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2963 Center CtCITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 INSPECTION RECORD PERMIT TYPE: Permit Number: Date Issued: SITE ADDRESS: i r} 1. 10 N i?, ? APPLICANT: + ? 11: ? . I 1 ? !if. . I 1 rJr ? i??j??sF?i???? i? R N i I i; i 14111P, I k 1!11 i•t?ii r u a Ei. t,' r rRr,n_ 46i. ? PERMIT SUBTYPE: TYPE OF WORK: ,. . , NF W . ? ? ii i r? ?i %11 E t!. t F 1) r. '•: fl t_ r? I , , I , I i iI , ; , I s•1 i 1 .1 - , 1 14) ;. ? ? 1A , ? J \ Pertntt No. Pertnlt Holder Date Telephone # SNV PLUMBING 9'a 93 ?/? s HVAC ELECTRIC ELECTRIC InspecUon Date Insp. Comments Footin95 I A Foundation Framing Roofing Rough Plbg. Rough Htg. % 30 Isul. Rreplace Final Htg. Orsat Test Fnal Plbg. Y, Plbg. Inspector - Notify Plumher Const. Meter EngrJPlan Bldg. Final S Deck Ftg. Dedc Fnal Well Yr;'q en ! e?n dler t er s . ( Pr. Diap. D (? • i v . C1'Tl 4F EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 ON :CORD PERMIT TYPE: Permit Number: Date Issued; 0.' i fi`) N ci<? / 0 a f 9 1 ? SITE ADDRESS: < <, 1. 10 f; t ,?, h . r, r ?„1i?liPtl i i? PI ( t;? I NUt?`. I It I l1f 1'AkY ?d f ? PERMIT SUBTYPE- rti; APPLIGANT: TYPE OF WORK: 'i ., , i , . ,:;I {I NAMI f IN1!,1! 1 F yAH! : Itl ANIIA 1 Nt INSPECTION ii DA . DA M Ok (it.'; :. !'!I l F}i1 ! 14 1 1 1 1 114141 f'+11J1 1: I;tllltif I 1'; Ab'1'P11VI 11 PermR No. Permft Holder Oate Telephone N S/W PLUN181NG HVAC ELECTRIC ELEC7RJC Inspectfon Date Insp. CommeMs Footings I 9/?A? .? Foundation Framing Roofing Rough Pibg. d ? v Rough Htg. Isul. Fireplace Final Htg. Orsat Test Final Pibg. ? Plbg. Inspector - Notify Plumber Const. Meter Engr./Plan Bldg. Finai r?/f 2 V' Deck Ftg. Deck Flnaf Well Pr. Disp. CITY OF EAGAN Remarks Addition ???-ALE CENTFR 1 Lot 10 Rlk Owner Street state Eagan , rqv 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. 1 2 2$46.oo 28j?.6o 10 STREET RESTOR. GRAOING 6fl ? 1 QQ 59- 0 10 SAN SEW TRUNK 0 10.2 0 SEWER LATERAL 4 1V 469.54 1 WATERMAIN WATER LATERAL 1970 1 WATER AREA 1970 1 STORM SEW TRK 1970 15 * STORM SEW LAT 1970 LS CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. 5AC PAR K t3'? Cmficate nf eccucpanc? ?iti) of "aa .? Vww"S 3«occtin l This Certi}`ecate issued pursua»1 to the requirements of the Uniform BuildiRg Code certifying that at tlte time of issuance this structure was in compliance with the various orrtinances of the Cety regulatiag building constrrrction or use. For the followiRg: uae Classifuation: ?DID-KDG 9ML gWg. pennft xo. 20461 oCCUP-y TYa B2 zmins niwia I I rype coRSc II-N 5'PRIIiK rnwwr of auikhna ?M RYAN Addma 6511 iFM AVE S, MPlS B.--g Addren EERM JiOIktT ?? ;LIO, BS, F.are?avuF CLR Il?ID HC # I /% ? - Dme: Bm7dieg OHicial , P06T IN A CONSPICUOUS PLACE ,:d.low, , WtMficate of C"anq This Cenificate issued prrrsrrant to tlee requirements of the Uniform Building Code certifying that at tlu time of rssuance tfris structwe was in complianre with the various ordinumces of tlu Cery regWating buildiRg construction vr use. For the following: use Clavsificatioo: 0DtVIlM-M0M Il"TROMM aldg. Flnmit No. 218% B2 ?? ? RT RYAN OQdST ???a 6511 ?lAR A?VE S, MnS a? naa? 2q63 CFN1IIt ODUR'f ?L 10, BS, °"?''WE i?TIFR Il?ID PK # 1 , //SA ?- -- aMI&Mg offic- POST IN A CONSPICUOUS PLACE 2 5 9- O L Q ? ?FFl E US ONLY This requesi wid 18 monMs Irom voltdaHOn dale pnnted in *is bo . S?3f? . { PLEASE PRINT OR TYPE Repuesv Dok Roogh-in inspeclion requi ? Yes ? No Inapection Olher Than Rwgh-In: ? Ready Now 0 Witl Cvll (tYoo mael mll the inspecmr whe n ready) Date Reody: I, Jo/licensed coniracfor Q owner here6y reques} inspeciion o4 the obove electrical work of: Job Addrees (Straet, Bov, or Rome No.) Glry Zip Code 2°Lt) , e . ., F? Saiion No. Tawnship Name ar No. Range No I Occupant N no RD `6 `J- 5 S-iv Power Supplier Pddrezs ?U Jn Eleanwl Conkawr (CompanY Nome) Convanor license Na. NwsMr Lic Na ?Plam Eled. Only? C? A ? Moiling Mdress (CoMmcror or Owner Performing Insbllafion) AuMonad Signobre (C clor or Ownar PaAorminB Inskllotion) Phorre No. EB.OO& IA-10 y(95v 'STATEBOARDCOPY-SEEINSUE7IONSONBACKOFYELLOWCOPY II I II IIN IIII REQUEST FOR ELECTRICAL INSPECTION SW.- 5 9 q 2 8`I * Phone (812) 642-0800 J?/W9(y upe: Ap Home t. Bldg. Other:°??c?'?."t New Addn n ommercial Indushial Fartn - E- Remad Re air r Cond. Htg. Equip. Wafer Hfr. Load Mg . 01Fier: D er Ron e Elec. Heat Tem . Service 'X" above the work mvered by this request Enter remarks in fhis space and on t6e 6ack of ihe whife copy only. Calculafe Inspecfion Fee - ihis Inspection Request will nof be ocrepfed withaut }he mrreci fee: Olher Fce ,i` Service EMrance Sae Fee # Circvils/Feeders Fee Mobile Home Park Sfall 0 to 200 Amps I dIW 0 to 100 Amps Streef L}g./Tmffic Sig. Above 200 Amps Above 100 Amps 510 Trons{ormer/Generotor ? INSPECTOR'SIISEONLY T?TAL / 5-0 $ign/OWline L}g. Xfmr. ? ? v ;? - s Alarm/Remote Control $wimmingPool I hembc.fi+hatllmectedtheel 's?allali h?einon dab?:bbd Irrigalion 8aom Rough-In S ecial Ins ecfion ? p p Investigotive Fee Final Minnesota State Board of ElecVicity 'f827 University Ave., Rm. S-128 St. Paul, MN 55104 THIS INSTALLATION MAY BE ORDERED DISCONNECTED F NOT COMPLEfED WITHIN 18 MONTH3. a 1? 9f??' ?Q # ? ? 0 Requ t Date Y ? Fir No. 11 I` ` gh-in Inapection equiretl? !..runi? ' ? Reatly Now Q Notity Inspeclor When Reetly? 7 Yes Ifdlicensed comracror p owner hereby request inspection of above elechical work at: Job Atltlress (Street. Box or Route No.) 3 e rt t Gity 4L w =,, ,ei, „ Section No. Township Name or No. Ha No. Co 061`. 4 T Occupant (PRINT) V ( I kN 1 PhonyNO/ ? s1 / e .? `l ??o --i c Pow r Suppuer . S P. AtlCress m iZIi Eu ?+u. ueWk.-t ??/, ElecVic I Gom atlo? ICOmpany Name) ' ` < ? S Contractor§ License No. /ZD ? C# c ? ?-q C <C - t? ? 6 Mailing Atldress iCOmrecto, or Owner M1aking Installa/uf+ nI / ??//}?f D?C.?../?/. ,ii)?????? / Amhoriz c SgnaWre iCOnlracto,iOwner Maxing InslallaLOn1 PM1One Number -4 9 8 68z S MINNESOTA STATE BOARD OF ELEICITV THIS INSPECTION REOUEST WILL NOT' Griggs-MlUway 810g. - Room 5413 BE ACGEPTED BY THE STATE BOAR?,-' 1821 University Ave. St. Peul, MN 5510E UNLESS PROPEF INSPECTION FEE 15 Vhone (612) 602-0800 ENCLOSEO. I , REQUEST FOR ELECTRICAL INSPECTION ,'"EB-0000ry1-08 7 d- llir See Insvucnons for completing fiis larm on eflck al yellow mpy, ?- 9 7cO'i "X" Below Work,Govered by This Aequest ??•' ew Add Repr TypeotBuilding AppliancesWired EquipmeMWired Home Range Temporary Service Duplex Water Heater Electric Heating Apt. Builtling Dryer Other-(Specify) Comm.llndustrial Fumace Farm Air Conditioner OtOer(specityl CanVacror's RemaBS: . Compute Inspectian Fee 8elow.' # Other Fee Service Entrance5ize Fee # Circuils/Feaders Fee # 0 ro 200 Amps 0 to 100 Amps z Swimming Pool TrSnsformers ' Above 200 4111 Amps Above 100 _ Amps Signs Inspecror6 Use Only: 7 T TAL s ? Irri ation Booms Q? _ g Special Inspection aiarm/Communication THIS INSTALLATION MAY BE ORD ONNECTED IF NOT Other Fee COMPLETED WITHIN 18 THS. L the Elecirical Inspector, hereby Det , Roug h-in certify that the above inspection has F;,,ai --? ( oeie been made. OFFICE USE ONLY This reQUest voitl 18 monlhs Irom Seriai # M0 cnip # W33 y16 ' Permit # a- 160 (? ? Address: 1%?j (? a7f? C't'- 1 AGREE TO COMPLY WITH CtTY OF EAGAN ORDINANCES Signature: ` f7aizt,. _ P/h a. • Y)A-P-? _ _ ._3/.y -_ 'Sertal # 4??8' k'/ 9 64 Chip # /j .1 7 / 7 YS / Permit # o? / O D ? ? Address:?2 /? _3n?? 1 AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES Signature:?-,, ?a PERMIT 0Tfi( OF EAGAN ?. 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 ? ? / PERMITTYPE: auiLorNc Permit Number: 021898 Date Issued: 0 9/ 0 9/ 9 3 SITE ADDRESS: 2963 CENTER G7 LOT: 10 BI.OCK: 5 EAGANDALE CENTER INDUSTRIAL PARK #1 P.I.N.: 10-22500-100-05 DESCRIPTION: TENANT: BLANDA INC B41.1dfrtyyPermzt Type COMM./IND. MISC. ¢uilditc6-4tark Type TENANT FINISH 8e IIccupanov B-2 ? r- ,- -, ??? 0 cl A? ??? (LN ?.??'° 0 `?u n! REMARKS: DO NOT ISSUE C 0 UNTIL LIGHT POWER BUDGET IS APPROVEp FEE SUMMARY: Base Fee Plan Review Surcharge Total Fee VALUATION $207.00 $194.55 $10.00 $351.55 $20,00@ N?0T45T-INC, R J PP 128664632 R0 TtYA" J"'R4'FfN CONST INC 6511 CEDAR AVE S 6511 CEDAR AVE S MINNEAPOLIS MN 56423 MINNEAPOLIS MN 55423 (612) 866-4632 (612)866-4632 I hereby acknowledge that X haVa read thia applicatican and state that the information is correct and agreg to cotnply w3;th all appiicable Statio tzf Mn,' 5taty es and City Qf Eagan Clydx;nances. ? APPLICANT/P RMITEE SIGNATU ISSUED 8:51 ATURE I REACTIVATE _ PERMI? i` JL14qa CITY OF EAGAN 1993 BUILDING PERMIT 68'i-4675 APPLICA , _ 08 ?, SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy energy calcs. COMMERCIAL 2 sets of architectura7 8 structural plans, i set of specifications, 1 copy of energy calcs. 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 i:s requested once permit is issued. Date /c;P7/ '91 Yal uat i on of work a?0,?f1 a° Add Si ress: te SiREFT fUITE M / ?6' ??? ? + ?---- - Tenant Name: (commercial only) ,, ? LAT BLOCK SUBD. ?,v?ra. _I„?j r„f ? ? r,?} P.I.D. N Descri tion of work: 90 7'_ 'A???? The applicant is: 0 Owner J?rContractor ? Other (o.s«iee) Name j° oa/ Phone ???Id Property LAST "R: Owner Address 0?`/ n- SiREET iTE t State Alv{^? Zip Cit y Company ? ONS? Phone 76,777 -5 a' Contractor Address 6??? EY??dn- ??-t ,'9<:) _ License N Exp. City ?S• State ziP Company Phone Architect/ Engineer Name Registration # Address City State ZiP Sewer & water licensed plumber . Processing time for sewer & water permits is two days once area has been approved: i hereby acknowledge that I h e read this application and state that the information is correct and agree to comply with al] applicabl State of Minnesota tatut s and City of Eagan Ordinances. 5lgnature of Applicant: r OFFICE USE ONLY BUILDING PERMIT TYPE ? OI Foundation ? 06 Duplex ? il Apt./Lodging O 02 SF Dwg. ? 07 4-Plex ? 12 Rlulti. Misc. ? 03 5F Addition ? OB B-Plex ? 13 6arage/Accessory ? 04 SF Porch ? 09 12-Plex ? 14 Fireplace ? 05 SF Misc. O 10 Multi. Add'1. O 15 Deck woRK rrPe ?d:??ltew- ? 33 Alterations Cfi 35 Tenant :F:i:n:is ? 37 Demolish ? 32 Addition El 34 Repair 0-36'M3ve GENERAL INF ORMATION Const. (Actual) ' Basement sq. ft. MWCC System (Allowable) lst F1. sq. ft. City Water UBC Occupancy R-2 2nd F1. sq. ft. PRV Required Zoning Sq. Ft. total Booster Pump k of Stories Footprint Sq. ft. Fire Sprinkler length On-site well Census Code ,3 27 Depth On-site sewage AC Lode c?,,tSwS bl?l?. ? ?`-vC APPROVALS Planning Building Assessments Engineering Variance REQUIRED IN SPECTIONS ' O Site O Footing Pf Framing 0 Insulation ? Wallboard PL Final 0 Draintile ? Fireplace ? 