4 t1S-1/)1C State: y V Zip: S%S '-1 Phone: `? S'c2J 24 J J6. Contact: �� t ,� �1 `(� Email: finPlCL01/4)1 �G`-`t''"" COM FEES $60.00 Permit Fee Minimum Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge Contract Valu//e��$ I 'j •� 1 x .01 = $ (gtJ • O O Permit Fee = $ 7 1 Surcharge* _ $ 6-0 -'? TOTAL FEE **Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. A plicant's Printed Name City of Evan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 9/22/16 Use BLU E or BLAC 1 For Office Use f Permit #5ii K Ink Permit Fee: /0:7 1 61'22_'0 I' 6c1tv\ fLA kg, `, Date Received: 2016 COMMERCIAL B ILDING PERMIT APP LICATION Date: site Address: 655 Lone oak Dr. Eagan, MN 55121 Tenant Name: (Tenant is: New / Existing) Suite#: Former Tenant: Name: ECO La b -Bob Kurschner Phone: 651-246-4669 Address / City / Zip: Applicant is: Owner X Contractor Description of work: Re -Roof Section A of building Construction Cost: $78,000.00' Name: Eric Loxtercamp 204 Schumann Dr. NW Stewartville Address: City: State: MN Zip: 55976 Phone: 507-322-3778 Contact: Email: eloxtercamp@tectaamerica.com Name: Registration #:. Address: City: State: Zip: Phone: Contact Person: Email, Licensed plumber installing new sewer/water service: Phone #: Plans and supporting documents rormation math. classified as no aA.. con a at you submit ars. cansldered to be publicfrtf x� h; Pc public if you provide spec reasons that v twin permit fl dude thal'athe CALL BEFORE YOU DIG. CaIIGopher State One Call at (651) 454-0002 for protection against underground utility damage. Calf 48 hours before you intend to dig to receive locates of underground utilities. www.aooherstateonecall.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 l 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. 0_�Crl��arh Applicant's Printed Name x Apfiliicant's Signature Page 1 of 3 SUB TYPES Foundation Commercial / Industrial'' Apartments Miscellaneous WORK TYPES New Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review (25%_ 100%_) Census Code # of Units # of Buildings Type of Construction l DO NOT WRITE BELOW THIS LINE Public Facility Accessory Building Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage 7B, 600 BEQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Foundation Before Backfill Drain Tile Occupancy Code Edition Zoning Stories Square Feet Length Width Roof: _Decking ✓nsulation Ice & Water Framing 30 Minutes 1 Hour Fireplace: _Rough In Air Test _Final Insulation Sheetrock Windows f Final v -c Exterior Alteration -Apartments Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding _✓ Reroof Windows Fire Repair *Demolition .3 20Is' MgC Demolish Building* Demolish Interior Demolish Foundation _ Retaining Wall of entire building - give PCA handout to, applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Final/ C.O. Required Final/ No C.O. Required Other: Pool: Footings Air/Gas Tests Final Siding: _Stucco Lath _Stone Lath _Brick Retaining Wall Erosion Control Concrete Entrance Apron Meter Size: Electronic Plans Required Final C/O Inspection: Schedule Fire Marshal to be present: Yes No Reviewed By: Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee Surcharge Pian Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication TrailDedication 61/.7 39 .1.-t? .d -D Water Quality Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: Page 2'of 3 City of Eapll 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Us 1"--3Permit # J : 139 0 l Permit Fee: o'tc Date Received: Staff: 2016 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: 10/3/16 Site Address: 655 Lone Oak Drive Tenant: Ecolab Suite #: Name: Ecolab Name: Schadegg Mechanical, Inc Phone: License #: Address: 225 Bridgepoint Drive City: South St. Paul State: MN Zip: 55075 Phone: 651-292-9933 Email: ddoughty@schadegg-mech.com New Replacement Repair Rebuild _ Modify Space Work in R.O.W. Description of work: Test / Rebuild for rpz's. (f 1 COMMERCIAL New Construction Modify Space Irrigation System ( yes / no) ( RPZ / PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes _No Flushometers Yes No COMMERCIAL FEES $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit (includes State Surcharge) Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge Contract Value $ x .01 = $ Permit Fee = $ Surcharge = $ 60 TOTAL FEE Following fees apply when installing a new lawn irrigation system Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Water Permit $ Treatment Plant $ Water Supply & Storage $ State Surcharge = $ 60 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 David Doughty Applicant's Printed Name Z7(63-dn- Applicant's Signature FOR OFFICE US Meter Re ated .. nderrc and Meter Size Page 1 of 3 t i 3 `r 4111 City of Eaafl 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 C SEP 002016 Use BLUE or BLACK Ink I IP For Office Use Permit #: fg‘ Permit Fee: Or c(),: ' Date Received: 9" cPi& Staff: J 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: 9/2/2016 Site Address: 655 Lone Oak Drive Tenant Name: Ecolab Inc. (Tenant is: New / X Existing) Suite #: Former Tenant: Name: Ecolab Inc. Phone: Address / City / Zip: 655 Lone Oak Drive Fagan, MN 55121 Applicant is: Owner X Contractor Description of work: Ecolab Schuman Center / Building E 3rd Floor / Restroom Remodel Construction Cost: $195,650.00 Name: Robert Carr & Associates, Inc. License #: Address: 6675 Warner Avenue South City: St. Paul State: MN Zip: 55115 Phone: 651-779-0226 0 / 612-919-0013 M Contact: Robert Carr Email: robertcarr21@aol.com Name: Alliiance Registration #: Address: 400 Clifton Avenue City: Minneapolis State: MN Zip: 55403 Phone: 612-874-4100 Contact Person: Ross Najler Email: rnaylor@alliiance.us Licensed plumber installing new sewer/water service: Schadegg Mechanical Phone #: 651-292-9933 CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which re • uires a review and approval of plans. l;1 x "\.‘ L.L `` ( :. v P/ Applicant's Printed Name Applicant's Signature Page 1 of 3 43(L < DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Public Facility X Commercial / Industrial Accessory Building Apartments Greenhouse/Tent Miscellaneous Antennae WORK TYPES New X Interior Improvement Exterior Improvement Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review (25%_ 100%-( ) Census Code # of Units # of Buildings Type of Construction Repair Water Damage Yec- Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Foundation Before Backfill Drain Tile Roof: Decking _Insulation _Ice & Water Framing -{ 30 Minutes 1 Hour Fireplace: _Rough In _Air Test Final Insulation Sheetrock Windows Final C/O Inspection: Reviewed By: Final / 9,0Z----* _ Exterior Alteration -Apartments Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding Reroof Windows Fire Repair Demolish Building* Demolish Interior Demolish Foundation Retaining Wall *Demolition of entire building - give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers �Ybi+G per !,e Gc- Final / C.O. Required Final / No C.O. Required Other: Pool: _Footings _Air/Gas Tests _Final Siding: _Stucco Lath _Stone Lath _Brick Retaining Wall Erosion Control Concrete Entrance Apron Meter Size: Electronic Plans Required ule Fire Marshal to be present: >( Yes No Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication 98 2) Water Quality Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: � r o� TOTAL: "' 2, 792 Page 2 of 3 Michael Grannes (96e3r From: Sent: To: Subject: FYI Peggy Fleck Friday, October 28, 2016 8:35 AM Craig Novaczyk; Michael Grannes FW: Eco Lab - 655 Lone Oak Drive - Bldg. E From: McCullough, Cory [mailto:Cory.McCullough@metc.state.mn.us] Sent: Friday, October 28, 2016 7:38 AM To: Dale Schoeppner Cc: Peggy Fleck; Amy Griffin; robertcarr21@aol.com Subject: SAC: Eco Lab - 655 Lone Oak Drive - Bldg. E Good morning, We have reviewed the SAC determination application for the above project and location and have concluded a determination will not be required. It is the Councils understanding that the scope of work for this remodel project will not be changing the use or size of chargeable spaces from those spaces previously charged SAC in 11/2004. The addition of a breakroom and restroom expansion are not chargeable spaces. Therefore, a determination will not be required nor will SAC be due. Thanks, Cory McCullough SAC Technician I MCES Finance Cory.McCullough@metc.state.mn.us P. 651.602.1118 1 F. 651.602.1030 METROPOLITAN 390 North Robert Street 1 St. Paul, MN 1 55101 1 metrocouncil.org COUNCIL Please visit our SAC website by clicking: SAC Program 1 Cityofaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 OCT ) 4 X016 Use BLUE or BLACK Ink For Office Use C, Permit #:r .c75.