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2864 Eagandale Blvd4 4* City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use %16001 Permit Fee: Permit #: Date Received: 41 1 7 /13 Staff: !_7 2013 COMMERCIALBUILDINGPERMIT APPLICATION Date: VI 7/, 3 Site Address: Z �C �f E°r%44.47e. gda �J Tenant Name: (1 00 -Cr, (kJ C 1d f 4/A (Tenant is: New / Existing) Suite #: Former Tenant: O -S, ) ExJ r. Property Owner Type of Work' Con rector Architect/Engineer Name: ei19v-f,4, (1,0 ��✓� Phone: (7,1--) 7-79 "dbea Address / City / Zip: 'le 0,47 Applicant is: Owner V Contractor Description of work:,Dej1/7,3, Construction Cost: Name: /'",2 D //7/ +1 f � License #: Address: H-7 76r_e )h City: ! /te ✓i1 -- State: ,4i,&J Zip: 6-5-6) 1 q Contact: _P4-/- Name: t-1.72/41- Phone: ✓ Phone: 9 5z — / 9— 247 ( Registration #: Com Address: City: State: Zip: Phone: Contact Person: Licensed plumber installing new sewer/water service: Email: 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 i conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an applicatio .r 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 wor. hick r-.uires a/ view and approval of plans. )'/v1 kips Applicant's Printed Name ,J cant's Sig . . ure Page 1 of 3 a o CGi ,, CL J- i vc 1/ DO NOT WRITE BELOW THIS LINE l //obpi SUB TYPES Foundation VVCommercial / 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 Public Facility Accessory Building Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage Occupancy 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 Framing Fireplace: Rough In Air Test Final Insulation Meter Size: Final 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 Sheetrock Final / C.O. Required V 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 No Reviewed By: ('' 1 (j , Building Inspector C2FJSULI Reviewed By: a9r. , 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 C." Water Quality Water Supply & Storage (WAC) Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: �C V -G TOTAL Page 2 of 3 䕍䡃乁䍉䱁倠剅䥍⁔䅄䕔›⼳㈱㤯റ刊䍅䥅呐›〱㐰㜱਍晓䕦䄠䑄䕒卓㈠㘸‴䅅䅇䑎䱁⁅佂䱕噅剁⁄湕瑩⌠倠牥業⁴‣㈱㐸ര䰊㈠㌯㐯朠㔠匠捥⹴匯扵‮䅅䅇䑎䱁⁅䕃呎剅䤠䑎单剔䅉⁌䅐䭒㬠⁴൉匊䑅均䍉⁋呈⹇☠䄠䌯㠠ㄸ㤭〰‰乔呓呁吮℮䄧剒䕔⁒呈⽇佃呏删湏呆偏唠䥎ൔ䤊华䕐呃佉ॎ义偓䍅佔॒䅏䕔䌉䵏䕍呎൓ऊउ਍उഉऊउ਍उഉऊउ਍उഉऊउ਍उ氉മऊ㌳‿㠸㌉朠䤠怉ⰿ‿ി㐊 INSPECTION INSPECTOR OATE COMMENTS t , SITE ADDRESS Unit # Permit # Sect./Sub. INSPECTION INSPECTOR DATE COMMENTS ? •Q( y . 6 .? ? -I 7 7 W ? INSPECTION INSPECTOR DATE COMMENTS f S b S-3/ ? 2 io?9 [ U? ? t 3 6- a 9 Ff 0 G -iz-9i Ftfs dS ?-I 17 c!>.B G Jo-y/ f DS 2i 9 cr,?8 G-.?./-?( S - s D s ?- - 9 Z s ?-?-9 ?- w ?. . ?• 9-yi S Ds ? /z ? 7 wB d'???Qt . ', IL SITE ADDRESS Unit # Permit # Sect./Sub. INSPECTION INSPECTOR DATE COMMENTS 1.0 . lfJ z ?-J7- t s DS 3-: _fz 3 - 3 -9oZ +a S - o z ? 3 Yr - z t w .?-l? Y 3-t7- L Sttt S c ?}S,? W 3• gt? 3-Zn-P2 " .. . CITY OF EAGAN Remarks Lot 2 Blk ? ;a.gandale Blvd. State ??? , M 55122 Improvement Date Amount Annual Years Payment Receipt Date , STREET SURF. 1972 1,147.00 114.70 ZO STREET RESTOR. 196 1 9682QQ 196.8o 10 ? GRADING 1 l,s']l 241.0 O 24.1d ZO SAN SEW TRUNK .41a 1968 75-00 29-17 30 * SEWER LATERAL 1968 11,201.50 6o.o 20 WATERMAIN * WATER LATERAL 1968 20 * WATER AREA 196 20 * STORM SEW TRK 19 20 * STORM SEW LAT 1968 Zn CURB & GUTTER SIDEWRLK STREET LIGHT Road Unit 75.00 5544 8/16/79 WATER CONN. gUILDING PER. sAC 14180 2633 -4- o PARK CITY oF EAGAN Remarks Additi ??A? c?rTEx 1 Lot 3 Blk 5 Parcel 10 22500 030 05 Ow?e?lyle.Yl La.l'1 V??? ? i?eet 2864 Eagandale Blvd. State Eagan' DV 55122 Improvement Date Amount Annual Years Payment Receipt Date STREETSURF. 1172 59 53.00 5 5.30 14 STREET RESTOR. GRADING 123.00 ZO SAN SEW TRUNK p 1968 1 27'7. 0 42.58 0 * SEWER LATERAL 1970 17,333.92 1,155-59 1 WATERMAIN 'M' WATER LATERAL 1970 1 ? WATER AFEA 1970 1 STORM SEW TRK 1970 1 * STORM SEW LAT 1 7 CURB & GUTTER SIDEWALK STREET LIGHT WATER COfVN. BUILDING PER. SAC PARK Remarks Lot 4 Blk 5 Parcel 10 22900 040 05 2864 Ea,gandale Blvd. scate Eagan, M[J 55122 Improvement Date Amount Annual Years Payment Receipt Date STREETSURF. 1,972 2 6OO.00 260.00 lO STREET RESTOR. GRADING 54-70 ZO SAN SEW TRUNK 19 14.75 1.88 0 SEWER LATERAL 1970 7 9 1- 9 528.79 1 WATERMAIN WATER LATERA? 1970 1 WATER AREA 1970 1 STORM SEW TRK 1970 15 * STORM SEW LAT 1970 1S CURB & GUTTER ' SIDEWALK STREET LIGHT WATER CONN. ? BUILDING PER, ? SAC PARK RE: J JY DATE: ' JUN 5, 1991 2864 EAGANDALE BLVD (KRAFT AMERICAN) X Your Sewer & 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. BE SURE TO CALL PUBLIC WORKS (454-5220) FOR YOUR PERMANENT WATER TURN ON. Your Sewer & Water Permit for the above property cannot be completed for the following reasons: confirmed by Bill Adams or Dirk House (Plumbing Inspector5 - 454-8100) before issuance. WARNING: BEFORE DI ING ALL LOCAL UTILITIES - TELEP ONE, ELECTRIC, GAS, ETC. - REQUIRED Y AW. CONTACT COMMUNITY V OPMENT DEPARTMENT FOR WATER RN ON POLICY. Secretary, Building Inspections Dept. Your Sewer & Water Permit for the above property has been campleted, bj h mete e' / be issued or qJEoccupancy CTS _ QNLYallowed: PIuntil eas_ e further pay for notice. meter at ? I? COMMERCIAL PR eter size must bs J BUILDING PERMIT Te 6e usod fer OF 3 Site Addreas 2,364 Lot Block 5 Percel No. ,r - -? oc Name ' Z ;-„ 2 Address ? City CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 N? 9191 PHONE: 454-8100 Receipt ?.4 I('i? F:L;Oi?:tjt.Volua 540t:i()0 Dote 2G 19 C;f?NDA"LI: bLVD Eroct ? Occuponcy i ? Sec/Sub. l;f? : J C11111 I? a 1; P i': 3AIter ? Zoning '? - G(' - 04 0- 05 Repoir 0 Flre Zone `,. Enlorpe ? Tvpe ot Const. I 1 : : L I J K Ci.T; FRliI': & PROf3tIt,?' Move p * Srories Demolish ? Length 67 Phone S? Name 0 •ts. .)1M1C1JL[V1SVttC-j I:UCJ:i'1' •,??