16 Basement Finish O 17 Swim Pool V 18 Comn./Ind. ? 19 Comm./Ind. Misc. O 20 Pub11c facility ? 21 Miscellaneous .0 Permit Fee Surcharge Plan Review License MWCC SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Trails Ded. Copies Other Total: .:PC r7, oc) I wtLet;m: rC,cc l -?,u $ .2-D oc n SAC % SAC Units CITY'OVEAGAN A-3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: P.I.N.: 10-22500-100-05 SALE) COMM./IND. NEW B-2 II-N SPR I1 125 120 1 15,00@ PERMIT PERMIT TYPE: Permi[ Number: Date Issued: 2963 CENTER CT LOT: 10 BLOCK: 5 EAGANDALE CENTER INDUS7RIAL PARK #1 DESCRIPTION: c 1? BUILDIN? ? 020961 06/19/93 ), r C1??? ?L1 r' BLDG 3HElL(FOR B,u`ildingi,?Permit Type 9uilding Work Type ;'UBC Occupancy?., ? Construction Type ?Zoning ? Building Length ) euilding Width ? Byilding stories - s - ._S,quare Feet ' ?.._.? VA?" i. ? REMARKS: S & W pLBR - FEE SUMMARY: Base Fee Plan Review Surcharge SAC SAC 8 SAC Units Subtotal VALUATION $200,000 $989.50 CITY SAC $643.18 S S W PERMIT $100.00 S & W SURCHARGE $2,250.00 TREAT MENT PLAN7 100 ROAD UMIT 3 PARK DEDICATION $3,982.68 TRAIL DEDICATION Total Fee CONTRACTOR: RYAN CONST INC, R 6511 CEDAR MINNEAPOLIS (612) 866-4632 - Applicant - J 28669632 AVE S MN 55423 $10,834.07 OWNER: RYAN RON 6511 CEDAR AVE 5 MINNEAPDLI3 MN 55423 (612)866-4632 I hereby acknowledge that I have read this epplication and state that the information is correct and agree to comply with all applicab2e State af Mn. Statut's and City of Eagan Ordinances. L ? ?I?Q,? .Pl A APPLICANT/PERMITEE SIGNATURE UED FY: IGNA RE ? T? $300.00 $100.00 $.50 $972.00 $2,059.20 $1,916.65 81.503.04 REACTIVATE _ PERMIT t _ ?09 ?1 cirr oF EAGaN 1993 BUILDING PERMITAPPLlCATION $104,;4v 681-4675 SIN6lE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy calcs. COMMERCIAL 2 sets of architecturai & structural plans, 1 set of specifications, i copy of energy calcs. 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 /1 J 3 4aluation of wor Site Address: ?°° 296 w- SiREET SUITE ? 7enant Name: (commercial only) IDT ? BLOCK SIIBD.?`pf,?l? . Y•I•D. * ' ? Descri tion of work: .v; 7.1',?c /vI? 4L? `-- The applicant is: ? Owner Contractor ? Other (oeaortbe) Name Phone Property L.St I-rsST Owner 65 qddress STREET $TE 0 City State %'^?%? ZiP Company z' ?i --G??? Phone c'6/- 14? Contractor Address L<-?l/ E.an- N, License # Exp. City lll?,?? ? State Zip Company !Y'.?'? ' 40r1 L Phone lk??? Architect/ Name Registration /j 6tl:Z Engineer Address . City State 2ip S ? Sewer & water licensed plumber . Processing time for sewer & water permits is two days once area has been approved. I hereby acknowledge that I have read this appl.ication and state that the information is correct and agree to comply with, 11 applicable St of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: ? OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 foundatian ? 06 Duptex ? 11 Apt./Lodging C] 02 SF Dwg. ? 07 4-Plex E3 12 Multi. Misc. ? 03 SF Addition ? 08 8-Plex ? 13 Garage/Accessary ? 04 SF Porch ? 09 12-Plex O 14 Fireplace 0 05 SF Misc. ? 30 Multi. Add'l. ? 15 Deck WORK TYPE ? 31 New ? 33 Alterations O 35 Tenant Finish 32 Addition ? 34 Repair ? 36 Move GENERAL INFORMATION 9-- : ? 1kd$rsenienC°F?p''sh ? 17 5wim Pool ? 18 Comn./Ind. 19 Comm./Ind. Misc. ? 20 Public Fatitity ? 21 Miscellaneous ? 31 Demolish Const. (Actual) _U?N SpR Basement sq. ft. MWCC System Y Q (Allowable) ist Fi. sq. ft. City Mater UBC Occupancy PR- 2 2nd F1. sq. ft. PRY Required Zoning ?L Sq. Ft. total ), vo0 Booster PumP s of Stories Footprint Sq. ft. is°°p Fire Sprinkler Length I2o ' On-site well Census Code ,32. Depth i?• pn-site sewage SAC Code ? ?0 APPROVALS ?? ? CA^ ? a - Planning Building Assessments ? Engineering ?. Variance RFGIUIRED INSPECTIONS ? Site l7 Wallboard ? Footing ? Fina1 ? Framing ? Draintile ? Insulation ? Fireplace Permit Fee I S4. 5?`' v.w.c;a,: g?-U C?0 c7 Surcharge /oo ,00 Plan Review License ^ MWCC 5AC ,Zy .oo 3x rySc a Z2-i'U City SAC 3oo,vo Gr Water CDnn: 3 ycjp? ? ? n o.. Water Meter Acct. Deposit , , S/W Permit vo 3 x3211-= `) 7z ' S/W Surcharge , sv ., X: P' , "i s °'O (, 1 Treatment Pl. q72,00 , - i ? Road Unit rk Ded P 2 asq,zo J,7C? q-? x li"7c3 = Zp,?ej, 2v . a Trails Ded. iSo3.oH p?Ll2 , Copies Other ?-- 7 6666 5a=?t jqlb,b? 7ota1 : ? U83 o , SAC % ?oD SAC Units _,? 1,7~ x16 5q = 15-o3.o 0 . PLEASE COMPLETE FOR ALL COMAERCIAUINDUSTRIAL BUILDINGS. ALSO COMPLETE FOR APARTMENT BUILDINGS OR OTFER MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMTTS ARE NOT REQUIRED FOR EACH DWELLING UNTT. 0 D. :;'E: odw,_ .? ? 1992 CO"?';'ItA^.I' ?RICE: $ / NEW BUILDING I1v'TERIOR IMPROVEMENT WORK DESCRIPTION: J?.(/9GF ?5?) y???EcbF ?/l'Ck < Rc90r Tott FEES 1% OF C4NTRALT FEE $ PROCESSED PIPING: $25.00 MINIMUM FEE: $25.00 STATE SURCHARGE $.50 FOR EACH $1,000 OF PERMTf FEE. .,_ .. .. .... . . .. .. TOTAL $ aS yaa STTE ADDRESS:,,a9?103 et/zF/'cn,,Z ?°rscp?2T S'S/Z / OWNER NAME: C'niz/STkUC.T,zncrTELEPHONE #: TENANT NAME: (IMPROVEMENTS ONL1) P, T k YIa41I X4,b<T INSTALLER: lyFigrl &L"''C ADDRESS: '`/5?a I ?'A?2ll /DZ , CTTY: 041&? E%3/ STATE: WZIZ/ ZIP CODE: TELEPHONE #: IGNE OF PERMITTEE Y-a -93 AG4! Ag?_ ,e:s CTI'Y INSPE OR . 9?6-93 t4- 30 30 1993 MECHANICAL PERMTT (CONIIVIERCIAL) CITY OF EAGAN 3830 PIIAT KNOB RD EAGAN MN 55122 (612) 6814675 ?f ? PLEASE COMPLETE FOR ALL COMMERCIALJINDUSTRIAL BUILDINGS. ALSO COMPLETE FOR APARTMENT BUILDINGS OR OTHER MULTI-FAMILY BUILDINGS WHEN SEPARA'I'E PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNTf. DATE: .4t, P;IQ /g 4,3 CONTRACT PRICE: $ae NEW BUILDING INTERIOR IMPROVEMENT WORK DESCRIPTION: 1% OF CONTRt1CI" FEE PROCESSED PIPING: MINIMUM FEE: STATE SURCHARGE TOTAL FEES $ X $25.00 $25.00 .50 $.50 FOR EACH $1,000 OF eERMI';t' FEE. ?....... $ d/<2 %n SITE ADDRESS:?p?,? OWNER NAME:)?TkYi4iLl TELEPHONE #: &.6 `I6 3zw- TENANf NAME: (IMPROVEMENTS ONLY) INSTALLER: /j'Jl-2= f?lll9G ADDRESS: ?7 Fs?c9 i ;;'iqg K ? CITY: ehi?.S?5E/L/ STATE:^/J'i'/J/ ZIP CODE, 4;7<-3>'7 1993 MECHANICAL PERMIT (COMIVIERCIAL) C1TY OF EAGAN 3830 PIIAT KNOB RD EAGAN MN 55122 (612) 6814675 TELEPHONE #: PLEASE COMPLETE FOR ALL COMNIERCLAI,/INDUSTRIAI, BUI1 DINGS. ALSO FOR MUI.TI- FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLIlVG LINTT. L-`NEW CONSTRUCfION ADD ON REPAIR WORK DESCRIPTION: RA-- . CONTRACT PRICE: ?:`.. . FEE: 196 OF CONTRACT FEE. STATE SURC$ARGE: $.50 FOR EACH $1,000 OF ?M FEE. MINIMUM FEE: $ 25.00 CONTRAGT PRICE X 1% STATESURCHARGE TOTAL $ -a-?- • 50 SITE ADDRESS: _ P /`?3 CeENTr--r CT TENANT NAME: R\n N Ql?a, . STE. # OWNER NAME: R,? g.nltiV coNsT- INSTALLER: n x kvr? P 1 ? --c h`4 nnnxESS: 3c?5o K?ti N?-a? Or a- CITY: Z?-7/s9 ft-IJ STATE: Mv- ZIP CODE: 55-0 PHONE #: _YS-? 6?ys FOR• • al ' ? CITY OF EAGAN APPLICANT PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PII,OT KNOB RD EAGAN MN 55122 (612) 681-4675 _ city of eagan TO: DIANE DOWNS, UTILITY BILLING CLERK FROM: ED KIRSCHT, SR. ENGINEERING TECHNICIAN DATE: OCTOBER 19, 1993 SUBJECT: REF COMPUTATION 2963 CENTER COURT LOT 10, BLOCK 5, EAGANDALE CENTER INDUSTRIAL PARK RYAN BUILDING MEMO I have computed the REF's for Lot 10, Biock 5, Eagandale Center Industrial Park located at 2963 Center Court. The total REF's are 6.7. My computations are based on a site plan prepared by R.J. Ryan Construction, Inc. dated April 22, 1993. The total lot area is 1.77 acres of which 1.03 acres (58%) is considered impermeable surface. 01???? Edward- J. Kirs ht Sr. Engineering Technician cc: Mike Foertsch EJK/je ?I(;, I?n, ?!;:?;;I????.?? Lrr?r ?t'?, ??. d 111b'citV oF eegan ? THOMASEGAN Mpyor May 18, 1993 PATRICIA AWADA SHAWN HUNTER SANDRA A. MASIN . THEODORE WACHTER Council Members TOM RYAN THOMAS HED6E5 R J RYAN CONST INC citv aaministiotor 6571 CEDAR AVE S E. J. VAN OVERBEKE MINNEAPOLIS MN 55423 Ciry Clerk Re: Proposed Ryan building - 2963 West Service Road Dear Mr. Ryan: We have completed our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. The comments listed below are limited in scope to selected areas of speciai concern and are not intended to comprise a compiete and exhaustive report. The structural engineer of record must complete the enclosed Special Inspection and Testing Schedule form. Please return the form to our office after obtaining all of the proper acknowledgement signatures. Each special inspector, fabricator, and testing agent must submit a Final Inspection/Test Report or Certificate of Compliance, as applicable, to our division 6efore a Certificate of Occupancy will be issued for the building. Guidelines for speciai inspection and testing accompany the schedule-- Uniform Building Code (USC), sections 302(c) and 306(c) and (g). 2. Please note that the Uniform Building Code Standards referenced in the building code (a fist occurs in chapter 60) is a part of the code. Other standards providing equivalent performance may be used only when such alternates are approved by the building official under the provisions of Section 105 of the building code--UBC, section 6001. 3. Provide certified verification that the proposed lighting power budget complies with the Model Energy Code (MEC), section 505 as amended by Minnesota Rules, part 7670.0800, subpart 2. P{ease note that this amendment requires, with certain modifications, the budget to be calculated in accordance with 1993 criteria as specified in the Code of Federal Regulations, title 10, part 435.103. An information packet and worksheets are available from the Department of Public Service Energy information Center, telephone number 296-5175. MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN, MINNESOiA 55122-1897 PHONE (612) 681-4600 FAX: (612) 681-4612 TDD:(612) 454-8535 THE LONE OAK TREE THE SVMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunlty/Affirmaflve Acilon Employer MAINTENANCE FACILITY 3501 COACHMAN POINT EAGAN, MINNESOTA 55122 PHONE: (612) 681-4300 FAX: (612) 681-4360 iDD:(612)454-8535 TOM RYAN MAY 18, 1993 PAGE TWO 4. Please submit two copies of certified electrical, mechanical (HVAC), plumbing, and fire-suppression systems plans--Minnesota Rules, chapter-part 1800.5200 and UBC, section 302(b). 5. Provide a letter of SAC unit determination from the Metropolitan Waste Control Commission. 6. Provide signage at the handicap parking stalls, visible from the vehicle parked in the stall. It is our hope that this report will be of benefit to you in achieving a project that complies with the various state and local codes, laws, and ordinances. Sincerely, Joe Merchak, Construction Analyst Protective Inspections Division Department of Community Development Enclosure JM/mg cc: Ron Ryan, Engineer Len Lampert, Architect Doug Reid, Chief Building Official Construction Inspectors / TO 1. LocationZ.L- 2. Nature of Work ` • CITY OF EAGAN ? • • ? • , , ? ? ti , C'o 1) r7-e YERMZT WZTHZN CITY PROPERTY/RIGHT-OF-WAY/EASEMENTS (1-12, Page 1 of 5 L? f /ti ,?Gt?o%s Vs !