- 7 -33 Permit Fee: % c7✓ " b Date Received: / 0-.14 Staff: A() rr�� 2016 COMMERCIAL PLUMBING PERMIT APPLICATION Au Please submit two (2) sets of plans with all commercial applications. Date: 10/3/16 Site Address: 655 Lone Oak Drive Tenant: Ecolab Suite #: Name: Ecolab Name: Schadegg Mechanical, Inc Address: 225 Bridgepoint Drive Phone: 651-292-9933 Phone: License #: City: South St. Paul State: MN Zip: 55075 Email: ddoughty@schadegg-mech.com _ New Replacement _ Repair Rebuild if Modify Space _ Work in R.O.W. Description of work: Plumbing for restroom remodel on 3rd Floor Building E COMMERCIAL New Construction x Modify Space Irrigation System ( yes / ✓ no) ( RPZ / PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Avg. GPM High demand devices? _Yes _No Fire: 1 Flushometers 44Yes _No COMMERCIAL FEES $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit (includes State Surcharge) Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge Contract Value $ 50000 _ $ 500 _ $ 25 = $ 525 x .01 Permit Fee 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 _ $ 525 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 approvaj.. L Tans. x David Doughty Applicant's Printed Name x Applicant's Signature FOR Meter Relate eter /, 3 lig-5' 5-4 Read Page 1 of 3 �n ' G Use BLUE or BLACK Ink C� i"" l* For Office Use/ City v :::: l lk : t_QDd� 3830 Pilot Knob Road NOV 2 8 2016 0'/ Eagan MN 55122 Date Received: ((' Phone: (651)675-5675 P.a.:- 165'n 875-5669e / , Staff: 2016 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: I-2,` (CI. Site Address: Y -FS— `.-"Alt_6�� Tenant: FCC) ✓1 L -6 Suite#: E 3 _,.. .,... O fName: CLL Phone: I E Property Owner 1 Address/City/Zip: Applicant is: Owner Contractor 7-0 T e Of Work Description of work: /41-b-Di 4°C�i1€ ie� S1'/A-C 7 .ilr Ia S DGS I yp ES, ��a� mc��EL 3!?� Construction Cost: Estimated Completion Date: 1 Name: 51,-//E 1- F//Le.. ? 07Pense#: CJ Contractor Address: Zs G Z-'i' ') 41-it City: Ll 1i / 'w 1 Contr State: At Zip: J`S // 7 Phone: 4')7 (0 34° '7/9' Ir*ii G� C . Email: n'C 1.., c#/1EC.01 (6 FIRE PERMIT TYPE WORK TYPE ?1–Sprinkler ��System(#of heads ) New Addition— — Fire Pump —Standpipe _Alterations ). Remodel Other: i —Other: — DESCRIPTION OF WORK: Commercial —Residential —Educational FEES . ( !! ,y x.01 $60.00`:Permit Fee Minimum Contract Value$ // OVv 1 =1Surarge=Contract Value x$0.0005 $ Permit Fee If the p�'oject valuation •is over$1 million,please call for Surcharge =$ Surcharge • [ $100.00 Residential New(includes State Surcharge) =$ Z/ , Cl1 TOTAL FEE $ Fire Meter 3/4"Fire Meter-$280.00 = II =$ 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 co •• - -and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota B ••ing/Fire Co.-s;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 'e in accordance with th- .pproved plan in the case of work which requires a review and approval of plans. x JIML IAC xr A Applicant's Printed Name Applicant'- Signatu�- (Lf D 2_1 FOR OFFICE USE REQUIRED INSPECTIONS 1 Drain Test Rough In Hydrostatic Flow Alarm / Trip Pump Test Central Station j/ Final Conditic�s o`!ss:aanC f Permit Reviewed by: LL �, /e Date: i — Use BLUE or BLACK Ink For Office Use4** Permit / 7j City f Eapn Permit Fee: 60 o0 D 3830 Pilot Knob Road �1�:CEI Eii Eagan MN 55122 Date Received: Phone:(651)675-5675 JUN 1 91017 Staff: Fax:(651)675-5694 2017 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: 6/2/17 Site Address: 655 Lone Oak Drive Tenant: Ecolab Suite#: Property Owner - Name: Phone: Name: Schadegg Mechanical License#: 'Contractor Address: 225 Bridgepoint Drive South St. Paul MN 55075 City: State: Zip: Phone: 651-292-9933 Email: ddoughty@schadegg-mech.com New _4 Replacement Repair Rebuild Modify Space Work in R.O.W. -:Type of ork Description of work: Replace RPZ 591351 with RPZ 4309521 COMMERCIAL New Construction Modify Space Irrigation System( yes/_no)(L RPZ/ PVB) • � :. • Rain sensors required on irrigation systems Permit Type • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 Avg.GPM High demand devices?_Yes_No Flushometers_Yes_No COMMERCIAL FEES Contract Value$ x.01 $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit(includes State Surcharge) =$ 60 Permit Fee =$ Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million,please call for Surcharge =$ 60 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 _$ 60 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 x �plaanns. . x David Doughty scGe% 0` 491ta Applicant's Printed Name Applicant's Signature FOR OFFICE USE feg ' Approved By f � Required4nspections `-Under Ground RRou h I Alr Test s TestE t tal PRV Rewired No Meter Related Items r y� �Meter Size� �.Radti o Read Manometer 0,5t4f *eedEP Page 1 of 3 ji 3 s 9 ` r Use BLUE or BLACK In ,,1 For Office Usei 7 Permit#: /`7J%O q /f 4Cit of Ea au E Permit Fee: 3830 Pilot Knob Road . Eagan MN 55122 Date Received: Phone: (651)675-5675 buildinginspections(a)citvofeagan.com Staff: 2017 COMMERCIAL BUILDING PERMIT APPLICATION Date: 08/08/2017 Site Address: 655 Lone Oak Drive Tenant Name: ECOLAB Schuman Campus (Tenant is: New/ ✓ Existing) Suite#: Former Tenant: Name: Ecolab Inc. Phone: Property Owner 655 Lone Oak Drive, Eagan, MN 55121 Address/City/Zip: Applicant is: Owner It Contractor Type of Work Description of work: Renovation of existing office, conference rooms and restrooms Construction Cost: $1,795,000 703 Rl 7 Name: McGough Construction License#: BC455748 Contractor Address. 2737 Fairview Avenue North city: Saint Paul State: MN Zip: 55113 Phone: S! —6?'— rico Contact: Mike Sullivan Email: msullivan@mcgough.com Name: Alliiance Registration#: 400 Clifton Avenue Minneapolis ArchitectiEngineer Address: city: State: MN Zip: 55403 Phone: 612.874.4100 Contact Person: Ross Naylor Email: rnaylor@alliiance.us alliiance.us Licensed plumber installing new sewer/water service: Phone#: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to elude that they. are trade secrets. 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.citvofeagan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Mike Sullivan X /1; Applicant's Printed Name Applicant's Signatur Page 1 of 3 G-- ' E CDQN OT WRITE BELOW THIS LINE /L/6%Y SUB TYPES Foundation _ Public Facility _ Exterior Alteration-Apartments Commercial 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 h Valuation ` 414 oat) Occupancy , A-3 MCES System Plan Review / Code Edition SAC Units 0 per le, " (25%a_100%°f) Zoning } City Water Census Code — Stories Booster Pump —. #of Units Square Feet PRV #of Buildings Length Fire Sprinklers Type of Construction V.Q Width REQUIRED INSPECTIONS Footings_New Building Deck_Addition Drain Tile Foundation Foundation Before Backfill Retaining Wall Vapor Barrier Erosion Control X Framing 30 MinutesX 1 Hour Steel Reinforcement Insulation Concrete Entrance Apron Sheetrock Other: Roof:_Decking _Insulation _Ice&Water _Final Meter Size: Siding:_Stucco Lath _Stone Lath _Brick EFIS X Electronic As-Built Plans Required Windows Fireplace:_Rough In Air Test _Final Final I C.O.Required Pool:_Footings Air/Gas Tests Final i' Final I No C.O.Required Final C/O Inspection: Sc.,-. le Fire Marshal to be present:-X Yes No Reviewed By: iriiidr.- . , Planning New Business to Eagan: N Reviewed By: 1-f _---- , Building Inspector FEES p ?S Water Quality Base Fee ! 