•°•°•• z? O Address .,? 5 C RPORAT?: tiaAY Assessment _ u9 Cit Y S?F ``; PFStine 9 3 7- ! 14 Water & Sew. p( ? C CP 7? , Lt?? 1 , Police W W Name Fi W . , > a C ? re ? Address _ . . . ? , . E u ?g W W City Phone S 5 3- r; 2. f, Plunner Counc3l Ft. Pertnit •? L 3 O. V U Surchorye 2 0• 00 Plan check 1 1 9. n 0 SAC Water Conn. Water Meter Road Unit I hereby ocknowledge that I have reod this opplication ond state that Bldg. Off. the intormotion is correct end og?ee to comply with oll opplicuble ? 77 . Stote of Minnewto $totutes and City of Eogan Ordinontes. APC Totol Sipnature of Permittee A Building Permit is issucd ta '? • F? . S -vn'1:I) ,-.PJ60qG Ci?i47 ;i'C on fhe express condition thoi oll work shall be done in accordnnte wifh oll oppticable State of Mfnnesotu Stotutes ond Gity of Eoyan Ordinonces. I Buildinp Offitiol ` ' Psrmit No. Permit Holder Misc. Permit No. Holder Plumbing 4 H.V.A.C. Well Water Disp. Sewer E lectrie (L' ? ?? 6 ? ?cJ o( 'r Irtspection Date Insp. Other Footinys Foundation Fnming Rough Pibp. ?7s Roug+ HVAC Insulation Final Plhg. 1 ? * a?'i? Location: • . 5ewer Pr. Disp. ?. cirY oF Fr?GAN t'" ??• 3795 Pilot Knob Rood Eagan, MN 55122 _ PHONl: 454.8100 BUILDING PERMIT Receipt # '2s'' ? ? O?Q. Ecr_ vni„e , Site Addi Lot Parcel # Bloek SeclSub. N2 5367 Erect ? Occuponcy Alter ? Zoning Repoir ? Fire Zone , Enlorge Q Type of Cor?st. Move ? # Stories Demolish p Front ft. Grode p Depth ft. Approvob Feea oc Nome ,?• ,._?. Addreu 0 I?p Nome ` ?? Address ? . ?- r..., oti.,..e Nome _ Address Assessment - Water & Sew. Pol ice Fire En9• Planner Council Permit Surcharge Plan check SAC Water Conn. Woter Meter I hereby ocknowledge thot I have reod this applicotion ond state that Bldg. Off. the informotion is correct and agree to wmply with all opplicable APC Totol State ot Minnesota Statutes and City of Ecgan Ordinances. Signature of Pe?mittee A Building Permit is issued to: on the express condition thot oli work shoil be done in accordance with oil opplicable Stcte of Minnesota Statutes cnd City of Eagan Ordirances. Buildinq Officiol [I ?- h Pwmk # DaM fMwd PWM1lM" Plumbing tP 5 wm Mechanicol 3`_> & 7 INSPECTIONS DATE INSP. Raqh-In Finol Footings -? Dato Insp. Dafe Irqp. Foundation Plumbing -/- Fmme / ins. Mechonica I Final ? ? Remarks: ? ? , ? ? ? ? , ? ? ? ? %a ? ? . . , BUILDING PERMIT 3830 Pilot Knob ?? . ;ITY OF EAGAN ad, P.O. Bax 21-199, Eagan, MN 55121 ?"19763 ? PHONE: 681-4675 - i Receipt # - ? i To be used for ppIFiCg Est. Value Site Address 2UA zAGAmDALE BLVD Lot 2"4 Block S Sec/Sub.EA U Parcel No. Name KRAFT MlERICAN w Addre,SS 2864 RAGANDALE 81.VD ? c,it, LWAli M za cc N2fT18 RAM 0 Address ? citY ZP Phone 8 ucense # I hereby acknow{ege thal I have read Ihis application and state that Ihe intormation is correct and agree to comply with all appiicable State of Minnesota Slatules and City of Eagan Ordinances. SignaWre of Pertnit, A Building Permit is on the express con, appiicable State of I shall be done in accordance with all s and City of Eagan Ordinances. W ?- OFFICE USE ONLY ? O FEES j ?=Z ccupancy ? 81.00 zoniny - ea9. PermK (Actual) Cons1 - $urcharge 3.00 (Allowable) - Plan Review # ol Stories _ Length - Licerise Depth - SAC, City S.F. Total - SAC, MCWCC S.f. Footprints - On Sile Sewage _ Water Conn On 5ite Well - Water Meter MWCC System - City Water _ Acct. Deposit PRY Required _ S/W Permit Booster Pump - SNV Surcharge TreatmeM PI APPROVALS qoad Unit Plenner - Park Ded. Council Z ? ? BIdg.01f. _ Copies Variance - TOTAL 86 • 00 ? Permft No. PKmN Holder Date Telephone # Fi/{N PLUMBING FIVAC ELEcrRIc 5?I dr EIEC'TRIC Inspnction Date Insp. ComrtiaMs Footings I Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Flreplace Final Htg. Orsat Test Final Plbg. Ptbg. Inspector - Notify Plumber Const. Meter EngrJPlan Bldg. Final Dedc Ftg. Dedt Final wea Pr. Disp. .r. . a . ? ? ZA1A Dil.,f 1! BUILDING PERMIT To be used lor WA ?'' ?nnlTTO Site Address 2864 EAi , Lot 2-4 Block 5- ; Parcei No. W Name ?? N EM t Address 2$64 0 City EAGAN ao Name nPL?S C01 f ',°,a Address ' i5R1 Phone 99, Eagan, MN 55121 D . . ? • ' .t' ti uate 19 v.L_ OFFlCE USE ONLY Occupancy -A--Z FEES Zoning _jacl (Actual) Const _ Bldg. Permit 10,710.?D (auowable) V? i' ol Stories ? surcnarye SO Length ?Q4o a•? i• ? Plan Review oaPm 396' snc, ciry S.F.Total 148.01W S.F. Pootprin44611110W SAC, MCWCC On Site Sewage _ Water Conn On S+te Well - Water Meter nawcc system x Cily Water ?. Deposit PRV Required _ S/W Permit Booster Pump - $/yy Surcharge 5M (b) Treatmenl PI APPROVALS Road Unit Planner - Park Oed. Council ? eldg. Ory. _ Copies Van*ance - TOTAL 19.129. SO CITY OF EAGA oad, P.O. Box 21-1 PHONE: 454-810 --? WW Name - OPUS A 6 E INC ? ; Address SAME ? i W City Phone 936-4468 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 ol Eagan Ordmances. , Signature of Permitee A Building Permit is issued Io: 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 ? Est. - permit Plo, Pm" Holder Dste TMephons # WATEfl ? ??/?/ ? 3`?`'? `?c?/? SEWER PLUMBING ? A 9 yor 'a?l/l/? H.V.A.C. ?j 90 0 0 ELECTRIC Inspaction DMe insp. Comments Foo6ngsl Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Orstat Test Final Pibg. -S- ` Plbg. Inspeclor - No6fy Plumber Const. Meter Engr.IPlan Bldg. Final C? c- Dedc Ftg. Declc Fnal weu Pr. Disp. BUILDING To be used fo Site Address < < L+ 1114 Lot - ..4 Block 5 Parcel No. Est. Va(ue $241.000 +ry ? raw 1 IS 1 :? Receipt # _ + ' Date MAy 23 , 1919, OFFICE USE ONLY Occupancy B_-z FEES Zoning _ W Name A3EPi (AcWal) Gonst _ Bldg. Permit 1.133.? 3 ° Address ? ?,4 EAGl1I+lUALE BLVD (Allowable) Surcharge 220. Sfl City Phone 454-6580 '.'.• '.'? # ol Stories _ Length _ Plan Review 736.00 ` o Name ;;i'?;«011pTIC1t3 oe Pm - SAC, City 2&600.QQ o ? Ucc Address S.F. Total ? SAC nncwcdb??•? City ? i'r??• Phone 9 ??494 S.F. Footprints _ , On Site Sewage _ ?Nater Conn W W Fw ?+ Name I A & ? IN?+ t " On Sile Well _ Water Meter ?? ¢ z a W 5 Address • ? City LS Phone 936-4547 MwCC System _ ciry water _ Acct. Deposit PRV Required _ SMf Perm'rt 60•00 1 hereby acknowlege that t have read this application and state that the Boosler Pump - S!W Surcharge •50 iniormation is correcl and agree Io comply with all applicable State of Minnesota Statutas and City of Eagan Ordinances. : Treatment PI 2,176.00 Signature pf Permitee APPROVALS Road Unit A 8uilding Permit is issued to: OPLS ??RPORATIOIV Planner - ?arkQe d, on the express condition that all work shall be done in accordance with all a lica6le St l Mi t S Council 59C1 Sl?ie! 4810-92 M M pp a e o nnesota tatutes and City of Eagan Ordinances. Bldg. Off. _ M 1 - Building Qlficial variance - TQTAL 33+536.92 CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 I I Permii No. I PeYmit Holder I Date I Telephone # I Footings f FoundaGon Framing Roofing Rough Plbg. Raugh kitg. Isul. Fireplace Final Htg. Orstat Test Engr./Plan Bldg. Final Dedc Ftg. Dedc Final Well Pr. Disp. CITY OF EAGAN ' 3793 Pilof Knob Road I Eagan, Minnesota 55122 Phone: 454-8100 mech. Reating PERMIT 9f `LS/79 Dote: Site Address; _2864 Eaqandale BZVCi. Lor 2 Btock 5 Sub/Sec. _ Farandale Ctr. Name -km• Fruits & P]COC3UC@ e Address 's64 Eaqandal.e Blvd. 3 O City Eaqan, MN Phone: Name A. Binder & jOI1 . ? Address WeSC St. PAL1l e 0 City _ Phone: ; 7 This Permit is issued on the express condition that all work shall be Minnesota Stotutes ond City ot Eagon Ordinances. No. 355 16t!86 Receipt No.: Single I Residentiol I Multi Res., Comm./Ind. Co[tlzw !3E'yP New/Alter./Repoir Cost of Instollution 80.00 Permit Fee Surcharge ac?.?c Total done in occordonce with all applicoble State of Building Officiol 4 --'; -- ` CITY OF EAGAN 3795 Pilot Knob Rood Eogan, Minnesoto 55122 Phone: 454-8100 MECH. rLE'-. - PERMIT Date: 11/5/79 Receipt No.: Single Residential :?y? }.hc;andaie Blvd. Site Address: Lor Block 5 sub/sec. _ Eaaandale Ctr. ? Name -kni• 2''Y'111t.8 & Prouuce . ; Address 2964 EaQandale B1vd. 0 City F4cidr Phone: Name ''''r?. . ? Address i? S. CpriCOrc? St. e 0 V ' City 7 r. Phone: ? This Permit is issued on the express condition that all work shall be Minnesota Statutes and City of Eogan Ordinances. 363 No. 16562 Multi I I nd. New/Alter./Repoir -tE'r Cost of Instollotion Perrnit Fee ? j Surcharge Tota I done in acwrdance with all opplicable State of Building Official T PERMIT # !?lL? MECHANICAL PERMIT RECEIPT # CITY OF EAGAN ? I 3830 PILO T KNOB ROAD, EAGAN, MN 55122 DATE: ' CONTRACT PRICE: PHONE: 454-8100 Site Address Lot ` Block Sec/Sub BLDG. TYPE WORK DESCRIPTION - , Res. New m Name Muit Add-on ? Comm. Repair ? Address Other ? City Phone • Name FEES 00 RES HVAC 0-100 M BTU -$24 ? c Address . . ADDITIONAL 50 M BTU - 6.00 p City Phone (pES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM -1 PER PERiY11n - 1 50 Ei . TYPE OF WORK CQMM/IND FEE - 1g'o OF CONTRACT FEE Forced Air M BTU APT. BLDGS. - CaMM. RATE APPLIES TOWNHOUSE & CONDOS - RES, RATE APPLIES 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 Outlets # BEYOND $1,000) Other $. FEE: S/C: SIGNATURE OF PERMITTEE ? r TOTAL: . r ' FOR: CITY QF EAGAN 3-0 P-P, Receipt MECHANICAL PERMIT Permit No. CITY OF EAGAN Fee Fill in numbered spaces S/C Type or Print legibly Tot. • ' 1. Date 2. Installation Cost 3. Job Address Lot Blk. Tract 4. Owner 5. Contractor j " Phone 6. Address 7. City Stdte Zip 8. Buiiding Type: Residential ? Commercial C) Institutional ? 