-? ru J f'Arfc n ? r 3. Indicate below items to be affected and include a sketch or plan of work to be done. Curb 6 GutteY Street Surface Trail/Sidewalk Trees: Pond/Wetlands Public Traffic Control Devices/Signs Private Drainage Utilities Structures/Buildings Other 4. Method of Installation or Construction (?yoJ?9 I.u;,T,o /?f" ?+'9 i o 5. Work to start on or after: and shall be completed by: unless an extension granted to: by: DATE STAFF/DATE 6. Will detouring of traffic be necessary? . If necessary to detour traffic, describe suggested route: DETOURS: The Director of Public Works shall be notified in writinp at least 72 o s in ad ance of any detour being established, changed or discontinued. NAME OFAPPLICANT •J J?i - ? f,- YHONE O d?O` ADDRESS pJl? L,EDAr? ?'V Y-Q LEASE YRINT /fjD S / //?V/ S?7d? ?/? STREET if CITY n STATE 2IP NAME OF PARTY OR ORG? ?I T ON PERFORMING WORK K ??'D,(/K ?I?s CONTACT PERSON: , Xl? EM GENCY (24 HR. ) PHONE ADDRESS DAY PNONE STREET CITY STATE ZIP The undersi? ed herewith accepts the terms and conditions of this permit by the City of Eagan as herein co tained and a e to fully comply therewith to the satisfaction f the City of 1917 Eagan. Signe • ? Title:?/ _ DATE: •---------------------------------------------------------------^ --------------------------- FOR CITY USE ONLY AUTHORIZATION OF YERMIT FINANCIAL SECURITY: AMOUNT: Fee: $ f0, `!4 ReceiptNo.CR 03664 TYPE: (Cash,bond,IAC,etc.) Yermit No. In consideration of agreement to comply in all respects with the regulations of the City of Eagan covering such operations, and pursuant to authorization duly given hy said City of Eagan; permission is hereby granted for the work to be done as described in the above application, said work to be done in accordance with special provisions.as hereby stated: APPROVED BY: DEPT. OF PUBLIC WORKS BY: 9-29-?3 /DATE ALL LEGAL REQUIREMENTS SHOWN ON REVERSE SIDE AND ON ALL "SPECIAL PROVISIONS" TO BE COMPLIED WITH! THE DATE WHEN WORK IS COMPI.ETED MUST BE REPORTED TO THE EAGAN CITY ENGINEER. Permit No. Page 2 of 5 PERTINENT REGlTIATIONS Safety 1. Traffic shall be allowed to pass and to be protected at all times. If it is not possible to allow traffic to pass, a suitable detour must be provided and plans submitted to the Director of Public Works 72 hours in advance. 2. Barricades shall be erected in a manner which will provide suitable visibility in all directions. All barricades shall be in good condition, and all signs shall be of such size and legibility to provide adequate warning to oncoming traffic. At least two 7" flashing amber lights shall be mounted on each end barricade with one on an advance warning sign. 3. Excavations must be shored or sheeted when necessary to prevent under-mining of roadway, trailways, utilities, or for safety reasons. 4. Guys or stays shall not be attached to trees on right-of-way or pxivate property without written permission. 5. Flagnen shall be furnished by the party or organization performing the work whenever the work being done creates a hazard either to the traffic using said road or the personnel engaged in the construction, or when directed to do so by the City. OPERATIONS 1, Permit on Job--Permits or copies shall be kept on the site of the work while it is in progress in the custody of the individual in charge, and shall be exhibited upon request made by any City official. 2. Provisions and Specifications--These general provisions, specifications and Std. Plate P-1 shall be considered as forming an integral part of each and every permit issued for operations within Eagan. The work suthori2ed by this permit shall be done at such time and in such manner as shall be consistent with the safety of the public and shall conform to all requirements and standards of the City. If at any time it shall be found by the City that the work is not being or has not been properly performed, the permittee, upon being notified by the City, shall immediately take the necessary steps, at his own expense, to place the work in condition to conform to said requirements or standards. 3. Execution--The permittee shall use diligence in the execution of the work authorized under this permit in order not to endanger or unnecessarily obstruct travel along any xoad ox trailway. Operations shall be so conductad at all times as to permit safe and reasonable free travel over the roads and trailways within the limits of the work herein prescribed. All safety measures for the free movement of traffic shall be provided by the permittee at his own cost. 4. Coriformity to Laws--The installation shall be made in conformity with all applicable laws, regulations and codes covering said installations. All installations shall be made in conformity with regulations of governmental agencies for the protection of tlie public. e. The applicant shall furnish a bond or financial guarantee in the amount to be determined by the City which is requixed to ensure adequate & timely completion of repair. This bond or financial guarantee shall remain in effect for.2 years subsequent to completion of street repair to pzotect the City from defects in material, worlmanship or non-compliance with City Standards or specifications. . , Yermit No. Page 3 of 5 b. The applicant shall furnish evidence of puhlic liability insurance of not less than $100,000/300,000 and property damage of not less than $25,000 issued by an insurance company authorized to do business in the State of Minnesota on which the City is named as an additional insured patty. c. Except for the negligent acts of the City, its agents and its employees, the permittee shall assume all liability for, and save the City, its agents and its employees, harmless and defend same at its sole cost and expense fxom any and all claims for damages, actions or causes of action arising out of the work to be done herein and the continuing uses by the permittee, including but not limited to the placing, constructing, and reconstructing, maintatning, protecting and use of said facility under this application and permit for construction. 5. Existing Facilities--The utility facility and installations shall not interfere with any existing utility facility on the City's right-of-way or easements. It is the responsibility of the applicant to call for necessary locations of existing utilities. (Gopher One 454-0002) 6. Private Property--The work permit or permit for construction as issued does not in any way imply an easement on private property. 7. Quality of Work--Finished surface, base and sub-base of road or trailway upon completion of work shall be at least equal to or hetter than specifications of originally provided road or trailway in accordance with City Standard Specifications. Surface shall be finished within 48 hours unon comvletion of backfill. 8. Curr_ng Trees--The permission herein granted does not confer upon the permittee the rig?.- to cut, remove or destroy trees or shrubbery within the legal limits of the rig:`.-of-way, easements that are not specifically identified on the plan attached to this permit or relieve permittee from obtaining any consent otherwise required from the owner of the property adjacent thereto. 9. Drainage--All waterways and lines of drainage shall remain operative, 10. Pole Anchors--Poie anchors, anchors, bracea or other construction will be permitted within right-of-way or easements and will be approved on a case by case basis. 11. Driving Limitations. a. Driving or parking on City trails or sidewalks shall only be permitted for those operations requiring direct access to the boulevard area. 6. Vehicles operating or parked within the right-of-way area shall utilize their warning flashers at all times. c. Vehicles driving on trails or sidewalks shall not operate in excess of 5 miles per hour. Vehicles shall operate at slower apeeds vhen weather conditlons, trail conditions, poor visibility, obstructed sightlines or other conditions require special precautions to ensure the safety of trail users and the general public. d. Driving shall not be.pern¢itted within those boulevard.areas where damage to turf trailways or other infrastzucture may occur. e. Vehicles shall not be parked on trails or sidewalks in such a manner as to unnecessarily impede the safe and efficient use of trailways by the general public. Permit No. Page 4 af 5 12. Vehicles or equipment traversing roads or trailway surfaces shall not utilize studded or chained tires, caterpillar traction, or any other form of traction which will result in damage to the surface. 13. Clean-Up--Street, trailways and affected right-of-way shall be scraped clean at the end of each mork day and swept clean after constructSon is completed and left in a neat and presentable condition. 14. Trees and Ve getati on -Burning or disking operations and/or the use of chemicals to control or destzoy trees, brush and other vegetation is prohibited without prior approval from the City. 15. Replacement of Sod--Wherever top-soil and sod are disturbed, they shall be replaced end maintained satisfactorily until the turf is established. The undersigned hereby declares he/she has read and will comply with all tha PERTINENT REGUTATIONS as stated above and relevant City Ordinances. DATE: SIGNED: Revised Sf93 LTS#1-PERMIT.FM ??? v VI J PROPERTV tINE L SAME AS REMOVED (3" IrNNIMUTA) SAME AS iiE/AOVED (6" MINIMtJM) TRAILWAY 1. Curb and Gutter shall be removed only after saw cutting at joints and replaced according to specifications or Standard Plate. 2, Bituminous pavement area removed shall be saw cut prior to.patching. 3. Boulevard sod removed shall be replaced with minimum 4" of topsoil and cultured sod. 4. 2341 bituminous wear course shall be paved between May lst and November 15th for permanent patch. Temporary cold mix patch should be used November 16th to April 20th (or as permitted by weather). 5. Class 5, 100% crushed aggregate base. 6. Roadway closures in accordance with Appendix B- Traffic Control for street or highway work zones - MnDOT/MUTCD. 