13 6 Storm Sewer Trunk Surcharge # Sig. Sewer Trunk Plan Review 59,3 toy,, Water Trunk MCES SAC -- Street Lateral City SAC Street S&W Permit&Surcharge Water Lateral Treatment Plant Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: ? L Trail Dedication TOTAL:* 15 8 ), Page 2 of 3 MCES USE: Letter Reference: 170912A6 Address ID:5166 Payment ID:404135 Date of Determination:09/12/17 Determination Expiration:09/12/19 Greetings! Please see the determination below. Project Name: Ecolab Project Address: 655 Lone Oak Drive Suite#/Campus: na City Name: Eagan Applicant: Jeffrey L. Marshall, Ecolab Special Notes: na Charge Calculation: Office: 11,037 sq.ft. @ 2400 sq.ft./SAC=4.60 Meeting: 9379 sq.ft. @ 1650 sq.ft./SAC= 5.68 Warehouse: 648 sq.ft. @ 7000 sq.ft./SAC=0.09 Total Charge: 10.37 Credit Calculation: Cray Research Inc (SAC 07/89) Office: 16,467 sq.ft. @ 2400 sq. ft./SAC=6.86 Meeting: 5499 sq.ft. @ 1650 sq. ft./SAC= 3.33 Warehouse: 830 sq. ft. @ 7000 sq.ft. /SAC=0.12 Total Credit: 10.31 Net SAC: 0.06 —or— 0 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions email me at: tory.mccullough@metc.state.mn.us Thank you, Cory McCullough SAC Technician Please visit our SAC website by going to: http://www.metrocouncil.org/SACprogram 390 Robert Street North I St. Paul,MN 55101-1805 Phone 651.602.1000 I Fax 651.602.1550 I Y 651.291.0904 metrocouncil.org METROPOLITAN C O U N C I L An Equal Opportunity Employer HP L13A31 ne 1 R£ O V3LIv•SNv1d a W" Yf� i iF Fw a ILf© e 2i001d OW3a .,., � W 101, f A -x a v e co N o JEIL UOA § A 1..a_F `i �1I1 -F E az A m n @ dig$ J i 11M 11111 o E 4 j d k9� 3 3 N V II 1 1 V w in v l"-i 9 t Q 9 kiE 014,1.r .tii 1111! c 1 1 1 9 17 I 4141 /II i g -— - - - __. - w C�011 1/14 Eek �e3 01/IR fgY �� k4� ® ii, = I l £l !leiif, ilii ° l ! ale R ill'NV= s 010 FPI e4 4161,_��. . 11,11104„,Il: � � Ef [ ll Er__iC � 1 , ,,ig! Y . nd Y q . Ill le gilli!ilildill I c 4? I i Pi Pi 11111111111 a 1 InR11111 ■ I I i IINI�� III d � i Ycv e a ea 6 TI - k © _ _ - _ -1- - - - 4 ' i ° : 1- 11 x I I 1 I I I 11 1 ® —I — — — —�— -- -_----- -_ - p ' _T'- H= Ji3 'Tt I , �— Yew _—. I m ( o —_�I — i - I I I c --- O - -I - - --- ii__ I--J k jmis. .• '1 N. 1 I I I I } I �-- -- I ---- I - : — -- — - g W} .a ea b .a .a © .a " I , Q V r Use BLUE or BLACK Ink For O 4f Office Use Permit#: /671-b160 Permit Fee: �' ( 2; Date Received: /1 " 1 7 tsxe° ' 'E 'e 71 Staff: 3830 Pilot Knob Road I Eagan MN 55122 Phone:(651)675-5675 I buildinginspections(a@cityofeaean.com 2017 COMMERCIAL PLUMBING PERMIT APPLICATION LJ(lease submit two(2)sets of plans with all commercial applications. Date: 10/31/17 Site Address: 655 Lone Oak Drive Tenant: Ecolab Suite#: Property Owner - Name: Ecolab Phone: Name: Schadegg Mechanical License#: PC644629 Contractor Address: 225 Bridgepoint Drive City: South St. Paul State: MN Zip: 55075 651-292-9933ddoughty@schadegg-mech.com �� `-,• Phone: Email: New Replacement Repair Rebuild .Modify Space Work in R.O.W. Type of Work;' — — — Description of work: Plumbing for restroom remodel and new breakroom sink. COMMERCIAL New Construction X Modify Space • Irrigation System(—yes/_no)(—RPZ I PVB) • Rain sensors required on irrigation systems Permit Type - . Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 Avg.GPM High demand devices?_Yes_No Flushometers_Yes_No COMMERCIAL FEES39000 Contract Value$ x.01 $60.00 Permit Fee Minimum 390.00 $60.00 PVB/RPZ Permit(includes State Surcharge) _$ Permit Fee $ 19.50 Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million,please call for Surcharge =$ 409.50 TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge _$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeacian.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 David Doughty dor x Applicant's Printed Name Applicant's Signature 4. I FOR OFFICE USEDa e 'Approved By � Required Inspections Under Ground Rough In , Air Test Gas Test. Final PRV Requrred Yes (*ta Meter Related Items . Meter;SiZe .. Radio:Read.i Manometer. Staff. Page 1 of 3 Use BLUE or BLACK Ink /Va 4 o For Office Use /Q� (wit dr'.y, G Permit#: /� �! C� �ti�. -< o C17)1/11 ,ate Permit Fee: I 19, * o \at ^� 4 / t rt o Date Received: ,.' 11 I L- Staff: I 3830 Pilot Knob Road I Eagan MN 55122 Phone:(651)675-5675 I buildinginspections@cityofeagan.com 2017 COMMERCIAL PLUMBING PERMIT APPLICATION 1=1 Please submit two(2)sets of plans with all commercial applications. Date: 11/6/17 Site Address: 655 Lone Oak Drive Tenant: Ecolab Suite#: Property Owner - Name: Ecolab Phone: Name: Schadegg Mechanical License#: PC644629 COntraCto# Address: 255 Bridgepoint Drive South St. Paul MN 55075 City: State: Zip: Phone: 651-292-9933 Email: ddoughty@schadegg-mech.com Type of 2rk New Replacement _Repair _Rebuild L Modify Space Work in R.O.W. Phase 2-BuildingD Restroom Remodel and lab plumbing �••��' ��' Description of work: P COMMERCIAL New Construction x Modify Space r /z/ Irrigation System( yes/ no)(—RPZ/ PVB) • Rain sensors required on irrigation systems Permit Type , • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) z Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 Avg.GPM High demand devices?_Yes_No Flushometers_Yes_No COMMERCIAL FEES Contract Value$87000 x.01 $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit(includes State Surcharge) _$ 870 Permit Fee =$ 43.5 Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million,please call for Surcharge =$ 913.50 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 $913.50 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.citvofeagan.com/subscri be. 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 David Doughty %" x Aer-0-0667(17'47 -- Applicant's Printed Name Applicant's Signature AOR f)F)=1,CE tlSE =proved By: C►ate zr4A jequwredinspectlons �Unde�r Grou d t' R01-911‘,41e _441it Test 00'1:9* �l=tilt R�?i2e uired lees% Nc ° . . Meter ... ° ;. Staf= M �Meter Related items:?, Size RadtRead mtiter � , Page 1 of 3 ,. . ', - ? - L`"\ictuccEe �1 Use BLUE or BLACK Ink For Office Use A W c----- ----\\ )��°� , ��°6,..,., Permit#: ��7 .� � � '"77 T,/C ,� , o NOV j 6 [(j�� Permit Fee: ,,,....- Date Received: II'� s' 3830 Pilot Knob Road I Eagan MN 55122 Staff: 7 __J Phone:(651)675-5675 I buildinginspections@cityofeagan.com ,-,o, 2017 MECHANICAL PERMIT APPLICATION IBJ Please submit two(2)sets of plans with all commercial applications. Date: t+i 1`i 7Site Address: (.,, 5 L 4•It 14 K [ f=J. : , ' Tenant: i .r'•1 p ` 'C.�,. fr1-i :`,° :,--iii/ L 1 :"� Ali I Z Suite#: Name: ti:t:.: k-tt'"17 Phone: Res1detilttuvi/Tier Address/Cit /Zip: f —' L.`".,' L%1 �- � rL..t ✓L. Lt, - Name: x7:.r1it-1\u".;"-41/ I It.L.a;41 t-r i/<..: (— License#: ° .. Address: -41,2:7)- ,- ( ` il'�:•ri:; � 'r`E. ') + 1-tw'::.: City: _7t'�'.`. r ; fil _. �� C011traCtOr"'.' ... , v State: I'i. Zip: fir- / , Z')•L — cI c1 3. �' �Cf`�s Phone: Contact: Email: ", ',..,. New Replacement Additional Alteration Demolition l Type of Work Description of work: NOTE: Root mountWind grpOtitif mounted mechanical equipment is required fo'* *creened by City Code. Please contact the Mechanical Inspector for lnformatlon on'',perrrtitted screening r ethods RESIDENTIAL COMMERCIAL - Furnace New Construction 'x Interior Improvement i Air Conditioner $, Install Piping Processed Rerttfl#Tkpe Air Exchanger Gas Exterior HVAC Unit � y _Heat Pump Under/Above ground Tank ( Install/_Remove) .. Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit, includes State Surcharge t $100.00 Residential New, includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES $60.00 Permit Fee Minimum Contract Value$ �1; f-. Contract x.01 $75.00 Underground tank installation/removal, includes State Surcharge =$ L-1 '1 Permit Fee r:1� Surcharge Surcharge=Contract Value x$0.0005 ( -$ If the project valuation is over$1 million,please call for Surcharge 7 3./6 =$ 447 • i 2... • 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.citvofeagan.com/subscribe. 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. Applicant's Printed Name Applicant's Signatur FOR OFFICEUSEi,iA:-, ,'n,,-y-'-''''",7-, '' ‘,'.1'$',,'%-i',,•„*i'''''''"',1:,;',•2',''”,'',, ''':';"-'"!.'", ''.'.','?ri''n''.