9. Work Description: New C7 Add ? Alter O Repair ? 10. Describe Fuel Type 11, No. Equioment BTU - M. Ea. Forced Air No. Equipment CFM Ai H Mfg. r andling: Boilers Mfg. Mech. Exhaust Unit Heater Mfg. Oth Air Cond. `-? er Mfg. Gas, Piping Outlets t 12. I hereby certify that the above intormation is true and correct, and I agree to comply with all ordinances and codes governing this type of work. Signed : for Rougn F• al Inspections: Date Insp. Date??,,?„'? InsP'!? ov? This is your permit when numbered and appraved. Approved CITY OF EACaAN 454-8100 INSPECTION RECURD Control No. o o7 9 ? ; CITY OF EAGAN PERMIT TYPE: , "to MH ? 3830 Pilot Knob Road Permit Number: 0006144 Eagan, Minnesota 55123 Date Issued: *3120f92 (612) 681-4675 i ? SITE ADDRESS: i Q f, 2,4 eLOG KI 5 APPLICANT: 2864 RRAAND ALE eLvn oPus CoaP I VA8AM1}ALE GENTER INOU91RIA1. PAiiK 1 (612) 936-+1442 PERMIT SUBTYPE: cOHa/JND. nua. TYPE OF WORK: pu01 I soa INSPECTION i i: . ruu? rN?.? iRAM(Nit IMSULATLON UALi.BQARD FINAL - I r i i i !t ? . J Permlt Mo. Pwmlt FioWsr Date Telephone r S/1N ti°LUMBING HVAC ELECTRIC ELECTRIC Inapectbn Daw Imsp. Commots Fqotings I Fourdetion FmrNng Rooflng Rough Plbg. Rmigh M9• Isul. ' Flreplece Final Htg. ? Orsat Test Flnal Plbg. Plbg. Inspecta - NotHy Plumber Const. AAeter EngrJPlan siag. Final 2. 9- 9z oeck Ftg. Deck Final Well Pr. Disp. 'J 4 I ?. INSPECTIUN RECURD -?"'-CiTY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55123 Date Issued: (612) 681-4675 SITEADDRESS: APPLICANT: :'RE+A EAUAMDAIk HLVn OR1i;, GpRP EAGAMDAtF. CFMTFR IMGUSTRTAL PARk l. (612) 936-4442 PERMIT SUBTYPE: PNA gG -T?- TYPE OF WORK: ? 14041 1 NI1. RUU. rLcQ,troi rvo. 0078 'j--.. H?1 l I!It No 11i0HH:i Nj/2Nj92 ApU17'IUN m __j I ? ? I? ? ? ? r N Parmh No. Permit Holdar DibQ TiMphone # S/bY° A",* uo - *Ca PLUMBING . 'r fg v 4,Y ya8???- HVAC ELECTRIC ELECTRIC Inapeetbn Drte Msp. CommeMa I Footings I I i Foundetian Framu,a 7 j • 5 2 " ' - 9 Rough Plbg. R°,0 M9- la,l. u c s- ,a ?r : G Rrevlace d - Finai H te. 4 y-??' 9 Z y??=7 Orsat Tes! s? O •L iw ' 34 Flnal Plbg. 7-72 Pibg. In6per.tor- Natity Plumber Cons,. Meter ??? ?1094 eUg. FinW 9- z 9,yt - Ff 9 2 ,?S /d- Deck Ftg. r De& FriW 7`Z3-97 `- w 7.?I- 2 c,? ?c..?Qs Pr. Disp_ v - .97 ?? 2 vcJ - ? ?1.1 19- ? ? -, ..? O INSPECTION RECORD CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: i oTz 2-4 ?SbA f•AUAN1sAt.F B11fQ k. AAAIVUl1 L E l' F M( E k l ND PK 01 PERMITAU?TX?E:M i yc PERMIT TYPE: Permit Number: Date Issued: APPLICANT: RYAN GtlMPANY ING (612) 424-6444 TYPE OF WORK: Control No. 0718 a0aK,; F, gt?/:'H/9? rr_wnar r-kwU4+ ? ??. ? ? ? RF'MARY.S: RfCt xpT * MtXrANINE (.1A7A PN0GFS5IN4 AMEA Ptrtnft No. Pomft HoWel' Dots TemplKtne A Sl1N PLUMBING ,Avkw- HVAC ELECTRIC ELECTRIC Inspwtbn F7rEe Insp. Commants Footings i I Foundetion FrBming Roofing Rou9h PIb9• ftdr9h Htg. lel?. FlrepiflCe Fnal Htq. Asat Teat Flned Pibg. Plbg. Inspactor - Notily Plum6er ? Consl. Mefer EngrJPlan Bldg. Flnel /,V•Vg2 t? 9 DeCk Ftq. Deck Finei Well Pr. Disp. r A?? INSPECTI4N RECORD I Control No. 1003 CITY OF EAGAN PERMIT TYPE: 1+4111 +' 114" 3830 Pilot Knob Road Permit Number; p? 1 161 AH /:il /97 Eagan, Minnesota 55123 Date Issued: (612) 681-4675 SITE ADDRESS: ,•rtF,a ER43Ali4pA1.E BLVU EqORMi)ALF (:ENTER iN{]USTRlAt PERMIT SII?TYPE: c nwM tNf1. MXSC. APPLICANT: kYAN COMPANY IMC pnRK M3 (612) 424-6444 TYPE OF WORK: Al'if.kATtON PwmM No. PermR HoMrr Data TeHpfione # Sl{M PIUMBING HVAC ELECTRIC ELECTRIC Inspectlon Dsb Inap. Commeots Fooinp I Foundation ' Framing I Rooling ROUgh Plhg. Rough Htg. Isul. Flreplaoe Final Htg. Oreat Test Finat Plbg. Plbg. Inapector - Notly Plumber Const. Meter Engr.lPfan Bldg. Final Deck Ftg. Dedc Final Well Pr_ Dlsp. • INSPECTION RECORD CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: I lil L'i1 ;;s:;???r,? ?;?y 1 iI r,c,11", rk i nI PERMIT SUBTYPE: i , 1 .1 PERMIT TYPE: Permit Number: Date Issued: APPLICANT: PAHK N 1 ? F,1.'4-,154441 TYPE OF WORK: I)CSf.'fi t F'! IfIM 411 , 1 ro I Mw >?")I+4ri kc. f 1 s, /g r A flls 1 'i i (l!V 1 0 ff T.CF r`1 I1Mr'f{K0014 ) INSPECTION D • D ! • ' , i f';'if . : , ?? 5 -fd -60 Permit No. it Holder Date Telsphons # ELECTRIC 00 PLUMBiNG ?? 2 ??? - 9?(09 HVAC ? rs 9 -?9 Inspectfon Date Insp. Commenis FOOTINGS ?E J -r/aQlQ 7 FOUND FRAMING ? ROOFING ROUGH PLUAABING 7? ?S14' PLBG AIR TEST v ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAI HTG ORSAT TEST BIDG FINAL Z BSMT R.I. BSMT FINAL DECK FfG DECK FINAL . SEDGWICK HEATING & AIR CONDITIONING CO. HEATING JOB NO 8910 WENTWORTH AVENUE SOUTH • MINNEAPOUS, MN 55420 •(s1z) esi-sooo TEST RECORD ? ADDRESS ?CJIJ ! C G,bs-..JC7'!?L /?YIL?C OCCUPANT SOID BY IJ,?l W7 G!