7. Bituminous trailway closure requirements same as roadway in #6 above. B. Backfill shall be thoroughly compacted by the "Specified Density Method" of compaction. All suitable backfill material placed below a depth of five (5) feet below the final pavement surface shall be placed in maximum lifts of twelve (12) to eighteen (18) inches and compacted to a minimum ninety-five (95X) percent of ASTM Specification D698- 64T (Standard Proctor Density), method "A". All suitable backfill material placed -within five (5) feet below the final pavement surface shall be placed in lifts not to exceed twelve (12) inches and compacted to a minimum of one-hundred (lOD%) percent of the above ASTM Specification. ity o1 eagan STREET AND BITUMINOUS TRAI! WAY appfOV@CI ; Standafd C plate PUBUC EXCAVATIONlPATCHOETAIL ? WORK$ 5/93 . -? DE PARTMEN TRT,FFIC CONTROL REQUIREMENTS P , ? . , (To be ueed PRO.TEC1' NAMB , LOCATION ,C/D11651 SPECIAL ZNSPBCTION ANA TESTIxiG BCHEbULE I / fn accordance aith the "Cuidelines for Special Inepection ind Teating") eef!rTni. Tn4DF.[`TTAf! RCHE'DVLE pRO?BCT NO. 1?) PER}SIT N0. 20961 ? catia Type of Raport Aseigned * e ti t c s tion 2 Firm 3 Fre rfc Firm 4 Earthwork/Backfill Testing A en As Necessary Braun Eng. Foundation Testinq Agen As Necessary? Braun En . High Strength Boltinq S ecial Ins . 1 Time I Ron Ryan Frame Inspection Special Ins . 1 Time ? Ron Ryan I I ? I Notas: 7his echedvle to be filled out and ineluded in the projeer apeaificwtir n. unavailable at that time to be filled out when applying for a building pesmit. (l) Pwrmit No. to be provided by the 9uilding Official. (2) Uee descriptione per U.S.C. Section 306. (3) Speeial Znepector, Teeting Agent or Fabricator. j (4) Firm contraaCed to perform eervices. j ACKltOWLEDOEKENTS Fech appropriats repreeentative must aign below: Snformation Ownez: Firm: Datei: tracto : Co Firm: 0ZS R- dW CousgfLuc'Pav natei: 5/((9 g3 n A:ehitact: irm: I_RunP-6Z? ?WV'ee4'S Datel: S/ SER: Firm: Ov i YR Dat?: S( 9 .h SI: Firm: Rok) KAv - Date: S(S - • si: Firm: Date: TAs _Firm: ?5RAUL) Date: S l9 TA: Firm: Date: ? F: Firm: Date: D t : F: Firm: a e • The individual name9 of all prospective epecial inepectore obaerve muet bs identified on the reverae eide of this forn and the worilk they intend to I Leqend: SER ? Structural Engineer of Aecord SI = Special InepactQr TA ? Taetiaq Agent F= Fabricatvr ? Aecepbed for the Buildinq Departmant 8y oate: 3- 1?3-53 Ryan jkkR Construction, Inc. 6511 Cedar Avenue South • Minneapolis, Minnesota 55423 • (612) 866-4632 • Fax 866-0390 May 17, 1993 City of Eagan Municipal Center 3830 Pilot Rnob Road Eagan, MN 55122-1897 Attention: Joe Merchak Reference: Proposed Ryan Building 2963 Center Court Dear Joe: Enclosed is a completed and signed Special Inspection Schedule for the above referenced facility. Periodic reports and a final report will be issued to your office as indicated. I have also enclosed signed, certified copies of our Energy Code Compliance report. R.J. Ryan Construction, Inc. will resolve other issues outlined in your May 18, 1993 letter within 30 days. If you have any questions reqarding and of the ahove, please don't hesitate to call. Sincerely, R.,7 RYAN CONST UCTION, INC. Tom RyaC n TR:rb B:TR-RJR-1 An Equal Opportunity Employer ?YA u l?-,w. "I u6 CA6Aa, MU ENERGY CODE ANALYSIS Gross Wall Area Sq. Ft, x ?S U= Gro ss Rooi Area Sq. Ft. x U= TOTAL Sa. Ft. x U = ?- ACTUAL ,CONSTRUCTION SQ. FT. x U 1. Single Glass ` SQ. - Ft. x U= 2. Double Glass .? Sa. Ft. x S? U= 3. Triple Glass Sa. Ft. x U= H..M.. Type 1 Sq. Ft. x 175 U= t1 ?. Door O.H. Type 2 Sq. Ft. x Z; U= Type 3 Sq. Ft. x U= 5. Net Wall (Tota l) Sq. Ft. - Type 1 ?%=n Sa. Ft. x U= -- Type 2 Sa. Ft. x U= Type 3 Sq. Ft. x U= 6. Skylight Sa. Ft. x U= 7. Net Roof Type 1 ?^^= Sa. Ft. x •='? U= co Type 2 Sa. Ft. x J= TOTAL Sa, r^t. x U ,?,ccuai Construction J x S c. Ft. is L2s s i h?. ??;- --- •.'`?± r!=?; :;;ai... a?ecifira$on oH ... . -. ? _. ....,[ ... .... _ :,....:,.-__. _, .:.. ., .... . ., ,::..?? '"han Code Reauirements. m;:::ri .: . ..... ...... . . .::. .. ?-: -_: •-, ..,._..t ...,....-- : ... . :.: . .. .: . .... .. .... . ...::. ..... _ .._:..__ .... .. ...... .__. . _ _ .. .._. ..._.._.__ed rc- C? ? Metropolitan Waste Control Commission Mears Park Centre, 230 East Fifth Street, St. Paul, Minnesota SS IO1-1633 612 222-8423 May 18, 1993 Mr. Joe Merchak Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Merchak: RECEcVED P9AY 2 D 9993 The Metropolitan Waste Control Commission determined SAC for the Ryan Building to be located at Eaqandale Center within tY-,e City oP Eagan. This project should be charged 3 SAC IInits, as determined below. Charges: Office 2480 sq. ft. @ 2400 sq. ft.(SAC Unit Warehouse 11492 sq. ft. @ 7000 sq. ft./SAC Unit Total Charge If you have any questions, call Jodi Edwards at 229-2113. Sincerely, r? cr?.P?L 1'Y • ?,h? ?- Roger W. Jan ?ig Planner RWJ:JLE 93051455 cc: S. Selby, MWCC Carolyn Krech, Finance Department, Eagan Mark Sonstegard, R J Ryan SAC Units 1.03 1.64 2.67 oT 3 Equel Opportunity/Affirmatlve Acdon Employer ? i?ii CITY OF EAGAN OFFICE INFORMATION MEMO 70 DATE TIME FFiOM OF PHONE NO. RECEIVED BV: H Was here to see you Will call again Please call Returned your call ACTION REMAHKS/MESSAGES Review and aee me Review antl comment Prepara reply for my aig. ? I ? ?° Reply antl send me copy Foryourapproval For your informetion Forsignature 1 'j? ?e??AUeb As we discussed AS you requested !?' .1 dS TIrvr AL16. AT 0 Y Take appraprlate action Y Retum FILE n DISTFIBUTE n OVER PHOTOCOPY: ONE SIDE ONLY COLLATE NO. OF COPIES HEAD TO HEAD STAPLE DATE NEEDED HEAD TO FOOT (Other) rvowr ROUGH DRAFT RUSH DATE NEEDED SINGLE SPACE ? FINAL COPY DOUBLESPACE CARBONS • ,? (ELPA COMPLIANCE FORNn EXTERIOR LIGHTING POWER ALLOWANCE Project tide Date RYAN BUILDING , 06/23/93 Column 1 Column 2 Column 3 Column 4 Column 5 . Exterior Area Description Atea or L:ength (A) Unit Power Dertsity (UPD) from table 9-1 Ezterior Lighting Power Allowance A x UPD Connccted Lighting Power FAST EXTERIOR 125' .25 W/FT 31. 340 SOUTH EXTERIOR 121 ' 20. W/FT WEST EXTERIOR 95' , .25 624 340 Totals 925 850 MEDINA ELECTRIC, INC. BY - HARVEY 0. DAHL 1993 y .?.r.,-; _.... __...__. _....r a?_,.. ? Pag?e 1 ?" 0 f993 MINNFSOTA EIVERGY CODE COMPLIANCE FO -- Electrical and Lighting. Powe? Budget. - - Project Tide: R L/VN DA Address: Bldg Type: ?t ?? ?1V ?Nt b IQ4/tt .v Gross Floor Area: /S'D 00 S Q FT, ACKNOWLEDGEMENTS, Fach appropriate representative must sign below: Representing Designer: Signature Date Contractor: IVebIN/b 54dG7QiV?t, De?? ?/? ' ? Accepted for the building depanment by: ? ? EI.ECTRIC POWER Individual units in multifamily dwellings are provided with separate metering. Electrical pane] fceder and all branch feader wiring in nonresidendal bulldings 3 stories or ]ess are capable of accepting a clamp-on meter. LIGHTING• MPVrn?r R trnFn-rFN'rc 7 Each enclosed space has at least one lighting control, or equivatent control, for each 450 sauare feet of floor area. ,: 1[?&,? Controls for spaces used as a whole do not control more than one 20 ampere ? ? circuit with minimum of thret convols. ?[?, All fluorescent lamp ballasu must meet the Federal standards for energy / efficiency as indicated by a circle "E" printed on the label. Use of single-lamp fluorescent ballasu is minimized by tandem wiring one- and thrce-lamp luminaires. LIGHT'ING• EXT'ERIOR VOS The exterior connected lighang power as designed and installed is less than or equal to the ezterior lighting power allowance, and documentadon is attached. -t Electrical and Lighting Power BudPet Checkltst Page 2 rrojecc Ticte: BL # A/A ?9 LIGHTING: IIVTERIOR , IhES The interior connected ligh6ng power, as designod and installed, is less than or " equal to the interior lighting powwallowance, and documentation is attached. ('The interior connected lighting power includes permanently installed lighting pius supplemental or task-related lighting provided by movable or plug-in luminaires.) To determine compliance, X? 0 the prescrippve alternative was used. the performance alternative was used. ?71 ERNALLY ILLUMIlVATED EXTf SIGNS ves Electrical consumpdon of intemally illuminated ezit signs dces not exceed 20 I watts of resistive power and a maximum of 40 volt amperes. ELFrMr MnTnR FFFrCIENrrrc All permanenfly wired, single-spced, Design A& B polyphase inducdon motors of 1 horsepower or more have NEMA nominal efficiencies which mcet or ezcced those in the table below: I --) OPEN ENCLOSED Power 3600 w*t I800 RPM 1200 nsM AW vrM 7600 npw It00 Rna 1200 Rpm 900 Rpm - 14 FiP 82.516 625!6 80.U4 74.0% 82.3!6 E2.516 80.0% 74.016 5-9HP 65.3'4 67.5% t7.576 67.576 67.5% 67.ST? 67.5!6 85.516 10.19}[P a8.5% 89.1!6 90.2% 89.1!6 69.5f 19.5% 89.5!6 88.5% 20-49 HP 90.2!6 91.0% 91.0!6 90.2% 903% 91.0% 90.296 89.5!6 3499 FW 94.4!6 97.0!6 93.0x 91.7$ 92.1% 93.0% 93.0S 91.7'b IOP121 FP 93.076 94.1% 9{.176 97.6% 93.6% %3% 9?.1!6 97.0!6 125fiP and gmur 93.65 94.5R 91.1x 93.6% 94Sx 94.5% 94.176 93.616 (ILPA COMPLIANCE FORM? ILPA -- INTERIOR LIGHTING POWER ALLOWANCE PERFORMANCE PROCEDURE PROJECT TITLE: $L A N L--) 4 DATE: yZ,1G?9 3 cOiU,m i cduum z conu,M 3 coiu„m a c?onm s cAivnn, 6 coloma 7 Arn 0 Are+lActivity Cuegory i1PU. Arra d Work Pfane Area Factor Iigytiag Power 8udad (LtPD x Awp x AF) Cceanactod Ligbtiug Power T r i i7 n?'r Or!^ir 1.3 /'T / Z(r 2 0?? o?;? /, 3 4g6 . 3 S o? a Z R? s-? ?. o?, .9 47 1.4 ? s ? -?- .. o o ..... • 5 49 /, ? ' G ,.Kr, wd ew. 16 246 . z ? r "f, s .? . ,.5, /4 ? Uolisled Space 0.2 1 LP A 7 I"!' 4 7 ? m -T2 ? 0 i cn w -n ?;o ? 0 W ? ? E!? D Z O O z ? --? c c? --3 0 Z z ? ? x z 0 6. ? a 6 6 C U ? C 10.793 ?RI 17?02 RJ RYAN CuKb 1 KUU " v" Calumn 1 Column 2 Column 9 Cnlumn 4 Calumn S zcerim Area Uescripcicn Arft ar La+gth (A) Unic Power Dauiry (IPD) from u6k 4 -1 Exterior i.wluns Fewm „ Allawance A z UPD Connactca Li¢bwC fbwer ?` F 5 1 z s' ?:° W ?-f :' 30? w Cv e ! 2S.'