- ;14,_,i',", 7 Required Inspections ?,,y ' �„ , Revlewecfy ( ' pate ,,, . .._ . :. yam. �, Under rdund Rough In" - Air: est Gas;Service Test Ire flpor Flpat"" 0 a' IAC S9,reenlnqs For Office Use 11-16 D' � + a + Permit#: E AG A N Permit Fee: Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Staff: buildinginspectionsacityofeaoan.com L 2018 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 01/11/2018 Site Address: 655 LONE OAK RD. Tenant: ECOLAB - TECHNICAL TRAINING BUILDING 'D' Suite#: ❑ Requirements: 2 complete sets of drawings and specifications,cut sheets on materials and components Name: Phone: Property Owner Address/City/Zip: A..licant is: Owner Contractor Description of work: RELOCATE HEADS Work $11300.00 02/28/18 Construction Cost: ° Estimated Com.letion Date: Name: ESCAPE FIRE PROTECTION License#: C-086 3000 CENTERVILLE RD. LITTLE CANADA c n ae Address: City. M N 55113 651-771-8874 State: Zip. Phone: BRIAN WEBER BRIAN@ESCAPEFIRE.COM Contact Email: FIRE PERMIT TYPE WORK TYPE 1 Sprinkler System (#of heads ) S New Addition —Fire Pump —Standpipe 1 Alterations _Remodel Other: Other: DESCRIPTION OF WORK: 1 Commercial Residential Educational FEES 11 300.00 Contract Value$ x.01 $60.00 Permit Fee Minimum 113.00 $ Permit Fee Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ 5.65 Surcharge $100.00 Residential New(includes State Surcharge) =$ 118.65 TOTAL FEE 3/4" Fire Meter-$290.00 =$ N/A Fire Meter $ N/A 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.citvofeagan.com/subscribe. I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. �_ x BRIAN WEBER, PM x �/ �� Applicant's Printed Name Ap s Signature r -1 a,c). l 4 FDR©FFICE U,SE REQUIRED INSPECTIONS Hydrostatic, Flow Alarm Drain Test ' ugl ln, Trip Pump Test central Station ' -"" F�nal w . Conditions of Issuance: Permit Reviewed b Date: / . (` k y • RECEIVED rForOfficeUssef Permit#: �,� � i ��i /`I %.- , E AGA N 11.6-6//" +- Permit Fee: ✓ 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 eiffil-. Date Received: / ac(651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 ( -7 , Staff: buildinoinsoections(a.cityofeagan.com 2018 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date: 01/02/2018Site Address: 655 Lone Oak Drive Tenant: Ecolab Suite#: 2nd Floor 0 Requirements: 2 complete sets of drawings and specifications,cut sheets on materials and components Name: Ecolab Shuman Campus Phone: Property Owner655 Lone Oak Drive, St. Paul, MN 55121 Address/City/Zip: Applicant is: Owner X Contractor Type of Work Description of work: Retrofit existing fire alarm system Construction Cost: 13,715.00 Estimated Completion Date: Name: ECSI Systems Integrators License#: TS002284 Contractor Address: 7900 Chicago Avenue City: Bloomington state: M N Zip: 55420 Phone: 651-643-6681 Contact: Josh Spates Email:jspates@ecsillc.com New _Remodel Work TYPe Addition Other: ✓ Alterations DESCRIPTION OF WORK: ✓ Commercial Residential Educational FEES Contract Value$13,715.00 x.01 $60.00 Permit Fee Minimum 137.15 =$ Permit Fee Surcharge=Contract Value x$0.0005 =$ 6.86 Surcharge* If the project valuation is over$1 million, please call for Surcharge 144.01 =$ 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.citvofeaqan.com/subscribe. I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. xJosh Spates x Applicant's Printed Name Ap cant's Signature FOR OFFICE USEI f ' � Required inspections: Rough-in ,,Final —Fire Alarm Test u For Office Use t � �� Permit#:_ /14 ® ®,. Permit Fee: Q _-___.____..... -4383Date Received. c2-a?7-4)- 3830 0 PILOT KNOB ROAD, EAGAN, MN 55122-1810 (651)675-5675 J TDD: (651)454-85351 FAX:(651)675-5694 'SEB 27 2018 Staff: bulldinginspections(kcityofeanco L 2018 COMMERCIAL PLUMBINGPERMIT APPLICATION Lil Please submit two (2)sets of plans with all commercial applications. Date: 2126'116 Site Address: 655 LONE OAK DRIVE Tenant: ECOLAB Suite#: Property € r n r Name: ECOLAB Phone: ( Name: SCHADEGG MECHANICAL, INC License#t: # i Contractor Address 225 BRIDGEPOINT DRIVE City; SOUTH ST PAUL State MN zip, 55075 Phone: 651-292-9933 Email: DDOUrGHTY@SCHADEGG-MECH.Ct3M Type of Work New Replacement Repair _1i Rebuild Modify Space Work in R.G.W. Description of work: TEST AND REBUILD RPZ S COMMERCIAL New Construction Modify Space Irrigation System(__ yes; __no)I _RP71_._ PVC) • Rain sensors required on irrigation systems Permit Type Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meters Call(6 1)675-5648 to verity that tests passed prior to picking up meter. 1 Domestic:Size&Type. Fire; 1 i • Avg.GPM__. High demand devices?_ Yes No Flushometers Yes No t- COMMERCIAL FEES Contract Value .,.__. ._. x,01 I $60.60 Permit Fee Minimums I $60.00 PVSIRPZ Permit(includes State Surcharge) 60 Permit Fee i =$ Surcharge € Surcharge=Contract Value x$0.0005 I If the project valuation is over$1 million, please call for Surcharge 60 TOTAL FEE Following fees apply when installing a new lawn irrigation system $_,,,,,,,,_, _ , Water Permit Contort the City's Engineering Department,1651)675-56464,for require l fee amounts, $ Treatment Plant $ Water Supply&Storage $ State Surcharge 1 =$_60_------ - 66_x_ __ 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 Fagan;that I understand this is not a permit, but only an application for a permit,and woth 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. t x DAVID DOUGHTY x 2 f Applicant's Printed Name Applicant's Signature �d FOR OFFICE USE Approved y; Date: Required inspections: Under Ground Rough-In Air Test Gas Test Final PRV Required: Yes No Meter Related items: Meter SizeRadio Read', Manometer Staff: Page 1 of 3 303 r For Office Use EAGAN,li�x C �� Cr P fG � Permit#: /,"5-0 : f /,, ''° � `s � Permit Fee: , a.,.... ....p Staff: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 ��..� rPayment Recvd: i Yes No (651)675-5675 I TDD: (651)454-8535 I FAX (651)675-5694 .iz.t'�C I Email:buildinginspections(a}cityofeagan.com '€ I Plans: Electronic Paper Plan Submittal: eplanst citvofeagan.comJUL o I j 62018 2018 COMMERCIAL MECHANICAL 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: 7/3/18 Site Address: 655 Lone Oak Drive Tenant: Ecolab Suite#: Ecolab Name: Phone: Address/City/Zip: � , Schadegg Mechanical Name: License#: 225 Bridgepoint Drive South St. Paul "� � �: Address: �v"Z-Olt ac Str City: MN 55075 651-292-9933 State: Zip: Phone: ..� Contact: Kevin Wargin Email: KWargin@schadegg-mech.com New Replacement Additional ✓ Alteration Demolition Type of Work Description of work: Add (3) VAV boxes and hot water piping on Level H5 s4 ,4 'NOTE:Roof mounted and ground mounted mechanical equipment is required to be screened by City it N�` Code. Please contact the Mechanical Inspector for information on permitted screening methods, COMMERCIAL New Construction Interior Improvement d✓ Permit Type /; ✓ Install Piping Processed 2% iii Gas Exterior HVAC Unit Under/Above ground Tank (✓ Install/ Remove) COMMERCIAL FEES Contract Value$10,390 x.01 $60.00 Permit Fee Minimum $75.00 Underground tank installation/removal, includes State Surcharge =$ 103.90 Permit Fee Surcharge=Contract Value x$0.0005 =$ 5.20 Surcharge If the project valuation is over$1 million, please call for Surcharge =$ 109.10 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.citvofeagan.com/subscribe. 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 Kelly Ancel x Applicant's Printed Name Applican Signature FOR OFFICE USE,/1 ,. �y �, ,-equired nspections ,,�� Reviewe,. • :Date ,✓ � t(idet�grc�gr�r�d � � Ruu h AIr.T�s�, � rvice Test,,,,P r (Ir�or� ea�. . �rnal; ,sfAO 54#fith9 „ '!,if `JO✓ ( f For Office Use E ® x i �' `o ice,' 4 e 1 .I �� Permit#: ISO 9117/ % ‘, »�• �«a. PermitStaff: Fee: / �i. I'/ ,_ .......,...„.,..,...... 4-2___, 3830 PILOT KNOB ROAD EAGAN, MN 55122-1810 r (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Payment Recvd:,,, Yes No Email: buildinginspections a(�cityofeagan.com � �:.� Plan Submittal: eplans(acitvofeagan.com JUL, lans: Electronic Paper �� 062018 J 2018 COMMERCIAL MECHANICAL 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: 7/3/18 Site Address: 655 Lone Oak Drive Tenant: Ecolab Suite#: Nt A A Name: Ecolab Owner Phone: A.,,', 4 , e Address/City/Zip: 5 R Name: Schadegg Mechanical �� •,, License#: 225 Brid a oint Drive ContrSctox Address: g p City: South St. pawl *"" State: MN Zi 55075 651-292-9933 �., ' • P. Phone: > Kevin War in Contact: g Email: KWargin@schadegg-mech.com mech.com New Replacement Additional ✓ Alteration Demolition Type Of M/Ork Description of work: Relocate existing FPVAV boxes, install new GRDs and hot water piping on Level A2 NOTE Roof mounted and ground mounted mechanical equipment ii a u(red to be screened b y City F �X 4 C de ?Please contact the;Mechanical Inspector for information on peri»"itted screening meth by 4 4 COMMERCIAL New Construction Interior Improvement Permit Type ✓ Install Piping Processed Gas Exterior HVAC Unit ,, , �* 8 Under/Above ground Tank (✓ Install/✓ Remove) COMMERCIAL FEES $60.00 Permit Fee Minimum Contract Value$67'280 x.01 $75.00 Underground tank installation/removal, includes State Surcharge =$ 672.80 Permit Fee =$ 33.64 Surcharge Surcharge= Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ 706.44 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.citvofeagan.com/subscribe. 