/LCQ GtJ' MAKE vt SERIAL NO. ..??CZ 0 THERMOSTAT VALVE 1 LIMIT ?'YO?!-?•?..?_.Y LIMIT SETTING FAN SETfING_ PILOT TYPE _ IGNITION MODI CITY OWNER INSTALLED BY MODEL 76 16 INPUT e ? VENT 51ZE TYPE OF LINER ? LINER SIZE FILTERS: SIZE NUMBER G WIRING TEST TAG UGHTING INST. PILOT TIMING '- PRESSURE ? 14S VJ(-+ PERCENT COz INPUT CFH PERCENT Oz ? STACK TEMP. PERCENT CO FORM 235 (REV. 11 o'891 DATE TESTED ? - 116 5?2 COMPANY TESTING CL; 1 NAME OF TESTER FpRM DISTRIBUTION: WHITE COPY - J06 FILE YELLOW COPY • CITY SEDGINICK HEQTING & AIR CONDITIONING CO. HEATING JOB NO. 8910 WENTWORTH AVENUE SOUTH • MINNEAPOLIS, MN 55420 •(612) 881-9000 TEST RECORD ADDRESS,L__? I.46Z OCCUPANT SOID BY A. `Ao MAKE PJVIXI?? SERIAL ND. `1' CS _I f -! ;-o THERM4STAT ` VALVE LIMIT LIMIT SETTING ? FAN SETTING r ? PILOT TYPE IGNITION MODEL 1?.?1,c?? ?'??C!'?,p?/ » ?- PILOT TIMING 3?C-ULZ- CITY OWNER /i4Uv,?5A,cl--d /Ot2.(iLJ INSTALLED BY '?/ ,-Lf.c! J !A4 MODEL 0C.1-76/C! a INPUT II S ? 00, VENT SIZE TYPE OF LINER V LINER SIZE FILTERS: SIZE ItoK 7S'C ' NUMBER Z WIRING Lft_ TEST TAG LIGHTING INS . 12C2 DATE TESTED ? ! C7 ? ? PRESSURE PERCENT COZ \ INPUT CFH ? PERCENT OZ COMPANY TESTING STACK TEMP. PERCENT CO NAME OF TESTER FOflM 235 REV. 71o . • :;?? ( .B9) . F??' . ._ . FOP.M DISTRIBUT'ON: 'JIHITEC^PY J^ZFlLE vE__OPr Cnn' oo? m SEDGWICK HEATING & AIR CONDITIONING CO. HEATING J06 No. 8910 WENTWORTH AVENUE SOUTH • MINNEAPOL15, MN 55420 •(612) 881-9000 TEST RECORD ADDRESS ? ---P--J J&L ?I v ! CITY t OCCUPANT OWNER ??, '! SOLD BY I1?A?'?L INSTALLED BY \ MAKE t?7.1 Q A SERIAL NO. THERMaSTAT VALVE L" r?0 LIMIT " LIMIT SETTING FAN SETTIN PILOT TYPE IGNITION MODEL (0 I PILOT TIMING E?FESSURE?wL PERCENT COZ INPUT CFH ? PERCENT O, ? LINER SIZE FILTERS: SIZE NUMBER ? WIRING ? TEST TAG LIGHTING INST. DATE TESTED ? ?? ^9 z COMPANY TESTING TACK TEMP.?6 PERCENT CO NAME OF TESTER JRM 235 (REY. 111891 ` FORM DISTRIBUTION. WHITE COP4 - JOB FILE YELLOIV COPY - CITY SEDGWICK HEATING & AIR CONDITIONING CO. HEATING ,10B NO. 1117 ?ls 8910 W?N7WORTH AVENUE SOUTH • MINNEAPOLIS, MN 55420 •(612) 881-9000 TEST RECORD ?ADDRESS ?? 1 C-yI3,,, CITY ( 1n Cb?--? OCCUPANT OWNER SOLD BY //uj" M.AA14/? INSTALLED BY I MAKE i4 SERIAL NO. THERMOSTAT ? VALVE 0 Ooib I L 4c) -7 G k 0 MODEL INPUT I rv-?-/ ? ? • VENT SIZE TYPE OF LINER ? v LIMIT i LIMIT SETTING FAN PILOT TYPE IGNITION MODEL PILOT TIMING??,4?.it ? PRESSURE PERCENT COz INPUT CFH / PERCENT Oz Q STACK TEMP. PERCENT CO LINER FILTERS: SIZE ? NUMBER G WIRING 4 TEST TAG LIGHTING I ST. DATE TESTED COMPANY TESTING NAME OF TESTER FOflM 235 (REV. t 1 89) FORM DISTRIBUTION: WHITE COPY - J08 FILE VELLOW COPY - CITV .? ? SEDGWICK HEATING & AIR CONDITIONING CO. 8910 WENTWORTH AVENUE SOUTH • MINNEAPOLIS, MN 55420 •(612) 881-9000 ADDRESS OaVl C OCCUPANT SOLD BY ? MAKE ? cli- SERIAL NO. THERMOSTAT. VAIVE j? LIM IT ? LIMIT SETTING FAN SETTING_ PILOT TYPE _ IGNITION MODEL D-F ( PILOT TIMING PRtSSURE pERCENT CO_ 69-6 INPUT CFH qO PERCENT QZ L (ra STACK TEMP. YIM PERCENT CO FORM 235 (REV. 11t89) CITY G=?- , - t J ? HEATING ' ,IOB NO. TEST RECORD OWNER INSTALLED BY MODEL 6 Z tNPUT C VEN? SIZE TYPE OF LINER ? LINER SIZE JN2fZ2 FILTER3 SIZE ? L7 eZ C'?_.K I_ NUMBER ? WIRING 6fz TEST TAG ? LIGHTING INST. DATE TESTED z M LX4 4 ? COMPANY TESTING 1 NAME OF TESTER FORM DISTRiBUTION: VEI10W COPV - CITV SEDGWICK HEATING & AIR CONDITIONING CO. 8910 WENTWORTH AVENUE SOUTH • MINNEAPOLIS, MN 55420 - (612) 881-9000 ADDRESS 't ??? X)41 OCCUPANT SOLD BY ;;; ? %A IV-0 I?lt MAKE SERII THER VALVI LIMIT LIMIT SETTIN6 FAN ETT G a OC 67'?-? S IN PILOT TYPE ? ? IGNITION MODEL ?? 1-1 s- PILpT TIMING ? PRESSURE U-J - PERCENT COz INPUT CFH afc= PERCENT O, STACK TEMP. - ?_ PERCENT CO !?"'SG FORM 235 (flEV. 11188) HEATING JOB NO ? TEST RECORD - CITY OWNER INSTALLED BY - MODEI INPUT VENT ; TYPE f LINER FILTERS: SIZE NUMBER Z ? WIRING TEST TAG sI:A-j ` LIGHTING INST. DATE TESTED ' L COMPANY TESTING NAME OF TESTER FORM DISTRIBUTION: WHITE GOPY - JOB FILE YELLOW COPV - CIN SEWrpmeVA'C6& PERMIT OFFICE USE ONLY CITY OF EAGAN METER # PERMIT DATE 3830 Pilot Knob Rd. Eagan, MN 55122-1897 CHIP # PERMIT # METER SIZE B.P. RECEIPT # -? . % ISSUE DATE B.P. RECEIPT DATE DATE PRV - BOOSTER PUMP SITE ADDRESS 17 A4 1 - ? LOT -BLOCK SEC/SUB L l r ?: ?_i ? -', IC t 'f't' i f - '7 J C '! CITY, STATE ZIP PERMIT REGIUESTED ? SEWER ? WATER _ TAPS _ COMM/IND - RESIDENTIAL _ NEW - EXISTING Lawn Sprinkler Meters are to be Installed Ahead of Domestic Meters on Water Line. Credit WILL NOT be given for Deduct Meters. ii ,4st'f I AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES A SIGNATURE CALL 454-5220 FOR INSPECTIONS. FOR :nob Rd. 55122-1897 METER # .f OCK 5 SEC/SUB ISSUE PHONE: PLUMBER: UCAI.Ek CO ADDRESS: 511 E LAKTs ST CITY, STATE +-?I NNtAPOLIS ff?l ZIP `- 44'8 PHONE: 313--525 I AGREE TO CaMPLY WITH EAGAN ORDINANCES •VV'r YAVAALlfLL ]Lrl.! EAr.,AN Kx ZiP 55121 454-558e SIGNATURE WHEN METER ISSUE TWO WORKING DAYS FOR PROCESSING. CALL 454-5220 FOR INSPECTIONS. FOR , CONTACT ENGINEERING DEPT. B.P. RECEIPT # C 13 7 1.5 B.P. RECEIPT DATE L-`` 131 ,' ° i - PRV - BOOSTER PUMP PERMIT REOUESTED 1 SEWER X WATER - T? 3" COMM/IND _ RESIDENT x NEW _ EXISTING Lawn Sprinkier Meters are to be Insta Ahead of Domestic Meters on Water L Credit WILL NOT be given for Deduct Met, CITY, STATE ZIP PHONE PLUMBER: 6' A' ?