.:". w? ,300 'f- 6' ; T«.t. ? a e?, a D BRAUNsm INTERTEC Broun Interrec Engineering, Inc. 6801 Woshington Avenue South . P.O. Box 39108 ~ Minneapolis, Minnesofa 55439-0108 612-941-5600 Fax:941-4751 ? September 9, 1993 Mr. Tom Ryan (2) R.I. Ryan Construction 6511 Cedaz Avenue South Minneapolis, MN 55423 Deaz Mr. Ryan: SFa 17 1993 Enginrers ond Scienfisls Serving rha Bollr antl NoWral fnvironmenfs Project BABX-93-276 Re: Excavauon Observations and Compaction Testing for the Proposed Huebsch Linen Bnilding and the 5pec Commerciai Building on Center Court in Eagan, Minnesota As you authorized on May 20, 1993, we have recendy completed excavation observations and compaction testing for the above-referenced buildings. The purpose of our excavatioa observations was to assist in judging the suitabIlity of the soils in the bottom of the excavations for fill and foundation support. Background Information During our work, we had access to the foundation evaluations performed by our firm (Braun Intertec reports BABX-93-144 and BABX-93-178). The general soil profile in the proposed Huebsch Linen building area was about 3 to 14 feet of fill and topsoil over alluvial deposits of sand. The generaC soil profile in the proposed spec building area was about 1 to 7 feet of fill, possible fill and topsoil over alluvial deposits of sand. Mr. Tom Ryan of R.J. Ryan Construction indicated the Huebsch Linen building will be a one- story, slab-on-grade structure with a building footprint of approximately 20,000 square feet. Roof loads will be supported on perimeter tilt-up walls and interior columns. Mr. Ryan also indicaterl the spec commercial building will also be a one-story, slah-on-grade suucmre with a building footprint of approximately 15,000 squaze feet. Roof loads will be supported on perimeter tiit-up walls and interior columns. Locations and Elevations The Iocations and elevations used in the field at the time of our work and referenced in this report were related to stakes placed by others. Braun Intertec does not do construction surveying and must rely on the accuracy of staking placed by the surveyor or the contractor. Elevations and locations should be considered approximate. a. R. J. Ryan Construction Project BABX-93-276 September 9, 1993 Page 2 Fxcavation Observations Huebsch Linen Building Our excavation observations were performed between May 20, 1993 and June 3, 1993, by a project engineer. We met Mr. Bob Nyan of Nyan Excavating at the site. Our services included observing the soils encountered in the bottom of ihe mass eaccavation for the building pad and the trenches dug for the perimeter footings. In addition, shallow hand auger borings were performed in the soils exposed in the botbom of ihe excavation. Soil classifications were determined by examining the auger cuttings. Approximate density of the soils encountered was estimated by judging the force required to advance the auger. The elevation at the bottom of the footing trenches ranged from approximately 877 in the loading dock azea to 881. Several hand auger probes were performed to a depth of about 2 1/2 feet in the bottom of the excavations. These hand auger probes encountered brown and dazk grey sIlty sand, sand with silt and poorly graded sand with varying amounts of gravel. These soils were judged to be in a medium dense condition. Based on the site staking, it appeared that the mass excavation had a suitable 1:1 oversize. This oversize is necessary for lateral suppoR of the footings throughout the fill sequence. No oversize was necessary in the footing trenches, because the footings were placed on the natural(y occuning alluvial soils. Spec Commercial Building Our excavation o6servations for the mass excavation of the building pad were performed on May 20, 1993, by a project engineer. We met Mr. Bob Nyan of Nyan Excavating at the site. Our services included observing the soils encountered in the bottom of the mass excavation for the building pad. In addition, shallow hand auger borings were performed in the soils exposed in the bottom of the excavation. 3oIl classifications were deternuned by examining the auger cuttings. Approximate density of the soils encountered was estimated by judging the force required to advance the augec. Several hand auger probes were performed to a depth of about 2 112 feet in the bottom of the excavation. These hand auger probes encounteced brown and dazk grey silty sand, sand with silt, and poorly graded sand with vazying amounts of gravel. These soils were judged to be in a metiium dense condition. Based on the site staking, it appeazed that the mass excavation had a suitable 1:1 oversize. This oversize is necessary for lateral support of the footings throughout the filt sequence. R. J. Ryan Construction Project BABX-93-276 September 9, 1993 Page 3 We were not notified by the excavator when excavation proceflures were being performed for the strip footings for the spec commercial building. Therefore, no observations of the fooung trenches were performed for the spec commercial buiIding. Compaction Testing Huebsch Linen Building The on-site fill soils were used to fill the excavation and as backfill azound the footings. The fill was compacted with a self-propelled vibratory compactor. Nine compaction tests were performed as the fill was placed. The test results indicate the fill tested met or exceeded the minimum recommended densiry of 98 percent of the standazd Proctor density (ASTM D 698) below footings and 95 percent in other building pad areas. The results of these compaction tests are attached to this report. Spec Commercial Building The on-site fill soils were used to fill the excavation and as backfill azound the foocings. The fill was compacted with a self-propelled vibratory compactor. Fourteen compaction tests were performed in the buIlding pad, under the floor slab and in the footing backfill. The test results indicate the fill tested met or exceeded the minimum recommended density of 98 percent of tfie standazd Proctor densiry (ASTM D 698) below the footings and 95 percent in the remaining fill and backfill. The results of these compaction tesu are aiso attached to this report. Cancrete Testing During this time period, three sets of concrete cylinders cast by the contractor for the Huebsch Linen building were tested for compressive strength. The results of the tests are attached to this report. To date, all test results indicate that the specified strength was met at the 28-day age. Conclusions Based on the results of our excavation observation, hand auger probes and compaction tests, it is our opinion the soils encommtered in the bottom of the excavations we observed are suitable for support of the anricipated 3,000-pound per squaze foot loadings. General Services performed by Braun Intertec have been conducted in a manner consistent with that level of caze and skill ordinazily exercised by members of the profession currendy practicing in this azea under similaz budget and time resuainu. No warranty, expressed or implied, is made. R. J. Ryan Construction Project BABX-93-276 September 9, 1993 Page 4 It has been a pleasure performing these services for you. If you have any questions regazding this report, please call Ron Vickery at (612) 942-1777 or I.oren Braun at (612) 942-4817. SincerelAVickery Project Engineer ProFessional Certification I hereby certify that this report was prepazed by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. Loren W. Braun, P.E. Senior Engineer Registration Number: 14969 Date: September 9, 1993 Attachment: Compaction Test Results Proctor Test Resulu Compressive Test Resulu cc: Mr. Joe Merchak; City of Eagan ; nwUwb:r1e\babx\93276kpt Report of Field Compaction Tests Date: 7uly 2, 1993 Project: BABX-93-276 Report: 1 Client: Mr. Tom Ryan R.J. Ryan Constrvction 6511 Cedaz Avenue South Minneapolis, MN 55423 Project Description: Huebsch Linen Building and Spec Commercial Building Center Court, Eagan, Minnesota Test No. Date Soil I.D. No. Class. Optimum Moisture Max. Lab Dry Density (pct) 7n Place °h Moisture In P1ace Dry Dextsity (pcfl Percent Compaction Specired Compaction Comments 1 5/21/93 P-2 SM 14.1 114.0 14.7 114.9 100'h 98 lA 2 5/21/93 P-3 SM 10.2 127.1 10.9 125.6 99 95 lA Commenu: A. Test results comply with specifications. B. Test results do not comply with specifications. C. Test results comply with air-void specifications. XX Nucleaz Method ASTM D 2922-81 Sand Cone Method ASTM D 1556-82 XX Standazd Proctor ASTM D 698-91 Modified Proctor ASTM D 1557-91 Tes Not Test Location Elevationl 1 59'South and 1'h' West of Future NE Buildin Corner, S ec. Commercial Bld ., Ft . 890 2 151/2' North and 60' West of SE Buildin Comer, Huebsch Linen Buildin , Floor 890 ' Benchmazk: cc: mms:babx\93276\ct.1 " k 114?' '/ I'Al Ronald W. Vickery Project Engineer Report of Field Compaction Tests Date: July 2, 1993 Project: BABX-93-276 Report: 2 Client: Mr. Tom Ryan R.J. Ryan Construction 6511 Cedaz Avenue South Project Description: Huebsch Linen Building and Spec Commercial Building Center Court, Eagan, Minnesota Minneapolis, MN 55423 No. FTt Date Soil I.D. No. Class. Optimum Moisture Max. Lab Dry Density (pct) 7n Place 96 Moisture In Place Dry Density (pcf) Percent Compaction I Specired Compaction Comments 3 5/26/93 P-3 SM 10.2 127.1 12.5 122.6 96 98 1B 4 5/26/93 P-2 SM 14.1 114.0 18.1 116.3 102 98 lA 5 5/26/93 P-2 SM 14.1 114.0 13.1 120.3 1051h 98 lA 6 5/26/93 P-3 SM 10.2 127.1 11.3 124.3 97ifs 98 1B 7 5/26/93 P-3 SM 10.2 127.1 10.0 128.2 101 98 lA 8 5/26/93 P-3 SM 10.2 127.1 10.3 128.4 101 98 lA 9 5/26/93 P-3 SM 10.2 127,1 12.5 125.2 981h 98 lA Commenu: A. Test results comply with specifications. B. Test results do not comply with specifications. C. Test results comply with air-void specifications. Nuclear Method ASTM D 2922-81 Sand Cone Method A3TM D 1556-82 _ 3tandazd Proctor Modified Proctor ASTM D 698-91 ASTM D 1557-91 Test No. Test Location Elevation' 3 14' South of NE Future Buildin Corner on Ft . Line, S ec. Commerical Buildin , Ft . 895 4 44' S and 2' W of Future NE Buildin Corner on Ft . Line, S ec. Commercial Buildin , Ft . 894 5 43'k' South of Future NE Buildin Corner on Ft . Line S ec. Commercial Buildin , Ft . 893 6 20' East of Pro osed NW Buildin Corner on Ft . Line, S ec. Commercial Buildin , Ft . 896 7 120' East of Pro osed NW Buildin Corner on Ft . Line S ec. Commercial Buildin Ft . 895'k 8 70'h' North of Pro osed SE Buildin Corner on Ft . Line S ec. Commercial Buildin Ft . 896 9 35' West of Pro osed SE Building Corner on Ftg. Line, Huebsch Linen Building, Ftg. 893 1 Benchmazk: cc: mme:babx\93276\ct.2 Project Engineer Report of FYeld Compaction Tests Date: Iuly 2, 1993 Project: BABX-93-276 Report: 3 Client: Mr. Tom Ryan R.J. Ryan Construction 6511 Cedaz Avenue South Project Description: Huebsch Linen Building and Spec Commercial Building Center Court, Eagan, Minnesota Minneapolis, MN 55423 Tesk No. Date Soil I.D. No. Class. Optimmn Moisture Max. Lab Dcy Density (pcf) In P1ace % Moisture In Place Dry Density (pct) Percert Compaction Specified Compaction Comments 10 5/26/93 P-3 SM 10.2 127.1 11.3 126.4 991h 98 lA Comments: A. Test results comply with specifications. B. Test results do not comply with specifications. C. Test results comply with air-void spuifications. Nuclear Method ASTM D 2922-81 Sand Cone Method ASTM D 1556-82 Standazd Proctor ASTM D 698-91 Modified Proctor ASTM D 1557-91 Test No. Test Location Elevation' 10 54' North of Pro osed SE Buildin Comer on Ft . Line, Huebsch Linen Buildin , Ft . 