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 perm t;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 Kelly Ancel x Applicant's Printed Name Applicant' Signature FOR'OFFI E USE Required Ins ection ` �D P �, � � � Reviewed B: r Underground r RoughAIn ' Atr Test., Gds, ervice Test 'Y" It-fl tot Final Ei #mac tint t For Office Use j 4 ° r l -°vt,0 `� C.,Gr.2,,i, 4L,t xN +�Permit#: / L7 bora EAGA N Permit Fee: f� ,,r Staff: -- ---; 3830 PILOT KNOB ROAD EAGAN, MN 55122-1810 J L ZQ $ � Payment Recvd:, Yes No (651)675-5675 I TDD: (651)454-8535 I FAX:(651)675-5694 Email: buildinoinspections(a)cityofeagan.com Plans: Electronic /Paper Plan Submittal: eplans(a,cityofeagan.com L 2018 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: 6/29/18 Site Address: 655 Lone Oak Drive Tenant: Ecolab Suite#: u$Property Owner Name: Ecolab Phone: Name: Schadegg Mechanical License#: Contractor Address: 225 Bridgepoint Drive South St. Paul MN 55075 City: State: Zip: Phone: 651-292-9933 Email: ddoughty@schadegg-mech.com New Replacement Repair Type of Work pacemen pr Rebuild I/ Modify Space _ Work in R.O.W. New breakroom sink and restroom remodel BuildingA Level 2 Description of work: COMMERCIAL New Construction ✓ Modify Space Irrigation System( yes/ no)( RPZ/ PVB) • Rain sensors required on irrigation systems Permit Type • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meters Call(651)675-5646 to verity that tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 4: Avg.GPM High demand devices? Yes No Flushometers ✓Yes No COMMERCIAL FEES Contract Value$54500 x.01 $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit(includes State Surcharge) _$ 545 Permit Fee _$ 27.25 Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ 572.25 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 =$572.25 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.citvofeacian.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 David Doughty Applicant's Printed Name Applicant's Signature OR verate / ve f� y3i 'OFFICE USE Appr� d Bye r Date Requi -d Inspections Under Ground Rough-ln ifTest RV/Required Ye ILIO Mete'Related ems: Meter`Sizer „, adio Read,f' Manorr eter Staffh Page 1 of 3 1/36z / . . ...„ Gilt/For Office Use q'•<?`r ' Permit#: � / (� oC� �, �R q 4 -?- 6 r $ Permit Fee: EAGAN Staff: 1--,"1:..1,. ' ''; '; Payment Recvd: k Yes No I 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 I (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 JUL 1 1 2018 LPlans: Electronic?CPaper Plan Submittal: eplans(c�cityofeacian.com U 2018 COMMERCIAL BUILDING PERMIT APPLICATION Date: 07/11/2018 Site Address: 655 Lone Oak Drive, Eagan, MN 55121: Building A Level 2 Tenant Name: N/A e( 0 /417 . t Lt�//A c'-� ant is: New/ Existing) Suite#: fmo • L� I Former Tenant: Ecolab (Jeff Marshall) 651.795.6641 Name: Phone: Property Owner 655 Lone Oak Drive, Eagan, MN 55121 Address/City/Zip: tr Applicant is: Owner / Contractor Type of Work Description of work: Interior Renovation of Building A Level 2 Space Construction Cost: $899,746.00 McGough Construction BC719043 Name: License#: 2737 Fairview Ave Roseville Contractor Address: City: State: MN Zip: 55113 Phone: 651.248.8031 Mike Sullivan msullivan@mcgough.co-n 1 Contact: Email: Name: Alliiance Registration#: I 400 Clifton Ave Minneapolis Architect/Engineer Address: City. ; state: M N Zip: 55403 Phone: 612.874.4127 Ross Naylor rnaylor@alliiance.Ls Contact Person: Email: t Licensed plumber installing new sewer/water service: N/A Phone#: i r NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information maybe t classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets 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.citvofeagan.com/subscribe. 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.uopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. �� x Mike Sullivan X1 / Applicant's Printed Name Applicant's Signa ure DO NOT WRITE BELOW THIS LINE /565-6‘2.. SUB TYPES 6 �'` L ell C 0/9_,/ ,13,2_ . Foundation _ Public Facility _ Exterior Alteration-Apartments V Commercial/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 qoo, DDO• a-G' Occupancy MCES System 1/ Plan Review ✓ Code Edition M- SAC Units 0 t- 44-- (25%_100% ✓) Zoning _) City Water 10' Census Code Stories Booster Pump #of Units 0 Square Feet PRV J #of Buildings I Length Fire Sprinklers V' Type of ConstructionjL•8 Width REQUIRED INSPECTIONS Footings_New Building_Deck_Addition Drain Tile Foundation Foundation Before Backfill Retaining Wall Vapor Barrier Erosion Control %/ Framing 30 Minutes ✓ 1 Hour Steel Reinforcement Insulation Street/Curb Cut Inspection Sheetrock Other: Roof:_Decking Insulation Ice&Water Final Meter Size: Siding:_Stucco Lath _Stone Lath Brick_EFIS V Electronic Set of Final Revised Plans Windows Fireplace: Rough In Air Test Final , Final/C.O.Required Pool:_Footings _)3ic/6as Fes stk_Final v Final/No C.O.Required Final C/O Inspection: ScheduleFie Maarshal to be present: t, Yes No ! Reviewed By. cc ` , Planning New Business to Eagan: A. " Reviewed By: , Building Inspector FEES Water Quality Base Fee 5 5-6.7S" Storm Sewer Trunk Surcharge grd - £+ Sewer Trunk Plan Review 3 54C •137 Water Trunk MCES SAC Street Lateral City SAC Street S&W Permit&Surcharge Water Lateral Treatment Plant Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: Trail Dedication TOTAL: g, 7 c�`6 Page 2 of 3 MCES USE:j_etter Reference: 18082086 Address ID:5166 Payment ID:414514 / Date of Determination: 08/20/18 Determination Expiration: 08/20/20 Greetings! Please see the determination below. Project Name: Ecolab Project Address: 655 Lone Oak Drive Suite#/Campus: Building A, Level 2 City Name: Eagan Applicant: Kate Noonan, McGough Construction Special Notes: None Charge Calculation: Office: 23,099 sq. ft. @ 2650 sq. ft./SAC=8.72 Total Charge: 8.72 Credit Calculation: Cray Research (SAC 02/89) Office (Non-Conforming GSF): 23,099 sq. ft. @ 2650 sq. ft./SAC=8.72 Total Credit: 8.72 Net SAC: 0 —or— 0 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions email me at: cory.mccullough@metc.state.mn.us. Thank you, Cory McCullough SAC Technician Please visit our SAC website by going to: http://www.metrocouncil.org/SACprogram 390 Robert Street North ( St.Paul,MN 551 01-1 805 Phone 651.602..1000 I Fax 651.602.1550 1 TTY 651.291.0904 ( metrocouricil.org M ET ROPOH TAN An Equal OpportutrTty Erna(c yer COUNCIL Use BLUE or BLACK Ink f For Office Use IV � i 7..„,...„ Y Permit#: /5 a... 6,,,/ Cityof Eaafl 12 Zara Permit Fee: L-11 al 3830 Pilot Knob Road ( fl jam_ Eagan MN 55122 eb-7n 7 Date Received: Phone: (651) 675-5675 buildinginspections(EI citvofeagan.com Staff: 2017 COMMERCIAL BUILDING PERMIT APPLICATION Cl I t41 Date: 08/08/2017 Site Address: 655 Lone Oak Drive [0 )° A` ECOLAB Schuman Campus 11 Tenant Name: (Tenant is: New/ Existing) Suite#: Former Tenant: Name: Ecolab Inc. Phone: Property Owner655 Lone Oak Drive, Eagan, MN 55121 Address/City/Zip: Applicant is: Owner I Contractor Type of Work Description of work: Installation of a Generator pad and retaining wall Construction Cost: $75,000 Name: McGough Construction License#: BC455748 Contractor Address: 2737 Fairview Avenue North City: Saint Paul State: MN Zip: 55113 Phone: 651-248-8031 Contact: Mike Sullivan Email: msullivan@mcgough.com Name: Dana Kelly Registration#: 13757 Architect/Engineer Address: 2737 Fairview ave n City: Roseville State: MN Zip: 55113 Phone: 651-634-7799 Contact Person: Dana Kelly Email: dkelly@mcgough.com i Licensed plumber installing new sewer/water service: Phone#: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information maybe classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. 