- ' IAin^.. •', •..,? .. -. : ADDRESS BLVC ?-BLOCK SEClSUB EAGANt}A,_&. !'r i CITY, STATE ZIP PHONE: 511 E CITY, STATE rCnob Rd. N 55122-1 PHONE: 4ZB--2963 823-5253 ' ? - ' 'i , ` -- - . I AGR'EE TO COMPLY WITH CITY OF OWNER: «h_t?rr A-"'?i: : 1 ?Ah: EAGAN URDINANCES ADDRESS: 2864 eAG1..:e,?L?1 F>..'V ! CITY, STATE FAGAN ^iT' ZIP %S I:' y PHONE: 4-55`z i SIGNATURE WHEN METER ISSUED PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL 4545220 FOR INSPECTIONS. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. ..... ...._ ..R _ _ --- . _.a. : _. . . . .. _.. _ PERMIT REGIUESTED __L SEWER - WATER - TAPS 'f COMM/IND - RESIDENTIAL lSff0'5f$9n?ler `M te er'e""oKe Installed Ahead of Domestic Meters on Water Line. Credit WILL NOT be given for Deduct Meters. PERMIT OATE PERMIT # ' B.P. RECEIPT # B.P. RECEIPT DATE _ PRV _ BOOSTER PUMP : ADDRESS BLVU • ? RLOCK j SEC/SUB t?Ai?1DALF CP!'fK I t?U F'" ,. I PERMIT REQUESTED TAPS X COMM/IND - RESIDENTIAL NEW _ EXISTING Lawn Sprinkler Meters are to be Installed Ahead of Domestic Meters on Water Line. Credit WILL NOT be given for Deduct Meters. iCRAFT AMEK I CA"' e. 7864 F.At;ANI!A1.i-_ 1AI.VT, STATE "E'L'AN NI" ZIP I AGREE TO COMPLY WITH CITY O! EAGAN OROINANCES CALL 454-5220 FOR INSPECTIONS. FOR STORM METER#"??1 1o??7?O CHIP #? METER SIZE ISSUE DATE ?U -/S- 9 / S f 31 ( q t 1)td?tl-,_,cx k ??5 o o u-\-$-nn W, s -?LJ P-A-? "s -A BUILDING PERMIT ADDITIOPI CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 Est.vaWe $241,000 Site Address 2864 EAGANDALE BLVD Lot 2-4 Block 5 Sec/Sub. EAGANDALE CENTEF Parcel No. IND PARK 11 W Name KRAFT AMERICAN 3 Address 2864 EAGANDALE BLVD 0 CitY EAGAN Phone 454-6580 o Name OPUS CORPDRATION ga Address P 0 BOX 150 ? City MPLS Phone 936-4494 ?Uw Name OPUS A& E INC ?,'-? Address P 0 BOX 150 aW City MPLS Phone 936-4547 I hereby acknowlege ihat I have read this application and state that the infortnation is correct and agree to comply with a applicable State of Minnesota StaW[es and i of aVVinanc , ? Signalure of Permitee ? A Building Permit is issued to: OPUS CORPORATION on the express condition thal all work shall be done in accordance with all applicable State ot Minnesota Statutes and City ol Eagan Ordinances. Building Oflicial OFFICE USE ONLY OauDancy B-2 FEES Zoning _ (nctuaq Consi - smg. aermit 1,133.00 (Allawable) - Surcharge 120_ sn N of SWries - ' Length _ Plan Review 736.00 DePth - SAQ City ?y 600.00 S.F.Total - SAC,MCWCd 6.900.00 S.F. Footprints - On Sile Sewage - Water Conn On Sita Well - Waler Meter MWCC Syslem _ City Watar _ Acct. Deposit ?O - PRV Requirad 607 DO - S/W Permit Booster Pump - g/yy Surcharge . 50 Treatment PI 7y 17 r, _ nn APPROVALS Road Unit Planner Park Ded. council - ? ???r 4, 810.92 )Q W eldg.OH. X - Variance - TOTAL T=- 33.sDb.9,;t N2 -19112 Receipi # C ["?? I Dale MAY 23 , 19 91 PHASE I CITY OF EAGAN N.0 19521 ' 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 Receipt # ` n-I`?" ? t BUILDING PERMIT !??E-S7 WAREHOUSE 7o be used for [DDITION _ Est. vawe $4, 585, 000 pate AUG 5 19 91 Site Address 2864 EAGANDALE BLVD Lot 2-4 Block 5 SeGSub.EAGANDALE EN E Parcel No. IND PARK 1 w IName KRAFT AMERICAN o Address 2864 EAGANDALE BLVD City EAGAN Phone 454-6580 o Name oPUS CORP $a Address 9900 BREN RD E 1E City MINNETONKA phone 936-4494 6, w Name OPUS A& E INC ? ?- Address S? ? , gw City Phone 936-4468 I hereby acknowlege that I have reatl this application and state that the information is correct and agree to comply with all able State of Minnesota SlaWtes and?vCdy?Iof Eagan Ordin-a1nces. Signatureoi Permitee ` y?Q?°,Q?f A/ 1.A A Building Permit is issued to: on lhe express contlition that all work shall be done in accordance with applicable State oi Minnesota S,tpatutes and City ol Eagan Ortlinances. uilding Olticial OFFICE USE ONLV Occupancy R-2 FEES 2aning T=1 (ACtuapConst - Bldg.Permit L0.2Z0.00 (Allawa6le) V-N--SER* Surcharge 1, 45$.50 Y ofSlaries 1 6 961 0 0 Lergth 394' , Plan Review . Depm 396 snc, aty S.F.TOtal 148e90 S.F. Footprint? ?+$. 000 SAC, MCWCC On Site Sewage _ Water Conn On Site Well Watar Meler MWCCSyslem X Ciry Water x Accl. DePosit PRV Required _ S/W Permit 8oosler Pump - S/VJ Sumharge * Unlimited all le grea - UBC 506 ) Trealmenl PI APPROVALS Road Unit Planner - park Detl. Council BIdg.Ofl. _ Copias Variance - TOTAI ly, 129. S^ q. BUILDING PERMIT CITY OF EAGAN ?? 1 9963 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55127 PHONE: 681-4675 Receipt # y C O J??