893'h ' Benchmark: cc: mms:babx\93276\ct.3 x 0// Ronal W. Vickery Project Engineer Report of Fleld Compaction Tests Date: September 10, 1993 Project: BABX-93-276 Report: 4 Client: Mr. Tom Ryan R.J. Ryan Construction 6511 Cedaz Avenue South Minneapolis, MN 55423 Project Description: Center Court Huebsch Linen Building and Spec Commercial Building Eagan, Minnesota - est ate ype Soil ID and Classitication Optimwn Moisture• (%) Mex. Lab Dry Deasity' (Std.Proc.) (pcf) Inplace Moisture (%) 7nplace Dry Density (pct) Relative Compaction (%) Specified Minimum Compact. (%) omments 11 7/12/93 N P-1: SP-SM 8.1 133.2 7.5 134.5 101 95 A 12 7/12/93 N P-1: SP-SM 8.1 133.2 8.4 134.0 1001h 95 A 13 7/12/93 N P-3: 3M 10.2 127.1 5.9 129.2 1011h 95 A 14 7/12/93 N P-3: SM 10.2 127.1 9.2 128.1 100'h 95 A 15 7/12/93 N P-3: 5M 10.2 127.1 7.7 128.3 101 95 A 16 7/12/93 N P-1: SP-SM 8.1 133.2 7.6 131.6 99 95 A 17 7/12/93 N P-1: SP-SM 8.1 1312 83 129.1 97 95 L-ii Key: N = Nuclear, ASTM D 2922 A= Test resuits comply with specifications. SC = Sand Cone, ASTM D 1556 B= Test results do not comply with specifications. = O.M. and M.L.D.D. rounded to neazest 0.5 Test Test Locatian Elevation 11 Huebsch Linen Bld : 23'/z'S, 45'W of Existin NE (I5) Buildin Corner (Floor Slab) 893 12 Huebsch Linen Bld : 95'/z'S, 54'W of Existin NE (IS) Buildin Comer (Floor Slab 893 13 Huebsch Linen Bld : 40'N, 48'W of Existin SE (IS) BuIldin Comer (Floor Slab) 893 14 Huebsch Linen Bld : 35'A'N, 3'E of Existin SE (OS) Buildin Comer (Exterior Wall Backfill) 894 15 Huebsch Linen Bld : 391fz'S, 6'E of Existin NE (OS) Buildin Corner (Exterior Wall Backfill) 894 16 Huebsch Linen Bld : 6'N, 26'E of Existin NW (OS) Buiidin Corner (Exterior Wall Backfill) 894 1'7 5 ec Commercial Bld : 19S, 6'fz'E of Existin NE (03) Buildin Corner (Exterior Wall Backf'ill) 900 Elevation Reference: ce: Braun Project Engineer mjaWabx\932761ct.4 Report of Field Compaction Tests Date: September 10, 1993 Project: BABX-93-276 Report: 5 CGent: Mr. Tom Ryan R.J. Ryan Construction 6511 Cedaz Avenue South MinneaDOlis, MN 55423 Project Description: Center Court Huebsch Linen Building and Spec Commerciai Building Eagan, Minnesota est ate ype Soil ID and Classification Optimiun Moisture' (%) Max.I,ab Dry Deosity" (Std.Proc.) (pcf) Inpiace Moistwe (%) Inplace Dry Deasity (pcf) Relative Compaction (°.b) Specified Minimmn Compact. (%) omments 18 7/12/93 N P-2: SM 14.1 114.0 9.9 116.7 102 95 A 19 7/13193 N P-1: SP-5M 8.1 133.2 8.2 130.7 98 95 A 20 7/13/93 N P-1: SP-SM 8.1 133.2 8.1 131.3 981/z 95 A 21 7/13193 N P-3: SM 10.2 127.1 11.5 125.4 98'/? 95 A 22 7/13/93 N P-1: SM 8.1 133.2 9.3 130.9 98 95 A 23 7/13/93 N P-2: SM 14.1 114.0 7.2 116.7 102 95 A Key: N = Nuclear, ASTM D 2922 A= Test results comply with specifications. SC = 3and Cone, ASTM D 1556 B= Test resulis do not comply with specificauons. * = O.M. and M.L.D.D. rounded to neazest 0.5 Test Test Location Elevation 18 5 ec Commercial Bld : 4'S, 54'E of Existin SW (OS) Buildin Corner (Exterior Wail Backfill) 900 19 S ec Commercial Bld : 30'h'3, 19'/z'W of Ezistin NE (IS) Buildin Corner (Floor Slab) 899 20 S ec Commercial Bld : 90'/z'S, 21'/z'W of Existin NE (IS) Buildin Comer (Floor Slab) 899 21 S ec Commercial Bld : 60'S, 60'W of Existin NE (IS) Buildin Comer (Floor Slab) 899 22 S ec Commercial Bld : 16'S, 96'W of Existin NE (IS) Buildin Corner (Floor Slab) 899 23 S ec Commercial Bld : 18'h'N, 17'E of Existin SW (IS) Buildin Comer (Floor Slab) 899 Eleva[ion Reference: cc: Braun Intertec Corporauon Ro W. Vickery Project Engineer mjs\babx\93276k1.5 Report of Field Compaction Tests Date: September 10, 1993 Project: BABX-93-276 Repott: b Client: Mr. Tom Ryan R.I. Ryan Construction 6511 Cedaz Avenue South Minneaoolis. MN 55423 Project Description: Center Court Huebsch Linen Building and Spec Commercial Building Eagan, Minnesota a ate ype Soil ID and Classiticatian Optimton Moisture' (%) Max. Lab Dry Density' (Std.ProcJ (pcf) Inplace Moisture (%) Inplace Dry Density (pct) Rela4ve Compaction (°k) Specified Minimumm Compact. (°,b) omments 24 7/23/93 N P-2: 3M 14.1 114.0 10.8 112.6 99 95 A 25 7/23/93 N P-2: SM 14.1 114.0 13.9 113.5 991h 95 A 26 7/23/93 N P-3: SM 10.2 127.1 10.9 124.7 98 95 A 27 7/23/93 N P-1: SP-SM 8.1 133.2 103 130.1 97'h 95 A 28 7/23/93 N P-1: SP-SM 8.1 133.2 7.2 128.7 96'h 95 A 29 7/23193 N P-3: SM 10.2 127.1 8.2 125.7 99 95 A 30 7/23/93 N P-1: SP-SM 8.1 133.2 9.8 128.5 96'h 95 A %ey: N = Nuclear, ASTM D 2922 A= Test results comply with specifications. SC = Sand Cone, ASTM D 1556 B= Test results do not comply with specifications. * = O.M. and M.L.D.D. rounded to neazest 0.5 Test Test Location ElevaHon 24 S ec Commercial Bld : 33'W, 3'S of Existin SE (IS) Buildin Corner (Exterior Wall Backfill 893 25 S ec Commercial Bld : 40'N, 3'E of Existin SE 5) Buildin Corner (Exterior Wall Backfill) 893 26 3 ec Commercial Bld : 13'W, 3'N of Existin NE (IS) Buildin Corner (Exterior Wall Backfill) 893 27 S ec Commercial Bld : 23'E, 4'N of Existin NW (IS) Buildin Corner (Exterior Wall Backfill) 893 28 Heubsch Linen Bld : 10'N, 4'W of Existin SW Buildin Corner (Exterior Wall Backfill) 890 29 Heubsch Linen Bld : 110'N, 3'W of Existin SW Buildin Corner (Exterior Wall Backfill) 889 30 Heubsch Linen Bld : 2PS, 4'W of Existin NW Buildin Corner (Exterior Wall Backfill) 890 Elevation Reference: cc: Braun Intertec Corporation . Ronal W. Vickery Project Engineer mjs16abx1932761ct.6 Report of Field Compaction Tests Date: September 10, 1993 Project: BABX-93-276 Report: 7 Client: Mr. Tom Ryan R.I. Ryan Construction 6511 Cedaz Avenue South Minneapolis. MN 55423 Project Description: Center Court Huebsch Linen Building and Spec Cornmercial Building Eagan, Minnesota est ate ype Soil ID and Classification Optimum Moisture' (°k) Max. Lab Dry Density* (Std.Proc.) (pct) 7nplace Moisture (°k) 7nplace Dry Density (pcf) Relative Compaction (°k) Speciried Minimwn Compact. (°k) omments 31 7/23/93 N P-1: SP-SM 8.1 133.2 6.9 131.2 98'h 95 A 32 7/23/93 N P-1: SP-SM 8.1 133.2 6.2 126.8 95 95 A 33 7/23/93 N P-3: SM 10.2 127.1 8.4 126.6 99'fz 95 A 34 7/23193 N P-1: SP-SM 8.1 133.2 6.6 1303 98 95 A Key: N = Nuclear, ASTM D 2922 SC = Sand Cone, ASTM D 1556 * = O.M. and M.L.D.D. rounded to nearest 0.5 A= Test results comply with specificauons. B= Test results do not comply with specifications. Test Test Locatiou Elevation 31 Huebsch Linen Bld : 29'W, 4'N of Exisdn NE Buildin Comer (Exterior Wall Backfill) 893 32 Huebsch Linea Bld : 100'S, 4'E of Existin NE Buildin Corner (Exterior Wall Backfill) 893'h 33 Huebsch Linen Bld : 171h'W, 4'S of Existin SE Buildin Comer (Exterior Wall Backfill) 893lh 34 Huebsch Linen Bld : 35'E, 4'S of Existin SW Buildin Comer (Exterior Wall Backf'ill) 890 Elevation Reference: cc: mjel6abx193276\ct.7 Braun Intertec Corporation ? Ron d W. Vickery Project Engineer BR p??'" 8wun Inte'fec Engineering, Inc. ?? 6801 washington Avenue south I N T E E C P O. Boz 39108 Minneopolis, Minnesota 55439-0108 612-941-5600 Fox:941-4751 Engineers and Scientistt Serving L3b01"dt01`)' CO$PflCt10II C}l'dP`dCtQI7StICS Of SOIl (Pl'OCtOothe Builf and Notuml Environmenfs Date: September 13, 1993 Project: BABX-93-276 Client: Description: Mr. Tom Ryan Huebsch Linexi Building and R.J. Ryan Construction Spec Commetcial Building 6511 Cedar Avenue South Center Court, Eagan, Minnesota Minneapolis, MN 55423 FSeld Data: Data Sampled : 5/20/93 Test Number . P-1 Samplad By . Braun Intertec Location Sampled : Classification . SP-SM - Poody graded sand with silt and gravel fine- to medium-grained, brown I,aboratory Data: ASTM D: 698-91 Proceduce: C Date Tested: 5120193 As Received Water Content: - Prep. Method: Wet Rammer Type: Manual Sieve Data, % on 3/4": 12% % 3/4"-318": 109b % 3/8" -#4: 12% Size of'Oversize": +3/4" Percen[ Oversize: 1296 Spec. Gravity: 2.70 Maximum Dry Unit Weight, pcf Optimum Water Content, % Curve Values Coaecte3 Values (ASTM D 4718) 133.2 f 136'h cf 8.1 % 7.0 % 135 133 w 131 ? ? en .? ? 'e a 129 ? A 127 125 Zero Air Voids (&?Caw S.G.= 2.70 (Assumed) Water Content, 90 5 7 9 11 13 lSoabx193276\pl ? ? ? ? s`" Braun InteHec Corporation 6801 Woshingfon Avenue South INTERTEC POBox39108 Minneapolis, Minnesoto 55439-0I08 6 1 2-941 5600 Fax947-4157 1.3b01'.7t01'3' COIIlP`dCt10I1 Ct187"dCtCI'LSt1CS O{ 5'Oll ftOCt01') Errgineers ond $cientisls $erving the Buili and Na)urol Environmenls' Date: July 2, 1993 Project: BABX-93-276 Client: Description: Mr. Tom Ryan Huebsch Linen Building and R.J. Ryan Coastruction Spec Commemial Building 6511 Cedar Avenue South Center Court, Eagan, Minnesota Minneapolis, MN 55423 Field Data: Date Sampled : 5/21/93 Test Number . P-2 Sampled By . Braua Intertec L.ocation Sampled : Classification . SM - Silty sand, fine-grained, brown Laboratory Dafa: ASTM D: 698-91 Procedure: A Date Tested: 5/21l93 As Received Water Conteut 11.5Y Prep. Method: Dry Rammer Type: Manual Sieve Data, % on 3/4": 0 % 3/4"-3/8": 1.0% % 3/8" - p4: 2.090 Size of "Oversize": +4 Perceat Qversize: 3% Spec. Gtavity: 2.65 (`„vP. Valuac Coaected Values (ASTM D 4718) Maximum Dry Unit Weight, pcf Optimum Water Content, % 114.0 f 114 f 14.1 % 14 90 Zero Air Voids ? U ?.? co ? 3 ? ? T 4 Q 111 109 Water Content, 90 $ 115 113 10 12 14 16 C_4a'AOU)0utie S.G.= 2.65 (Assumed) l8babx\9327b\p2 BRAU ?W s`" 6wun Intertec Corporaeion ??? 6801 Washingbn Avenue $outh I NTERTEC P.O.Box39108 Minneapolis, Minnesota 554394108 612-9475600 Fox941-4751 labol"dtoColn action Characteristics of Soii (ProcYor) ? p E"9;neers a„d scie?r,sn servin9 the Buill and Nafural Environmenh`* Date: July 2, 1993 Project: BABX-93-276 Client: Descrip6on: Mr. Tom Ryan Huebsch Linen Building and R.J. Ryan ConstrucYioa Spec Commeicial Building 6511 Czdar Aveaue South Center Court, Eagan, Minnesota Minneapolis MN 55423 Field Data: Date Sampled . 5/21/93 Test Number . P-3 Sampled By . Braun Iatertec I.ocation Sampled : Classificatioa . SM - Silty sand with gravel, fine- to medium-grained, brown Laboratory Data: ASTM D: 698-91 Procedure: C Date Tested: 5/21/93 As Received Water Content: 10.0 Prep. Method: Wet Rammer Type: Manual Sieve Data, % on 3/4": 9% Y6 3/4"-3/8": 4% % 3/8" -#4: 2.0& Si2e of "Oversize": +314 Percent Oversize: 9% Spec. Grevity: 2.7 n....o v?u,..< Cn.rrrted Valueq (ASTM D 47181 Maaimum Dry Uni[ Weight, pcf Optimum Water Content, % 129 127.1 f 130 f 10.2 90 9/2 90 Zero Air Voids ,??QaW w 127 U c w .? 3 G a 125 T 4 Q 123 121 Water Content, 9 7 9 11 13 15 S.G.