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.citvofeagan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit, but only an application for 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 h equi s re ' and a royal of plans. x Mike Sullivan 7 ,�F 7 Applicant's Printed Name Appli a is Signature Y Page 1 of 3 DO NOT WRITE BELOW THIS LINE I c),3 `/ SUB TYPES j L >, <--. k Or-- _ Foundation _ Public Facility — Exterior Alteration-Apartments ,i`Commercial/Industrial _ Accessory Building _ Exterior Alteration-Commercial _ Apartments — Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae — WORK TYPES vNew Interior Improvement Siding — Demolish Building* _ Addition _✓ Demolish Interior ' Exterior Improvement _ Reroof — _ Alteration _ Repair ! Windows _ Demolish Foundation _ Replace ^ Water Damage Fire Repair V Retaining Wall _ Salon Owner Change *Demolition of entire building-give PCA handout to applicant DESCRIPTION Valuation lc!,,e(;. ' Occupancy (4 MCES System /IA— Plan Review •° Code Edition 2 c l S N(fir. SAC Units (25%_100%T) Zoning City Water Census Code Stories Booster Pump #of Units s= Square Feet PRV #of Buildings Length Fire Sprinklers Type of Construction I,' P.5 Width REQUIRED INSPECTIONS Footings_New Building Deck_Addition Drain Tile v Foundation Foundation Before Backfill w Retaining Wall Vapor Barrier Erosion Control Framing 30 Minutes 1 Hour v Steel Reinforcement Insulation Concrete Entrance Apron Sheetrock Other: Roof:_Decking _Insulation _Ice&Water _Final Meter Size: Siding: Stucco Lath Stone Lath _Brick_EFIS Electronic As-Built Plans Required Windows Fireplace:_Rough In _Air Test Final Final/C.O. Required Pool: Footings Air/Gas Tests _Final t Final/No C.O.Required Final CIO Inspection: Schedule Fire Marshal to be present: Yes 4 No / Reviewed By: E=5 - , Planning New Business to Eagan: "6 Reviewed By: C ' / , Building Inspector FEES Water Quality Base Fee h •,? Storm Sewer Trunk Surcharge 31- C Sewer Trunk Plan Review 5 6, - -C I Water Trunk MCES SAC Street Lateral City SAC Street S&W Permit&Surcharge Water Lateral Treatment Plant Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: Trail Dedication TOTAL: 11.71/ -76' Page 2 of 3 � f. � „ Aug. 26, 2014 3; OOPM Sela Commer� ial No. 0613 P, 2 � Use BLUE or BLACK Ink ��---- ---i � ForOificaUs~^ I �� I �� ' ��1� � Cit of�a an I Permlt�t: _ � y � � ��Cj Z � 20'� � Permit Fee: , / / �� i 3630 pllot Knob Road � , � �agan MN 66122 �Y, � DaEe Recelved: � Phone: (651)675-5675 -"�— i � �ax: (6b1)675-5694 � staff; j �..�____� ___�.-__�J 2014 COIUIMERCIAL BUILDING PERM17 APPLICATION �� Date: Y Slte Address: e a n e. O a /��,. V� � ' �`5�O�/ 7enant Name: �c n �� (Tenant is:_New/_�Xis6ng) 3uite#: Former Tenant_ Name: (.0 Phone: ' PrOpel�y.OW11ef Address/City/Zip: / Applicant is: Owner �( Contractor Descrlption of work: � - � �c�-- �� ° , `S« 'S �' T�/pe of Work „ - o0 . GonstruCtion CosG-� O Name: .sc � �.o e � 'a/ License#: d-�G Contractor Address: F4s ci�y: �� L''-' State:�/'� -Zlp: �5/ n Phone: . d- Cv�0?.3• /9 �'� Cohtact: Jw � � .S C.--.�mail;,, � Name: Registration#: Architec�/Englneer Address: City: State: Zip: Phone: Cor,tad Person: Email: �iceneed plumber installing new sewerlwater service� Phone#: NOT�:Plans and s�lppolting alocuments that.you submlf afQ cons)dered:to 68 public�inf.Ql'mation, Po►tions of the Information may b�classlfled�as non-public lf you provide spec�fic►'easons i'hat wouJd permlt the Glty to ' conc/udethatthe are.trade.secrefs. : � CALL B��ORE YOU DIG. Call Gopher State One Call at(sG1)454-OOO2 for protection against Underground utility damage. Call 48 hours before you Intend to dig to receive locates of underground utiliiies. www. o herstateonecall.or I hereby acknowledge that thls information Is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of�agan;that I unde�stand 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 eview and approval of plans. x , Ci '�. �5 x Appllcant's printed Name Ap ant's Signature Page 1 of 3 . , Aug. 26. 2014 3: OOPM Sela Commercial No 0613 P, 3 . . . � � �� . O�� v�� /��3 DO N07 WRITE B�LOW THIS LINE SUB TYPES Foundation _ Public Faclllty _ Exterlor Alteration-Apartmenfs ✓Commerclal!Industrial Accessory�uilding _ Exterior Alteratlon-COmmercial _ Apartments _ �reenhouse/Tent � Exterlor AltBratioh-Publlc Facility _ Miscellaneous _ Antennae WORK TYPES � New Interior Improvement Siding _ bemollsh Bullding"' _ Additlon _ Exterlor Improvement �Reroof _ Demolish Interlor � Alteration � Repair _ Wlndows _ DemoUsh Foundation _ Replace _ Water Damage _ Flre Repair _ Retalnfng Wall Salon OWneC Change •DemoliHon of entlrA bullding–give PCA handout fo applicant DESCRIPTION � -/ /l� DDD � Va(uatlon �-�--/— Occupancy A '3 �'� MCES System �" �' Plan Review 1�L6�1/�. Code�dition 266'] /NSt3L. SAC Units ( o_ zoning Clty Water Census Code Stories Booster Pump tt of Units � Square Feet PRV #oF Buildings J�— Length Fire Sprinklers Type of Construction � Width REQUIRED INSP�CTIONS Footings(New Bullding) Sheetrock �, Footings(Deck) �lnal/C.O,Required �I Footings(Addition) Final/No C.O.Required I Foundatlon Othar: /F A!�Pl�/�/G Dratn Tlle � ✓� Pool:_Foo6ngs _Air/Gas Tests _Final �/ Ftoof:�Decking �Insulatlon _Ice&Water �Flnal Siding:�Stucco Lath _Stone Lath _Brick Framing Windows Fireplace:_Rough In _Air Test _Final Retalning Wall tnsulation Eroslon control Meter Size� �inal C/O Inspection: Schedule Fire Marshal to be present: Yes " No Reviewed Sy: ��i , guilding Inspector Reviewed ey: , Planning COMM�RCIAL FEES Base Fee �,��G•?i� Water Quality Surcharge 57.S"b Water Sampling Fee Plan Review o •d"' Water Supply &Storage(WAC) MCES SAC Storm Sewer 7runk City SAC Sewer 7runk S�W Petmit&Surcharge Water Truttk Treatment Plant Street l.ateral Treatment Plant(Irrigation) Street Park bedicaEion Water Lateral 7rail Dedicatlon Other: �� Water Quality TO7AL �i Z b 7►'• 2 S'- Page 2 of 3 Use BLUE or BLACK Ink of \\d 4.ii ` I For Office Use ~�C LO / �'4�( 107/114S � City 7 Permit Fee: CJ`/ -7/9 � 1-// 3830 Pilot Knob Road ,r,S /0 Eagan MN 55122 Date Received: Phone: (651) 675-5675 t �,�.�' lm :f:. a ,I 't#Y, s ,..iagtq.1,e 8r3.c,o b:: Staff: '_ ;z 2017 COMMERCIAL BUILDING PERMIT APPLICATION Date: 08/08/2017 Site Address: 655 Lone Oak Drive Tenant Name: ECOLAB Schuman Campus (Tenant is: New/ ✓ Existing) Suite#: Former Tenant: Ecolab Inc. Name: Phone: a Property Owner 655 Lone Oak Drive, Eagan, MN 55121 Address/City/Zip: I. Applicant is: Owner ✓ Contractor Description; of work: Renovation of existing Deck Type of Work r Construction Cost $189,000 McGough Construction BC455748 i Name: License#: 2737 Fairview Avenue North Saint Paul Contractor Address: City: MN 55113 651-248-8031 State: Zip: Phone: 1 Mike Sullivan msullivan@mcgough.com Contact: Email: Dana Kelly 13757 Name: Registration#: 2737 Fairview ave n Roseville Architect/Engineer ; Address: City: f State: MN Zip: 55113 Phone: 651-634-7799 Contact Person: Dana Kelly Email: dkelly@mcgough.com I . Licensed plumber installing new sewer/water service: Phone#: ' NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the i information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they I aretrade secrets. 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.cityofeayan.c amisubscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Mike Sullivan x x Applicant's Printed Name Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE /..moi SUB T 6 .�..� z'rn17i g D(2_ , _ Foundation _ Public Facility _ Exterior Alteration-Apartments Commercial I Industrial _ Accessory Building _ Exterior Alteration-Commercial — Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES _ New Interior Improvement Siding _ Demolish Building* Addition )e 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 Devk- Valuation * Occupancy MCES System Plan Review I< Code Edition 14 i S Al 3 L. SAC Units (25%_100% ) Zoning ' 1 City Water Census Code Stories 9 Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Sprinklers Type of Construction .g Width REQUIRED INSPECTIONS Footings_New Building_Deck_Addition Drain Tile Foundation Foundation Before Backfill Retaining Wall Vapor Barrier Erosion Control ' Framing 30 Minutes 41< 1 Hour Steel Reinforcement Insulation Concrete Entrance Apron Sheetrock Other: Roof:_Decking Insulation _Ice&Water _Final Meter Size: Siding:_Stucco Lath _Stone Lath _Brick_EFIS Electronic As-Built Plans Required Windows Fireplace:_Rough In _Air Test _Final Final/C.O. Required Pool:_Footings _Air/Gas Tests Final Final I No C.O. Required Final C/O Inspection: Schedule 5,0 ,'-.' rshal to be present: Yes No Reviewed By: ✓ ° --� " , Planning New Business to Eagan: ff Reviewed By: �f 44— , Building Inspector FEES Water Quality s Base Fee F ,5-„ Storm Sewer Trunk Surcharge 14°. 