//7 3Y Est.Value $6,000 Date DEC 12 , 1991_ Site Address 2864 EAGANDALE BLVD Lot 2-4 Block 5 Sec/Sub.EAGANDALE CENTER Parcel No. IND PARK 1 I N2Me KRAFT AMERICAN Z Address 2864 EAGANDALE BLVD 3. Ciry EAGaN r1N ZP oc Name SAMI? ? Address ? CitY ZP Phone ? ucense ll I hereby acknowlege thal I have read this application and stale that the inlormation is correct and agree to comply with all applicable State ol Minneso[a Slatutes and City of Eagan Ordinances. Signature oi Permitee A Building Permit is is ued to: KRAFT AMERICAN on the ezpress contlifion thal all work shall be done in accordance with all applicable State of M.i(n?ne,,s?o?ta? Sptatutes antly yC?ity? fol Eagan Ordinances. Building Official _LJdIS1U_J?•.Q-t? t 11 lJJ I l Occupancy Zoning (ACWaI) COnsl (Aliowable) # ol Stories Lenglh Depih S.F. 7otal S.F. Footprinls On Site Sewage On Site Well MWCC System ciry waier PRV Required Booster Pump OFFICE USE ONLV B-2 FEES 81.00 3.00 APPRO4ALS Planner Council Bldq. OII. variance ewa. Pa"rc Surcharge Plan Re.4a,v ucense SAQ City SAC,MCWCC Water Conn Water Meter Accl Deposit 5/VJ Permit SNJ Surcharge Treatment PI Road Unit Park Ded. copies TOTAL 2.00 S6_00 cirY oF enGaN 3795 Gllot Kne6 Road Eagan, MN 55121 PHONE: 454-8100 BUILDING PE/`?- ?p!???•?IT ARI.ICATION rtewia+ # ' ? !?,,c 2.> ,. To 6e uwd for ??QeSh /J Est, Value 150,000. Date N? 5 3 6 7 - ? 8-16 , 19-12 Sife ndaress 2864 Eagandale Blvd. Erect ? Bl Occuponcy Lot Z Block 5 Sec/Sub. Eaqand31e C Alter ? I1 Zoning porcel # Repalr ? Fire Zone - I- i? & PmuCe ?• FxU1t Enlorge Zg$ Type of Const. --? . z Name r/IOVe ? # Storie5 - Z Address 2864 Eagandale B1Vd. ? Demolish ? Front 110 ft. -?-??- Cit Eagan phone Grade ? ft. Depth o Name ?ger CAI]St. Approvals Fees - z 54 E. Morelar?l Ave. o? Addre5q Assessment 265.50 Permit _ R. . du - - Water & Sew. Surchorge . 75.00 Ci Phone Palice 132.75 Plan check FW Namy F1Sh2Y FSIQ. fire SAC 1.050.00 ?O Address Eng. Wnter Conn. -- <w Cit Phone Plonner Water Meter Council ROdd Ut. 90.00 I hereby acknowledge fhat I have read this appiication and state thot gldg. Off. - the information is correct and agree to comply with oll applicoble I?2 State ot Minnemto Statutes an 'ty o an 0rdinances AP? Total Signoture of Permittee A Building Permit is issued ta:? ? L PS G011StTU iOri on the express condition that gpp " b f_Minnesota 5 utes and City of Eagan Ordirronces. oll work sholl be done in a- arxe i? oll ? Building Officiol ? - L-1 CITY of EAGAN BUILDING PERMIT Ownex ......... . ..:..... ? ..:.................................................. Addrass (P:esea2) --- Snlldes ........... -+.-v ` ? ... .................... ................ ................ Address ?,;:C•2 ;a-Qa 71 C t+ 43/ ....................... .....:.....................----.............................. . DESCBIPTION M IM N? 3654 3795 Pilof Knob Road Eagan, Minnesoia 55122 454-8300 Dele ......?..................................... '° `ZS_ Siories To Se Uaed Far Froni Depih Helgh! Eai. Cos! Pesmi! Fea Aamasks C J p 7'??ea0 t•87--3`+s ? ? r? C° .,,Q,, IN?•(.c_.,??.?-...? ? ? C.?-a . ; ?r-7-s- ................................-?-_-- -ri.2-?,?_.....-?--?-? -- - Mayor ? x ? Per ......._ .......................... /?..................... 4 T°°...................:_-........_.... Buildinp ImpsctorA Tdis permii does nof aufhorise the use of clreeis, roads, alleys or sidewalks aor does it give the ownes or Lis ageat the zighi !o ereate anp situation whiah is a nuisence ar which presen2s a hazard !o the health, eafelp, eonvealeaes aad general welfare !o anpone in the community. THIS PERMIT MUST BE KEPT ON THE P$EMISE WHILE THE WORR IS IN PROGAESS. This is So carlifp, lhai---i'.-_?-?`.:?!.-'"..-_ -..---_--.hesparmission to arac! ...._upon ... •-...... the above described premise subject fo the provisions of all applicable Ordinances for the Cifp of Eagan. -`'• ' CITY OF EAG.4.4 _ nciude 2 sets o[ pLans. site plan v/elevations S BUILDINC PERHIT APFLICATIset of ne y calculations. _ /,$'?p a00 To be used fo? Valuat on ?Date 7 ?'OFFICE USE NL Site d ress I ? upancy L ? Block Sec. /Sub Erect Alter OccZoning Par e 0 Repair Fire Zone 3 Enlarge ?l Type of Const. Owner: Address: " f+zov A' -- Phone g: Co`ntrac[c Address: Phane i}: Arch/Eng.: Af'qAli1eA'!P / Address: ?°i/ ???fi : ? MoVe 9 Stories Demolish Front O ft. Grade Depth ft. , 23 Approvals Fees Assessment Yermit fiater/Sever Surcharge 7S ? Police Plan eck 1-37' ?. Fire SAC-Ch??? '- Eng. _ Water onn. , „t Planner Water Meter ypCouncil Bldg. Off. APC . ? ??•. Phone S: TOTAL f-Ahi ?S Qc q?.C.?`' ?v -r& lPP ?i 7C e??:, A,-? . ? 4 Z Sa-?, ? ? ?.ayG??• ?S (,A5 df /d?) >1 O ? n ? ? CITY OF EAGAN Include 2 sets of pl.ans, 1 Certificate,o£.Survey d, BUILDING PERMP?f APPLICATION 1 set of energy cal.culations. Zb Be Used For G?r-(6 ? V??