= 2.'70 (Assumed) l%abz193276\p3 BRAUNSm INTERTEC Brcun inferfec Engineering. Inc. 6801 Woshingfon Avenue South P.O. Box 39108 Minneapolis, Minnesofa 55439-0108 612-941-5600 Fox:941-4151 fngineers and Scienfists Serving fhe 8ulft and NaNrol Environments COMPRESSIVE TEST OF CONCRETE CYLINDER Test Method: ASTM C 39, 6"X12" Cylinder CLIENT : R7 Ryan Construction Attn: Mr. Tom Ryan 6511 Cedar Avenue South Minneapolis, MN 55423 DATE : August'10, 1993 PROJECT ID : BABX93276 PROJECT DESCRIPTION : Huebsch Linen Buildinq Spec Commercial Building Concrete Testing Eagan, MN FIELD DATA : DESIGN DATA : Set Number . 1 Mix Design : Not Given Date Cast . 7/ 12/93 Supplier : Cem5tone Time Cast : Not Given Specified Air : Not Given Measured Slump : Not Given Specified Strength : 4000 Measured Air : Not Given Truck or Ticket #: Not Given Concrete Temperature: Not Given Cylinders per Set . 3 A1r Temperature : Not Given Cxlinder Cast By : Client Liquid Added at Site: Not Determined Sample Location : Floor slab, qrids C and D, 1-6, Huebsch Linen Bldg. Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s) lA 7/13 7/19 1 6 7 113 7/13 8/09 1 27 28 Specified Strength at 28 Days (psi) 4000 D D1 REMARKS : D:The specified strength was met at the 7-day age according to the above test results. D1:The specified strength was met at the 28-day age according to the above test results. cc 118970 28.46 4180 158660 28.37 5590 Reviewed by : Ronald W. Vickery Project Engineer .eNsm BRAY INTERTEC COMPRESSIVE TEST OF CONCRETE CYLINDER Test Method: ASTM C 39, 61IX12" Cylinder CLIENT : RT Ryan Construction Attn: Mr. Tom Ryan 6511 Cedar Avenue South Minneapolis, MN 55423 Brcun Inferfec Engineering. Inc. 6801 Washingtan Avenua South P.O. Box 39708 Minneapolis, Minnesota 554 3 9-01 0 8 612-941-5600 Faz:941-4151 Engineers and Scientish Serving fhe Buih ond Nolurol Environments DATE : Auqust 10, 1993 PROJECT ID : BABX93276 PROJECT DESCRIPTION : Huebsch Linen Buildinq Spec Commercial Building Concrete Testing Eagan, MN FIELD DATA : DESIGN DATA : Set Number . 2 Mix Design : Not Given Date Cast . 7/13193 Supplier : Cemstone Time Cast : Not Given Specified Air : Not Given Measured Slump : Not Given Specified Strength : 4000 Measured Air : Not Given Truck or Ticket #: Not Given Concrete Temperature: Not Given Cylinders per Set . 3 Air Temperature : Not Given Cxlinder Cast By : Client , Liquid Added at Site: Not Determined Sample Location : Floor slab, grids A and B, 1-6, Huebsch Linen Bldg. Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s) 2A 7/15 7/20 2 5 7 134990 28.43 2B 7/15 8/10 2 26 28 170490 28.34 Specified Strength at 28 Days (psi) : 4750 D 6020 D1 4000 REMARKS : D:The specified strength was met at the 7-day age according to the above test results. D1:The specified strength was met at the 28-day aqe according to the above test results. cc : Reviewed b??G' ald W. Vickery Project Engineer BRAUNSM INTERTEC COMPRESSIVE TEST OF CONCRETE CYLINDER Test Method: ASTM C 39, 61IX12" Cylinder CLIENT : R.J Ryan Construction Attn: Mr. Tom Ryan 6511 Cedar Avenue South Minneapolis, MN 55423 Braun Infarfac Enginaering. Inc. 6601 Washingfon Avenue Soufh P.O. 8ox 39108 Minneapolis, Minnesofa 55d39-Oi08 612-941-5600 Fax:941-4151 Engineers and Scientish Serving the Built ond Naturol Environmenfs DATE : August 11, 1993 PROJECT ID : BABX93276 PROJECT DESCRIPTION : Huebsch Linen Buildin9 Spec Commercial Building Concrete Testinq Eagan, MN FIELD DATA : DESIGN DATA : Set Number . 3 Mix Design : Not Given Date Cast . 7/14/93 Supplier : Cemstone Time Cast : Not Given Specified Air : Not Given Measured Slump : Not Given Specified Strength : 4000 Measured Air : Not Given Truck or Ticket # : Not Given Concrete Temperature: Not Given Cylinders per Set . 3 Ai T t t Gi N r empera ure : ven o Cvlinder Cast By : Client Liquid Added at Site: Not Determined Sample Location : Floor slab, grids B and C, 1-6, Huebsch Linen Bldg. Sample Date Test Field Lab Test Max Load Cyl Area Compressive Remarks No. Recvd Date Cure Cure Age (pounds) (sq in) Strength, psi Code(s) 3A 7/15 7/21 1 6 7 121850 28.40 3B 7/15 8/11 1 27 28 159910 28.46 Specified Strength at 28 Days (psi) : 4290 D 5620 D1 4000 REMARKS : D:The specified strength was met at the 7-day age according to the above test results. D1:The specified strength was met at the 28-day age according to the above test results. cc Reviewed by : G/ Ro'nald W. Vickery Project Engineer Lockadle arc adju~trnent I 16 Noule variations 9 standard nozzleis 8 low angle nozxles f ~ TORO 5700 ; Plastic / Commercial riser Finish grade ~ N Finish grade = Ratcheting riser 3" pop-up sfroke 3" pop•up w/positive spring ( 570C-3P only ) retraction 4~~ po~up ( 570C-4P only ) TORO S700 series 0 r i . . . . . ~ . ~ ~ TORO 570 series ~ gear driven sprinkler fixed spray sprinkler 8~~ ' ~2~~ w! positive spring r~traction Built-in checkvalve ~ S700C only ) Cut off riser Fitting (saddle, or Cut oPf riser insert ~tting) Pipe Fitting 1 insert 1 saddle 1 < ~ Pipe (Pvc! Poly.) A . . ~ . . j . . . . . .~~~.aa~ema.. ~wma.ys?~' . . . . . . . .~.,mml z P .~.~w... :~.,~~~,.~„~.J... .~,.,,a-~,~,,.,.-_ ' . ' ~ ; . ~ . ,m.....,-_,._.; ~x.,m..,-.,..-...-- . . . ~ . . ~ ~ . _,.._,_.e.,._.J ~ 5 ~ . ~ ~ ~ ~ ~ ~.1 M- ~ ~NSTALI~AT~~N `„M~.~.r. .~,s~, .,.:.e .~._w.M.. ~ ~ .._u..,,...d~~,~~,_,u „W,~..~....~M~. v~ i r ~i DEYAIL ~o scA~~ 5700 ~NSTALLAT~~N ~ C~ , ~ , ~ , s 3 SPIi~U(LE~SSYSIEAAS . r ~ ~~TAIL NOSCAL~' ' )r Y r. ...m.....ar.~w.....+r.~.~aw«.;r.,.:w ~~m.:~rvH..m...rnw...e~.~..w.~arsmv~m..+«-.......~,i....-s ~r4P.. . ~ ,........x:.. ..,~..u.~,:m ,vanv~.r.. . ~ . . w.~ .m .:...~e..,,,... . . mw„ . w¢~m.~....wxa+nn«w«w-.+.AC.«.arm.«sM w~{... ,.~.~a.'a ~ S . d ~~y a 4. . w~~ . . . r§ . . ..:5PHIXI(1CN94STfA15 . . ~ , . ~ 1 . . . . . ~ h,,,. . . . . . . ~ ~'"~4.. . . ~ . ~ . ~ ~ ~ . ~ ~ . . . . ~ ~ ~ . . 5 ~ ~ . ~ ~ ~ . . . . . . f t ~ . . . . _-~i :~.a.. . . . . . . ~ s j i'O~p Indoor/outdoor ~ ~ut~matic controtler . ' ~ . . . . I . ~ ~ ' ~ ` . . ~ . ~ ----->~Aanual b~ed . t t, i 1~ . ~ ~ ~ k E ~'`''-~1„ electric vaive ' ' ' ' Plasfic/Metalcabrnet . . ~ : ~ ~ . . . ~ ~ E I { wfo flow controll , ~ locking aover w/mefal ~ablr?~fi • o u ~ ~ ~ ~ g ~ ~ . . . . . '.~y ~ . ~ ~ . TORO 264-Q6-04 ~ ~ . . . - . . . . . . b : . ~ ~ . . . , . . . - ~ ~ . P~ale thread inlet 6, 9, f2stations~ndrotl~r by male thread o TORO . . . \ . . . . . . . . ( Q~ F } . . . . ~ . . :mww+n~m»mmM+,xxrn„:.uwr,~.!axT~n°" . trAmxw4 outlet Wa11/Pedestal mount ~ ( Pedestat mount i p . f ~ ~a~ ~ ~ oniy on meta! ca6tnet J; ' 1-~.b~~ ~ , Finish grade Gondu?t / Pvc ' ~ ' k f~'' ~ ~ ~,~,4.,, ~ , ~ Vai~e box . Valve ect~~'in~ wire ~ , r.., a ; - ~ , * ~r~x~3s~~ ~ ~ ( 24V etectric ) ~ a , c ~ ~ ~ ; ; ~ 0 24VAC solenoid w ~ , ""-w~,~. ~ i ~ `~bi~'~ ~~~'Vs~s~~i ~~G~ bh`""o"~ ..,.~,~«.a.~ . F , ~ ~ infemal / Plug•in iransformer ~„^,w..~.`"`~ ~ !~fi ~ • ; ~ i ~,~..M i~ 1" el~ctric valve V .,,s^u + % , , , ~y ~ ~ w/ flow con4roll _O lSION ~I CONTROLLER DETAl~. ~ ~ ` ' ! n ~ ' ~~~s~ ~ ~ k~ ~ w g <µ.~,tr.a,~~~„~~»:.«,~ ~.,..,M.~.~;., . ' TORO 254-16-04 NO SCALE .~.w....ue.:. ~ ,i t . . . a ~,n.,.~.m zs.,au.~:,m,M~.. qw , ~..~:.,..v.~..,n.~.,,a.,C,µ,«..,y..~~. ~~.,~.x..e.. . ~ ~ r . ~ ~ . w ' t RRale thread inlet ' ' ~ ~ `i `S~t'C9 ~ ~'~`x~c9 ~ { } ~ ~C` ~ _ ~ } ~ .~_~y,~~.a;~.,~,w,~.~,~.~.~~.m~.~w~..._., ~ 3 ~ r r~C9 ~(~p~~ ~ b}( ~f139f~ OUt~@'~ srAUi~i~nsvsreus ~ 4~ ~ ( { ~E ~ ~ ~ ? ~ _ l , ~ : ~ ~ j C, ~ ~"'c,~~ ~'°~~~s f~cr~~s~.' , ; ~ , ~ ~ ~ ; ~ ~ i : ~ q; , ~~,.,~~,'~~~~~.i , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ y ~ ~ " - ; : ~ ~ , ~ , . ~ ; : k ~ . 7`~ r~ ~5~~ r~~~.~~ ~'~~~a , _ . ~ ~ ~ ~ , ~ _ ~ , - ~r~~~.~~ ~'~~~a~ ~ - _ _ y ~ ~ # < ~ ~ ~ ~ , ~ ` ~ a ~ I ~ ~ ' t ~ ~a i ; ~ ~ _ . ~,~u_ ~ ~ .b, u ~ ; ~ 's ~ ~ ~`I ~a , „ , g ~ ~~~98H ~ r~`~`~ +#~~~r,a~ ~tl"t~s~F~ ~t~~ . ~ , t ; a: ; , jt ~ , ~ ; . 0 ATI~ L E T IL ~ Z ~o c~~~; ~g ~ ' ~~q~•~', '~Z C'~~~t t,.,f N SCO ALE . . . . . ; i '~"~+'~~~4 ~g~..~~~n,~L`it8@~k~4~~fa'~`"a~~ 3 i ~ i; ~ ~ ~ ~ ~ ~ ` , , . ~ t ~ ~ ~ ~ ~ ~ ~ ~ r ' ` ~ ( G a ~ -,..M....-- "*~~b~ ~ t ; ~ ~ 3 ~ ; ~ . . . . Si ~ ~ ` ~ ~ . i ~ . ~a~~.~ ~ ~ ~ ~ ~ . ~ . t~ ~ : e ~s r ~ ~ ~ ; i ~ ` .~~..a ; , ~ ~ ~ ~ ~ ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~ $ ; ~ 4~ R ~ a ~ 1 ~ < ~a ~ ~ ; - i ~ x ~ ~ ~ ~ ~a ~ ~ ~ ~ ~ C,~ ~ ~ ~ f ' 3 g ~ 4 ~ ~ ~ 1~ ~i ~ ~ ~ } ~ ` ~ { ~ ~ „ , ~ , _ , .~i~~s~ ~ ~g # .I i ~ . . p{ ' ' ~ . . ~ R ' j ~i . . i . . . i ~ . . ~ ~ ~ ~ r ~ ~ ~ ~ ~ ~ ~ ~i , ~ ~ ~ a r ~ ~ ~ '§`~a ¢E b ~ ; } ~ ~ ` r ~ ~ ~ ~ ~ ~ , k~~ ~~~3 C~N~e'' Co~~+ ~ ~ ~ ~y` " ~ ~ , 7 . y~ F# . ~:j ~ . . . .,k . . I ~ . . . Go~' tn~ (~LOGIC I;AGqNbprG~' F t g ~ 3, ~ ~ ~ ' ~ ~ ~ ~ ~ ~ _ ~~D~~TR~A~1. PI4?2~ No, ~ NT R ~ ~ 4 ~ ~ ~ ~ ~ n ~ ~ ~ ~ ~ , ~ ~ , ~ ^ , . 3, - ~ ~ ~ . ~r ~ ~ .L € ~ ~ ~ ~ ~ i I~ " ~ F ` ~ ~ !L f " r~ ~ , . . ~ ` ~ ~ ~ ' ~ , r ~ ~ ~ ~ ~ . N ~ ~ ~ ~ s ~q v~;~-3~~ ~ ~ a ~ ~ ~ ~!s s' ~a ~ ` r ~ ~ ~ ~ + s I~ ~ N' • 2,0 3 j'. ~y,, ~ ~ ~ ~ , ~ ~ y . " t ' ~ n,„~.„~~~~~r.~~~~.~.~.~. ~ k . . ;~s. ~..,..~r..... .~.....w.a,.~:.....~.... ~ . w . ~ , . ~ . . ~ i. . . ~ i' ~ ; r ~ ~ 1 ~ ~ 2 ' ~ + ,w '.ra+Gwn++KS.~,v ~wkwu.m.avw.~.~.n'Prcnn ne~s...rvrvi...., i, n+Rr .-.y.t ,ur nn~,)4VVWnm-. vt+~•EK»rvN`ti'+~~- . . , i ,3 , ~ +~..,~,„;r~,,.,, f ~ ~ ~~s~ } ~ p ~ m-,.w.-.~:~ / w ~ ~ f _ ~ p ~ , ~ , ~ - . x ~ ~ ~ ~ , ~ „ ~ ~ ~ ~ ._....~~s ~v~.".,, .,w,»~.~.~J~~a.„,~~ I ` ~ V~ ~ rc....r a A~f $'4R'2(4°~ p/J ~ ~ . . ~y . ~ a ~.,.:t-...e . ~ ~ , , . ~ , v:,. , . . ~ ~ ~ ` y ~ - ~ ! . . ~ ~ ~ I ° ! , ~ ~ , ~ ( ~ ~ ~ * : ~ } ~ ~CA~~ ~m~~ ~ ~ ; ~ t r s , ; y ° , 1 ~ ; ° ~ GD~ A ~s' ~AZGoNS 1'~R ~trnv~e , ~ y~~,~ ~ ~~~.:~~~~~,,,~N.U.~.~~,w . „ ~wv,.~n~,,,~~.~.~.~.~~~~.« , "'^y»...,..~e~ ~,a~„,~, ~ ~ w,~ h~ ~J~V~w ~ ~ Mu~.~, ~ ~ ? u ~ ' , : ~ ~ ,~°,.r, ; ~ ~ ~ ~ , ~ ~ , : ~ s::~.~~.~, ~..,,,a. ~~..~,~~.~~~...x . ~.~~,.;f ' ~ ~ ~ PROJECT: SHEET N. ~~~a , w DFtAWN BY: ' ~ OF: CHEGKED BY; SHEET TITLE; .~'~p~~ JOB N~. ` DATE: ~ _ a~~;, ~ . . . ~ . . ~ ~ . . . ~ ' ---~A~onual bb~ed ~ ---t" elecfric valvo ~ ~ ' I: ~ w/o fbw cpntroll ' TORO 26d-OB-OR ~ ~ Finish grade ~ ~ Male thr~ed inlet ~ by male thre~d - Ratcheting rlser , ! outiet ~ ( 57'OC•3P onlY ) ~ Finish prade ( 570C~9P only ) s ~ : r ~ ~ ~ ° TORO 570 sarles ~ , ~ -~Vaiv~ box Y, fixedspraysprinkler C 'sa w! posftive ~pring ~ 24YAC e~lanold ~ retractfon ~ w,.,..,, ~ ~ Cut otf rlaer ' od 1" ~lectrie valve ~ Fitting (eetldl~, or ~ .,...~.~..M~. ~4 wl flow conlroN Insert fitting) ' . . i . k.yrynV^uay 1'~w ..u~~/'?~i ..?^'~~kv/•htl .«~r .~w. . . . . . . . . . . . . ~ ~ ~yM .w . . q . ~1' ~`n».~. ~.In . ~.W,We~Y ~n«rr^~.