77' ' Sewer Trunk Plan Review ! ;'033 , 9-9-Water Trunk MCES SAC Street Lateral City SAC Street S&W Permit&Surcharge Water Lateral Treatment Plant Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: SI Trail Dedication TOTAL: f 2 7 Iq • Page 2 of 3 % it Water Perrnit 14 Treatment Plant EAGAN 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651) 675-5675 1 TDD: (651) 454-8535 1 FAX: (651) 675-5694 Email: buildinains c)ectionsrmcitvofeagan.com Plan Submittal: eplansra_)city2fe ,Aaan.com - - - - - - - -- - --- For Office Use - - -- - - I permit #* 7 1 I Staff: Payment Recvd: .............__Yes _No Plans: Electronic Paper I 2018 COMMERCIAL PLUMBING PERMIT APPLICATION L 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: 10i29/18 Site Address: 655 Lone Oak Drive Tenant: Ecolab Property Owtier Name, Ecolab Name: Schadegg Mechanical Phone: License #* Suite Address: 225 Bridgepoint Drive City: South St. Paul State: MN Zip, 55075 Phone: 651-292-9933 Email: ddo,,ghty@schadegg-me(-,Ii.corii New Replacement Rebuild Modify Space —Work in R,O.W. Type of Work I — Repair __ Description of work: Water Meter Bypass Piping at Buildings A, D, F, and H COMMERCIAL New Construction Modify Space Irrigation System yes no) R PZ PSB) 0 Rziin sc-nsors required on irrigation systems Permit Type -Avg. GPN4 _ (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic. Size & Type Fire: 1 Avg. GPMHiah demand devices? —Yes No Flushometers Yes No COMMERCIAL FEES Contract Value $ 20410 X.01 $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit (includes State Surcharge) Surcharge = Contract Value x $0,0005 If the project valuation is over $1 million, please call for Surcharge Following fees apply when installing a new lawn irrigation system Contact the City's Engineering Department, (651) 675-5646, for required fee amounts = $ 204.10 Permit Fee = $ 10.21 $ 214.311 ...... ... . Surcharge TOTAL FEE $ Water Perrnit $ Treatment Plant Water Supply & Storage State St-ircharge $_214 -Ll TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing tip for an email update On the City's website at www.citvofc-,igan. comi'slbs cribe, _�;`opher State One Call X (651) 454-0002 for undergiound ultilty caniage CALL_@EFORE Y6U_QlQ, Call .J; Itift.)r(patior) is Complete (an u accurate. that th,* work will be in coriforniance with the ordinances and ct,)d", of the C4ty of &igan, ttia trilderstand t!os is not it v tar a p&r[nit, and work is not to start without it permit: that the work will be in acxordance with the apprvvi;d plan it) the cast-,, of work which rfiLititras a revim David D(,.)ughty 4,1 x t x Applicant s Printed Name Hppilcant s signature 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: Amma-i Page 1 ot 3 For Office Use , $ , ! c-5-,I 1 , t Permit#: gr,0,,, EAGAN ++-- •.• Permit Fee: Staff: 3830 PILOT KNOB ROAD EAGAN, MN 55122-1810 RECEI r Payment Recvd: Yes No I (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Email: buildinginspections(c�citvofeagan.com 2019 Plan Submittal:eplans@cityofeagan.com MAY 1 Plans: Electronic Paper J 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: 5 16 19 Site Address: 655 Lone Oak Drive Tenant: Ecolab Suite#: Property Ecolab Owner Name: Phone: Name: Schadegg Mechanical License#: Contractor Address: 225 Bridgepoint Drive City: South St Paul State: MN Zip: 55075 Phone: 651-292-9933 Email: ddoughty@schadegg-mech.com New Construction Addition V Modify Space Replacement Repair Rebuild Work in Right-Of-Way Description of work: New breakdroom sink/ewc and restroom remodel Building A Level 1 Type of Work Irrigation System(_yes/ no) 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)675-5646 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$ 59690 x.015 $60.00 Permit Fee Minimum 895.35 $60.00 PVB/RPZ Permit(includes State Surcharge) $ Permit Fee Surcharge=Contract Value x$0.0005 $ 29.85 Surcharge If the project valuation is over$1 million, please call City for Surcharge $ 925.20 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 _$925.20 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.cityofeacian.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. 65- Applicant's _ X David Doughty x �6 A licant's Printed Name Applicant's Applicant s Signature j 3 f Page 1 of 4 •FOR OFFICE USE Appro red By: '' t Ee. � Required inspections: tinder Ground sough-in " rr Test iGas Test Fillet PRY Required:, ,Yes No Meter Related Items: Meter Size Radio Read Manometer Staff: Page 2 of 4 For Office Use ; ;,� Permit#: •0 E AG N %... Permit Fee: Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 Staff: buildinqinspections(@citvofeaqan.com L 2019 SEWER AND WATER REPAIR / DISCONNECT PERMIT Date:6/13/2019 Fee: $65.00 City Sewer City Water ✓ Repair Disconnect Description Of Work: Remove leaking redundant water valve from irrigation line inside property. Street Address for Proposed Work 655 Lone Oak Dr, Eagan Name: Ecolab Phone: 651-795-5800 Owner Information Address/City/Zip: Same as above Applicant is: Owner ✓ Contractor Licensed Pipelayer ✓ Master Plumber Property Owner Name: Pete Nasvik Phone: 952-448-3002 Address/city/zip: 147 N Jonathan Blvd #4, Chaska, MN 55318 Pipelayer Training Certification Card#: 7619 or Master Plumber License#: I acknowledge that the information is complete and accurate and that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes. I understand this is not a permit, but only an application for a permit, and work is not to start without a permit. Ted Olson Applicant(Print Name) Applicant's Signature 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.citvofeagan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq r For Office Use i �, a Permit#: /�: / II.' 4 s .i .° EAGAN --1 ``+. -......,0 Permit Fee: .0......... Staff: 114 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 rl Payment Recvd: ...Yee No (651)675-5675 I TDD: (651)454-8535 I FAX:(651)675-56 E E V E Email: buildinginspections(a)cityofeagan.com Plans: Electronic Paper Plan Submittal: eplanst&citvofeagan.com JUN 1 9 2019 2019 COMMERCIAL MEG ' - RMIT 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: 06/18/2019 Site Address: 655 Lone Oak Drive, Eagan, MN 55121 Tenant: Ecolab Shuman Campus - NMR Room Suite#: n/a Ecolab 1-800-352-5326 Name: Phone: Address/City/Zip: 1 Ecolab Place, Saint Paul, MN 55102 Name: Schadegg Mechanical License#: Contractor Address: 225 Bridgepoint Drive City. South Saint Paul MN 55075 651-292-9933 State: Zip: Phone: contact: Kevin Wargin Email: KWargin@schadegg-mech.com New Replacement ✓ Additional 1 Alteration Demolition Type of Work Description of work: Install Rooftop Unit and (3) VAV Boxes w/ Re-heat Coil NQir;Roof mounted and ground mounted mechanitpai mechanicalequipment is required to he screened by City Code. Please contacts Mechanical'inspector formation on permitted scnren#19 ftr thods COMMERCIAL ,,"4,";-,`' 4 t, New Construction ✓ Interior Improvement r Permit Type ✓ Install Piping Processed I' Gas 1 Exterior HVAC Unit Under/Above ground Tank ( Install/ Remove) COMMERCIAL FEES 43 604.00 $60.00 Permit Fee Minimum Contract Value$ x.0l5 $75.00 Underground tank removal, includes State Surcharge =$ 654.06 Permit Fee _$ 21.80 Surcharge Surcharge=Contract Value x$0.0005 675.86 If the project valuation is over$1 million, please call for Surcharge =$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeaoan.com/subscribe. 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. signed by Haley wargin Haley W a rg US.E=baley wargin)Uschadegg n e r. Begg Mecbaninal,OU.Projea Engineer, Haley Wargin ;?..., X X 19.08.,;,,:1:05-05'00• Applicant's Printed Name Applicant's Signature QRa� +F 3 + •e7��l� aE - -'''''''''',1;'''x'-'', - reviewed B� l — te> find ,, , � ,.. � ' S�Test ink ^ s`"u i nai ," rj e Ch�� 4cid For Office Use ,�, � � ,� �0fofi_s ::::e: /57,5'6*. i ., , E AG A N ....... 0 d`> q'� GV IVE Date Received: /` /--/ 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 . (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-569 DEC 16 2019 Staff: ,-0.a buildinginsoections(ftitvofeagan.com L 2018 FIRE SUPPRESSION S ERMIT APPLICATION Date: 12/12/19 Site Address: 655 LONE OAK c. Tenant: ECOLAB - TECHNICAL BUILDING 'E' 3RD FLOOR Suite#: 0 Requirements: 2 complete sets of drawings and specifications,cut sheets on materials and components Name: Phone: Property Owner Address/City/Zip: Applicant is: Owner Contractor Type of Work Description of work: RELOCATE HEADS Construction Cost: $300 Estimated Completion Date: 01/28/20 Name: ESCAPE FIRE PROTECTION License#: C-086 Contractor Address: 3000 CENTERVILLE RD. city. LITTLE CANADA State: MN Zip: 55113 Phone: 651-771-8874 Contact: ALEC HELSETH Email: AHELSETH@ESCAPEFIRE.COM FIRE PERMIT TYPE WORK TYPE 1 Sprinkler System(#of heads 4 ) New Addition _Fire Pump _Standpipe 1 Alterations _Remodel Other: Other: DESCRIPTION OF WORK: ✓ Commercial Residential Educational FEES Contract Value$400 x.01 $60.00 Permit Fee Minimum _$ 60.00 Permit Fee Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call for Surcharge =$ .20 Surcharge $100.00 Residential New(includes State Surcharge) -$ 60.20 TOTAL FEE 3/4" Fire Meter-$290.00 =$ N/A Fire Meter _$ N/A 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.citvofeagan.com/subscribe. I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. �2/ xALEC HELSETH x �- Applicant's Printed Name Applicant's Signature FOR OFFICE USE I'I REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Tript Prarrip,4 est Central Station Final Conditions of Issuance: Permit Reviewed by: Date: / 073/ 1 0 ' r '3"t I , For Office Usee Cl�� Permit#:/iOc•• •('',/ EA AN Permit Fee:_6 5 6 . /y Staff: rPayment Recvd: _Yes No I 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 // I (651)675-5675 I TDD:(651)454-8535 I FAX: (651)675-5694 ,/ I Plan Submittal:eplans(acityofeagan.com Plans: X Electronic _Paper j 2020 COMMERCIAL BUILDING PERMIT APPLICATION Date: 2/26/20 Site Address: 655 Lone Oak Drive Tenant Name: ECOLAB (Tenant is: New/ ✓ Existing) Suite#: Former Tenant: Cray 1 Jeffery Marshall (ECOLAB Facilities) Phone: 651-796-6641 Name: Property Owner 655 Lone Oak Drive Address/City/Zip: Applicant is: ✓ Owner Contractor Type of Work Description of Work: Tenant I569mprovement Refresh of Building A Floor 3 Construction Cost: $569,750 Name: McGough Construction (Mike Sullivan) License#: BC719043 2737 Fairview Ave. N Roseville Contractor Address: City: State: MN Zip: 55113 Phone: 651-248-8031 Contact: Mike Sullivan Email: msullivan@mcgough.com Alliiance 20915 Name: Registration#: 400 Clifton Ave. Minneapolis Architect/Engineer Address: `t city: State: MN Zip: 55403 Phone: -874-4100 Ross Naylorrna forallllance.US Contact Person: Email: rnaylor@alliiance.us Licensed plumber installing new sewer/water service: Phone#: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public If you provide specific reasons that would permit the City to conclude that they are trade secrets. 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.citvofeaaan.com/subscribe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Digitally signed by Mike Sullivan XMike Sullivan XMike Sullivan Date 06'00?020.02.26093403 Applicant's Printed Name Applicant's Signature . DO NOT WRITE BELOW THIS LINE /(p(,� ��O / C/ 4 '' SUB TYPES 6.55 r�/?6 0�.� � , J. i �� _ 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 / .'j� -13Valuation �ODD• s"-.' Occupancy QQ MCES System Plan Review ✓ Code Edition 2-Nrill#St SAC Units b1 L 77 -- (25% 100% `' Zoning City Water ✓ Census Code Stories 3 DF '3 Booster Pump #of Units v Square Feet PRV #of Buildings I Length Fire Sprinklers ✓ Type of Construction IT•g Width REQUIRED INSPECTIONS Footings_New Building_Deck_Addition Drain Tile Foundation Foundation Before Backfill Retaining Wall Vapor Barrier ✓ Erosion Control ✓Framing 30 Minutes 1 Hour Steel Reinforcement Insulation Street/Curb Cut Inspection Sheetrock Other: Roof:_Decking _Insulation Ice&Water _Final Meter Size: Siding: Stucco Lath _Stone Lath Brick EFIS ✓ Electronic Set of Final Revised Plans Windows Fireplace:_Rough In _Air Test Final Final/C.O. Required Pool: Footings _Air/Gas Tests _Final Final/No C.O. Required Final C/O Inspection: Sc.;%: 7 Fire Marshal to be present: `/Yes No / Reviewed By: e- , Planning New Business to Eagan: A d Reviewed By: Cidl-t6, , Building Inspector FEES Water Quality Base Fee 38L .7 41-Storm Sewer Trunk Surcharge 2)3S.u-0 Sewer Trunk Plan Review Z'/7'i. 3 9 Water Trunk MCES SAC — Street Lateral City SAC Street S&W Permit& Surcharge Water Lateral Treatment Plant Stormwater Performance Security Treatment Plant(Irrigation) Landscape Security Park Dedication Other: / //__ Trail Dedication TOTAL: v/ S 4ow* IL/ Page 2 of 3 MCES USE:Letter Reference: 20031066 Address ID:5166 Payment ID:431321 /4' ; / 7 2 c2 ( Date of Determination:03/10/20 Determination Expiration:03/10/22 Greetings! Please see the determination below. Project Name: Ecolab USA Project Address: 655 Lone Oak Drive Suite#/Campus: Building A, Level 3 City Name: Eagan Applicant: Mike Sullivan, McGough Construction Special Notes: The project is required to be reported with your normal SAC Activity Report if a permit is issued. Charge Calculation: Office: 12,030 sq.ft. @ 2650 sq.ft./SAC=4.54 Total Charge: 4.54 Credit Calculation: Office(Grandparent 1989): 12,030 sq.ft. @ 2650 sq.ft./SAC=4.54 Total Credit: 4.54 Net SAC: 0 = 0 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size,a redetermination will need to be made. If you have any questions email me at:Jessica.nye@metc.state.mn.us. Thank you, Jessie Nye Manager,SAC Program Please visit our SAC website by going to:www.metrocouncil.org/SACprogram 390 Robert Street North St. Paul. MN 55101 1805 Phone 651.602.1000 Fax 651.602.1550 TTY 6,51 291 0904 metrocouncil.org METROPOLITAN COUNCIL , £0"ie 13A31 V ONialine !. 11 1 I 1 • ilEiD, NVld 21001d .. 4 I,' ..! 4.1.4Lia T.i i r 1 !lit .'' ° 1; 1 I g 1 •1i 1111 I ° d liED 3 3 5 N V 11 1 1 V ..... . . c. 1111! Ili, I 1 I i .'' '' i 11111 g ig ''' 4 1; 11 p I 1 'i i tgi fi i l! , il:,, it 11 i 1! II li .!. Ili 211F,1 III ililtE ii 11 41 ,..: 1 2 $ 1 11„1 1 i ; liot !Il'i 0:I ' 1; 1 li !Ii 11E1; 19 i.illi 4i ;2 I; !! i h 0ii iggi 15i I i' li i 111111;1: il .111 i !i. ii4, gilli -li ..;;;-,Ilifil 01 ; l't iii li' ...." li!'!, iiiiiig,Iii 1,, 1. ig 1 itil ill l!iiiiiillii !I -.. i i Ilp, 1,1 !,.!. 1_1!!1:11 .1,ig.. ig ti LI II '21 ill gii ;1` 115'1 ,l''' iii gi li ;I 1 5111Ill 1111 '1111131 3 1.'1111 i 11 il,;" gill " 1;1! /61 `'/Iii 11 6 ligilill 1 16 ;21iiiligi@l?1! *gbilli,'Oi'illi - i 11"111 lit! .191; ; il; 11 11;1. gli 1;;11 Il 15/g1,-iiiiii 2,,Il ii,ill!il,,,l,t,,,& 111.1 ,-i.,iciiir: 0 © T © I • • C? Y A T al• r: •: , l'Olk. 1 i' ',Il ' ' e ' —I' ' = 6 6 1-\ w. - _---- : - II6 ' ''11 ' I..... hl I ...' 0— ski."-`-1 . I , ,1 pt '';iLl ' 'l ,,.1 ' I - _______ _ _ i I, A 6 1 I 1 1 I i I i , 1 , 1 1 1 1 1 i____,,, 1 I 1 I . I I I — CD— I 1 I I ti , ‘ qIP-1 #k. 0— I t-- -1 ',;1 1 , ( ,!.., I 0, a...., Y.,. --H-... k.i.) i . , k t>+ . ',„.c. °' °°° I 1 .°',-a,.,,^° --I-- I f' 4,77 i , v 1- 7 ( •"--- 1 - - t_ -1 _ [2)---- I Z, 1 1 1 I 1 • (t31S- r For Office Use/ ,I.,. ` :'> ` \ , �t Permit#: / os-76 ,1 .op E AGA N I fil lj Permit Fee: Staff: T 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810ECG VE Payment Recvd: Yes No (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-569 Email: buildinginspectionsCa�citvofeacian.com ' Paper Plan Submittal: eplans(a7citvofeacian.com FIAR Q 5 2020 Plans: Electronic 2020 COMMERCIAL PL - , _ ' 'J IT 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: 3/4/2020 Site Address: 655 Lone Oak Drive Tenant: Ecolab Suite#: Property Owner'' Name: Ecolab Phone: Name: Schadegg Mechanical License#: ,Contractor Address: 225 Brid a oint Drive South St Paul MN 55075 c 9 p City: State: Zip: Phone: 651-292-9933 Email: ddoughty@schadegg-mech.com "' • New Construction Addition I Modify Space O'''''' Replacement Repair Rebuild Work in Right-Of-Way P Description of work: New Breakroom sink and restroom remodels Building A Level 3 Type of Work Irrigation System( yes/ no)( 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 31,830 Contract Value$ x.015 $60.00 Permit Fee Minimum $ 477.45 $60.00 PVB/RPZ Permit(includes State Surcharge) Permit Fee $ 15.92 Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million, please call City for Surcharge $ 493.37 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 _$ 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.citvofeaean.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. xDavid Doughty . x 91,-44/ad Applicant's Printed Name Applicant's Signature Pagel of 4 /e( ' 3 *-76 FOR OFFICE USE Approved By: I Date: L -30 Required Inspections: Under Ground Rough-In r7 Air Test Gas Test _I Final PRV Required: Yes No Meter Related Items: Meter Size Radio Read Manometer Staff: Page 2 of 4