~.wm, . . . . . . . . . ~~M ur " r d ?ORO!264-16-04 s Pipe ~ , . ~ ~ . . . ~ „ . ~~~w'dx~r,m°N ~r w . . . . . ~ . . ~ . .,....--.,,F..-....~ a , . • tNr..~. . wa;~ . ~ ~ . . . . . ~ , .'r~"`.gy^~'*. ~~..w.~wro+: w.~.,.... ~ . . ~ _ "`i+„sr.,.g~ . ' _ $A«w,~,.°~"•1,r,-.r. ~ Male thread inlet ' ~ ~ ~ ~ . ~ . . . . ~ ~ ~T..r..- r " ~ " ;..~.e„,.,. . ~ . ~y ~ ~+w*~,.~,,,~ ~ . . . . , ~ , by Insert outlet ~ ~ ; . . . ~ . .J . ~ ww+~.w+ww~.w~ ""u""."^+'~,~,,r. ~ ~ a' . ~ ~ ~ 4 . w..._. _ 3 .,.~..~k ~ ~ ! ~ ^~w 'mg ~ ~ ~ , . , . ~-.....~r. . . ~ ~ i . ~ T~?w,r~...,a,.1""""`R...er.«w.~.*TM.rwi"<'~'!smM~.'.'.p"`~. ,"'4..w. ~1 w an a~,wuk.,1 , X ~ i . . , . . . ~ . r , ~ . r . ..e ` . . " ^'~»~«o~"°~""'i~`n...,..,Wr „ ~ . . . . ~ ~ ~ . ~ ~ .r q ~ , . . . , - . : . :j,:' . ~ . . . ~ ~ : '~,.t'"'' q ~ _ 57~ 4NST ~LpTI ~ ~ ~ . ~ ~ ~ ~ ' .~,F.„ ~.~,~-^~...M...,._.. ,~_.«,n.p,rM.....n„......w„m. ~ ~rr ~^v, ~.M«. ~ DETAIL No sca~e . . . ~ . . . . t C . r ~.F' } .y ~ «.w....,°..~-°•.~..,.-~.M.F-m.m.«. , . ~ . ~ ~ . . ~ . . . . . . . t , ~ . ' ~ . . . . . , . •a~.....~..,.~ ~ rw~ ~ ~ . ~ . . . . . ' ~ . . ! 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T ~..t~reter ~ ~~N~t ~ sl~n~Ar6 tosat;~l~l~ ~ , , ~ ~ y 9 lo~ tt~ai~ ' r ~ li~. I x t~~... I . . . ~ f r Pa .ii ' i '1 . . ~ . . . . , ' ; , ~ ' ~ ~ . . . . . . . . ~ . . . . . . . ~ . r . S I i . i ? ~ ~ ~ y ~~r ~ t ~ ~ ~ ~ ~ ~ , ro~a s~~ ~ ~ i . , . . ~ . . ~ ' . ~ i . F E , ~ . 9 ~ + R . , . , ~n~,`." 'i`3 .7"~~-~ ~ ° ~l~~l ~'r~ ~a~l~'~ ~ ~ ~ Pl~ticl~ommarci~lri~er ~ ~ ~ , . . . . . . p . . , , , i ~ ~ o 3 ~ ~ . M . . ~ § ~ r , ~ , Yy 6 . ~ . . . i l ~ . . . . . . ~ ~~~k ~ . ~ , ~ ~ Y;,, ~ y I . ' ~ . . . . ~ jr. f . . . . ~ ~ _ ~ 1 i5d r;~ ~ it . . ~ . ~ ~ ` , ~ ~ ~inr¢~~ ~ p~ ~ inlSh gfade ~ t ` ~ ' '(^m~-o~ 5"~~ Z ~iv~~C3 ~~r v~9a~"~ t ~ ~ ' . . . . ~ ~i , ~ . . . ~ ~ ~i ; . . y ~ . . . ' ' .~..j' ~ . , t' , . , ~ . . . ~ ' . . ~ . , t . . ~t ~ A ' ' ~ t ~ " ~ ~ ' , ,ce« , ~ ~ ~ "~"a~o 5 °l04 ~,,~'~r~~?~..~1 ~ed~~ 3" Pop~up stroke . . . . . W ~ . . ' . ~ .i. ~ i. . . . ~ . . . ~~.:.'i . . . . ' . . . . . ~ . = t ~ ~ ~ Cir ( wlposltive spring t . ~ ~ ' t _ • . I ' . f ' . . . t ~ ~^ri - ~ if., ~ . . . ~ ` ~ ' ~ r i I retraction J ~ ~ ro ~f~+~~, ~'rad~~ ~~~~t~ ' ~ ~ a ~~:e ` ' ' ~ " , i 1 F ~ I ~~i i~, TORO S7Q0 series > ( t I, , ~ , ` ! ~ ~ ~ , ~ ~ , . t ~ ~ ' (~1 '~~4 ~~3b~. t~ ~ ~~1~, -1~'° gear driv~n Bprinkler ~ ~ ~ ~ ~ ; ~ ' ~ ' ~ ~ . . N . , . . . j'. . . . . , ~ -i N ' ~ ' . . ~ :y' . ~ ~ f. r , . ~ ~ y, . . . . . . ~ . ~ ~ , ~ ~ . . 4 . ; ° ~ ~ ~ . . ~ i . : . , ~ ~ t Built•in checkvalve 1: ~ ( 57tI0C onlY I . . . , . i ~ ' ~ . ~ . . ~ . . ~ ~ ~ ~ . ~ ~ , . ~ ` ' ` ' . . . , , . ' . " , . . . . . . . . . . . ~ . - . . . ' . ~ ~ . : . ' ' . . F u~»~ k `+u,:.ar4: ~ ~ " ~ - ~ , y , , j Cut off ri,a~r ~ ~ ~ ~ ~ i ~ , ~ " " " a, , i ~ ~ ~ ~ , ~ ~ ~ ~ . ~ , ~ , 13 ~ 4~ Fittin~ {]nsert 1 saddle ) j ' . ' . ' ~ " ` , ~ ~j F4 . ~ ' . .`r ~ .'i. . . . . ' I. • . . ~ t . Y . i~~ ' ~ ~ ~ ~ ~ l/'~' a ~ ~trG?t. C ~Ot~ ~ . ~ ~ . { . ~ ~ ` . . . . 1 . ~ y ::~I ` ~ . . . . ' .i, 'n~, ! ~ ` . ' ' . ~ . ~ , ~ Pipe (Pvc! Poly.) : x~ ~ ~ ~ .c . . ~ ~ y . ~ . YM1`0evn.Q~'q n~.h'M~h+~?'fi?~!y'~.""'~""}r+m*...w..+~mry'(~,"PlRn ~ .~r i f . ~ : , . ~ f Y . . . ~ . . _ Ir . s " . , ~.1 ~ j . . . , e r . , . ~ 4.n ~ -~e. ~ ~ ~ ~ . , ~ ` L r, ~I, ~3 L oc Q~~' ~ N p ~ ~ ~ 1 l~ a ~ ; : ~ . ; C' ~'~I T`~12 l~du~s~Mt~l ~'A~e~ No. j ~ ~ , , „ • , . ,L . . r'.n . . , . ~ t ~ i . . 7 . ` . . , ~ . . ~ . . . , , , ~ , . . ;v~ ~ ~ ~ ~ . E . . , ; ~ _ . . - i J 6,r+" ~ ' ~ ~ . 1 ~ : ` ~ ~700 ~ sT L~.~ ~ . , . I Q a ; , . . ' ~ ~ ~ 1' y} ~ 1~ ~ . . . b ~ r ~ 'M~!'A'hM, MPIYP -N~~i . ' ~N l~~~~ . . . . _ . i1 ~ ~~TAI~, ~D~~AL~ ' ~ u~ . . .~1`1 . . / . . 4~: ~f, ~ ~r , , , r, ° ' ~ ~ . ~ , : ~ ~ . z ~ ~ , . , ~ , , ~ ~ ' ~ bPRU1Nt8fl6PNY&4m ~ . , { ~ ' ~ . ~ ~ ~ . A, , . . 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' J. . . } . . : , i , , b a ,r a , . ~,i r<~t 1 . : " AWN BY : - y~+ r~YM~' "i , ~ r ; ~ { 5 i ~„J lt m ~Y3 s ~ t ~ ~~a > ~ ~ ~ k , t f N ' ~n~~~{ a+~' ~ t~` r ~ , ~ ~ ~~yl~~E~~ "~~~1.; r y~ I ' ~+KELl r 7,1111 ( i ' 4G~ a,~ u " ~ s ~ '~i 1~; m. ~!~'fl~i~~~~~~ ~f tt~ y ~ ~ . ~ ~ ~ ;tef~ ~ p@ s ~ i~~, ~1 ~ ~ ~ rr~ ^~~E".~ i * ~ J ~ ,k~~~~' ~ ~ x t~ Q ~ : . ~ ~ - ~y. . ~ F 4+~.. ;r C~]:f . a. , ~i t 's" ~ , ~ ~ u~ ; Y . ~3, 4~g ~ ~ ~ ~ s~~~r ~ ~ . . . ~ . I . ~ . , , Y.. .i....,., :1 . n, ~ „'I. ~ . :6 ~ . i . . . . . . . e~~ . . .M1 . , ..~?[a.~ lSl... .t, . r . ~ 7~ i . . . . . , . ,Yip. cn.. . . , t 6~ ~ ~ ~ ~+~~1" ~ ~ ~ ~va~ ~ ~ ~ ~r ~t ~ ~ u~ ~ ~ ~ ~ ...P ~ s~ , ~ ~ , ~ TITi~ ~if~Ct,I g~t,~~ ~ t~f~ Jp8 N0. ~ ~ ~ ~ ~ ~ ~ G ~Y y = y . . ~ , . L~' ~ ~ a ~ t ~ ~t ~~d c ~ p ~ ~ rS3~J'~ V ~ i ~ I ~ ~ ~E "9~ A~~~'~ i ~~I~z~~' a ~ ~ . }a ~ t~,'~' ~~''w,t . ~'~~~~.`~E.~ ~ ~ ' ~ _ _ _ ~ ~ ~ls..~t'~`~'"~ ~ ~ ~ a t ~'+u' . ~ . ~ ~ ~ e ~~~6ii~ ~ ~'~~G' ~ ~ ~ QA~~ ~ ~ , , _ ~ , ~ ~ . . . ~ ' ~i ,)do �j o32-94 g6c)d- 11' ChC-c+L C!tyofaall iso �'la�s 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit#: Permit Fee: 0 �Z Date Received: Staff: L 2016 MECHANICAL PERMIT APPLICATION ❑ Please submit two (2) sets of plans with al commercial applications. Date: O I ' o� 2016 Site Address: v [C�3 C Tenant: Suite #: Resident/Owner Name: OCi. ^6(4. i\C. Phone: 65/ / " ' ft / 7(Z Address / City / Zip: 1(03 (e.--%,. C -6 -s2 -T" L" act,` , 1/4 a 5542/ Contractor Name: e t ' ' iti _:',Act.. , C� � License #: Address: )5 r t".W Ai- dr, City: - O Tvv S f j c State: Ni Zip: S-450 1 3 Phone: (P S i -al 92 - c/C/33 Contact. f ,e 8eGk(0 - Email: S ,YI E'c" cz`,- 46 -' ''CJ -C vt--1/4- Type of Work New Replacement Additional Alteration Demolition [ Description of work: 7 --P1q' ce 2- e'tcN-:, )0 rc i nctc.ka jed 21'u `,lt• - Si Z - 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. Permit Type RESIDENTIAL Furnace COMMERCIAL New Construction Interior Improvement Air Conditioner Install Piping Processed Air Exchanger Gas - Exterior HVAC Unit Heat Pump / Under/Above ground Tank ( Install / Remove) Other _ RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit, includes State includes State Surcharge Surcharge = $ TOTAL FEE $100.00 Residential New, COMMERCIAL FEES $60.00 Permit Fee Minimum includes State Surcharge call for Surcharge Contract Value $ ,' 73S x .01 j = $ ` 15 1 3 5 Permit Fee $75.00 Underground tank installation/removal, Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please = $ 1 - 57 Surcharge _pp C, = $ j S - 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 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 j 174 vie 4_x e /i Loci Applicant's Printed Name FOR OFFICE USE Required Inspections: Underground Rough In Air Test Ga plicant's Signature Reviewed By: '"'" ` D Service Test In -floor Heat . Final HVAC Screening 06/06/2018 14:57 FAX 7634165731 Egan Company lj001/002 For Office Use . r • :::: EAAN L9 3830 PILOT KNOB ROAD p EAGAN,MN 55122-1810 Dale Received: 1'/E (651)675-5675 I TDD;(651)454-8535 I FAX;(651)675-5694 Staff: Plan Submittal;epiansj&citvofeagan.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: 5/31/18 Site Address: 2963 Center Court,Eagan,MN 55121 Tenant: Blanda,Inc. _ Suite#: Property Owner Name; Blanda, Inc. Phone; 651-688.9510 Name: Egan Company License p: PC001010 Contractor Address: 11611 Business Park Blvd N City: Champlin State: MN Zip: 55316 Phone: 763-762-5601 Email; cje@eganco.com Type of Work New _Replacement _Repair _Rebuild Modify Space `Work in R.O.W. Description of work: Install new RPZ for utility sink per city inspector 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(851)675-5646 to verity that tests passed prior to oickind uQmeter, Domestic;Size&Type 112' walla Fire: 1 Avg.GPM High demand devices?_Yes No Flushometere_Yes No COMMERCIAL FEES Contract Value$ x.01 $60.00 Permit Fee Minimum =$ 60.00 Permit Fee $60.00 PVB/RPZ Permit(includes State Surcharge) Surcharge=Contract Value x 50.0005 $ Surcharge If the project valuation is over$1 million,please call for Surcharge =$ 60.00 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 _�.__ ___ .......... ......_..._____ .._...._......._.—...._..._::_.._._....._w...........__._. �...- $.......... �._._._ ._. State Surcharge _5 TOTAL FEE You may subacribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City'a website et www.citvofeaoan.comffubseribe. CALL BEFORE`f:4ld In. Cell Gopher State One Call at(651)454-0002 for protection against underground utility damage. 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 art application for a permit,and work Is not to start ' out 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. + Christy Erickson x EtierWA-- Applicant's Printed Name App icant's nature FOR OFFICE USE Approved Sy: Date: Required Inspections: Under Ground _Rough..In Air Test _Gas Teat _Final PRV Required: Yes_No Meter Related Items: Meter Size Radio Read Manometer Staff: Page 1 of 3 For Office Use--------- I Permit #: Permit Fee:AGAN I 1 JECIEI 1 V� I Date Received: 1 3830 PILOT KNOB ROAD EAGAN, MN 55122-1810 I I (651) 675-5675 TDD: (651) 454-85351 FAX: (651) 675-5694 1 Staff: 1 buildinginspections(a�cityofeagan. com DECCl• �� L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1230401-R 2018 FIRE SUPPRESSION - MIT APPLICATION Date: 12.5.18 Site Address: 2963 Center Court 55121 Tenant: Blanda Inc Suite #: ❑ Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components Name: Phone.- Property hone:Property Owner Address / City / Zip: Applicant is: Owner Contractor Type of Work Description of work: Contractor Construction Cost: Name: Ahern Fire Protection Address: 13705 26th Ave #110 State: M N Zip: 55441 Estimated Completion Date: License #: C039 City: Plymouth Phone: 612.8 4 3 . 3 217 Contact: Stephanie Pembertc0,ail: spemberton@ahernfire.com FIRE PERMIT TYPE X Sprinkler System (# of heads �) Fire Pump Standpipe Other - DESCRIPTIO �3� X mmercial T�e�'ic enc" y Correc"rions FEES $60.00 Permit Fee Minimum Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge $100.00 Residential New (includes State Surcharge) 3/4" Fire Meter - $290.00 WORK TYPE New Addition Alterations Remodel Other: Residential Educational Contract Value $ =$ 60.00 _ $ 0.35 _ $ 60.35 _$ _$ 700.00 x.01 Permit Fee Surcharge TOTAL FEE Fire Meter 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. 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 Stephanie Pemberton x SLP Applicant's Printed Name Applicant's Signature FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Trip Conditions of Issuance: Flow Alarm Drain Test Pump Test Central Station Rough In Final Permit Reviewed by: r� -�'' Date: /G2, ! l l �J