& claa Date 6? I I? site Address: IM LC:A1-4t?R.LIE- *b(.uD Lot q_ Bloc]c S sec./sub. CIj-G GTf- )1)-PF.Prect Parcel #: n U b" 0 S- Re" paLir X Owner: ryR4/l/Cft•t/ Fnlarge - Nbve Pddress: City/Zip Phone #: ,?5 Demolish Code: Grade Contractor: cOh1 Address: -=-F7 ZP5 C0004zL?2 tiAc'(/ city/ziP coae: ? . `P,eA- 6M?.! 5t?24 Phrnze #: f)rD L4 (f:5Grcj Mc?.iTiµ?r? Arch./Eng.: ?P? rj« ?? 4pv? AdareSS: I 34o S ( 54"^ A j city/zip Code: Wl?ALS . S5 44 I Pnane #: e:?`100 OFFI(E USE ONLY o?cupancy _ 5-Z Zoning L Fire Zone I.I fi Zype of Const. .I?N `?F1ziHy?ERF_5? # Stories Front (D7 ft. Depth ft. APPRS3VAL5 FEES Assessments Water/Sewer Police Fire Hhg. Planner Council Bldg. Off. APC Permit 236. a' SixrCharge Z ? 00 Plan Check 1 1`? . o0 sr.c Water Conn. Water .Meter- Road Unit - 7OTAL ? ? ?, CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 27-199, Eagan, MN 55121 PHONE: 4548700 BUILDING PERMIT OFFICE 40,000 N° 9191 Reteipf # siteaddress 2864 EAGANDALE HLVD Lot 4 Block 5 Sec/Sub. EAG CTR IND PK Parcel No. 10-22500-040-05 rc IN,nn, AMERICAN FRUIT & PRODUCE ; Address $AME b City Phone ? o Name J.B. SWEDENBORG CONST o? Addrass 7685 CORPORATE WAY "? ?,tY EDEN PRAIR;?'y,e 937-8214 Name Address H AVE NO City MPLS Phone 553-8200 I hereby ackrowledge thot I hove read this opplicotion and state that the intormotion is correcf nnd ogree to comply with all opplicable State of Minnetota Statutes and City of Eogan Ordinances. Sipnoture of Permittea A Building Permit Is issu oll work sholl be done f Bulldin0 Offlciol _ Erect ? Ottupancy Bz lAlter D Zoning LI Repoir ? Fire Zone N A Enlarge ? Type of Const. _IIN SPRINR Move 0 # Stories Demolish ? Length 67 Grade ? Depth z 2 Sq. Ft.- Approrala Feea ASSESSRICOt - Woter 8 Sew. Palice - Fire Eng. Plonner - Council - Bldg. Off. _ APC Permit JL36. VU Surchorge 20.00 Plan check 1 1 9. 00 SAC Water Conn. Water Meter Rood Unit 7oral 3 7 7. 0 0 J. B. S-'W?E,DENBORG CONST on the express condition 1hnt e,Wifh ap opqicable Sfate of Mfnnewto $tatutes and City of Eagon Ordinances. EAGAN TOWNSHIP BLJILDING PERMIT '.'. .... .................. ..............."........_._'."..'... Owner Address (Preseni) ........ pa-_9?r?-^?t.__..._..°---...... ??? ._D BuiWer ....... /?'=... ..L.? ................... Address .............................. ....-....... ........... DESCRIPTION N° 2164 Eagan Towaahip Town Hall Dafe ............ a..3' lC ?4 . `-° . ..................._ SSOries To Be Used Fox Froni Depih Heighf EsS. Cos! ermif Fee Remazks ?-a.v., '?'d.t.e.. y? +?.7- G Cf ,y(S? c+'"?: . <: 'tl,.-., ?a.. ??? LOCATION Slreef. Road or other Deseriviion of Locafion I Lot I Slock I Atldifioa or Trae! o / I ??S G This pezmit does not aulhoxise the use of sireels, roads, alleps or sidewalks nor does it give the owaer or his agent the =igh! !o ereale anp sifuation which is a nuisanee oc whieh pseeenfs a hazard !o the healSh, safetp, eonveaienee and general weliare fo anpone in the aommunilq. THIS P£RMIT MUST BE7 KEPT ON THFt PAEpSI3E WHILE THE WOAK IS IN PROGRESS. This ia 2o cezlifP, _d ?--'(J. -c°...,.., ..2'.. .,-''--has pezmission fo erect a....... • ........................... upoa ... .... 5 "_' ' - the above desexihed psemise subjeei to the provisions af the Building Ordinanee for?Eagan ?wnship adopiad Apsil 11, 1955. ,. .. -- ?j7g ?_' -? _? e._. .....J .1' !? - `'--'f?l.t..c.??_-"'....'-' ............. ....................... ................................. pez ... ...... ----`:.._,7.?.. .........° .....---•••_- Ch?irman ot Tnwn Board BuildinB InsPeefor •} _ l.`i EAGAN TOWNSHIP BUILDING PERMIT owne: l?....c.?_?..__n. '-'-...... ..................'p_......._.-'----'..._....---.__ Address (preseni) ? •-- '-•-°-'---- ................ ?. ....---.. ?._..... ?y?°. V Huilder C.-v-vZ' ?o . V ....----.... .._ ....................._............_...._... Addresa .---....----'--° .................."----......................---"--'-•---..........._... DESCRIPTION N° 2012 Eegan Tawifship Town Hall s/.s-1? ? Dele ........ ............... . ...... Siosies To Be Used For Fxont Depih Heigh! Esl. Cosf r ,permif Fee Remarks I LOCATION This pe:mii does aot aufhorise the vae of slreeSS, roads, elleys or sidewa]ks nor does it give the ownes or his agenf !he righ! Yo creafe aap sifuation which is a nuisance or whieh preseats a hazerd !o the healih, safety, coavenience and genezal welfare !o aayane in the communify. THIS PERMIT MUST BE EPT ON THE PREMISA WHILE THE WORK IS IN PROGRESS. Thia is !o ceriifY, fhal ........................??!":'.:'.?!?.Y!!-^'t:`.:hl"ermission fo ereet a:h?-?.f...... ?t..."..-....-?-^_..?.._upoa the above descsibed premise su6jee! 2o the provisians af the Building Ordinanae for Eagan Townehip adopfed April 11, 1955. ................. .. .............h.."'. ' '??Q'•-,`-?--_'•"'._..__"._'...' Per ...._.....??_....._U_ -s...,t.....? ---'...--•"' P ....................'_- Cais an of Tnwn Board Buildin9 Ina eclor G . /3 s? .e2L_ Z' O CITY OF EAGAN 3795 Pilot Knob Road Eagan, Nlinnesota 55122 PERMIT NO.: 227 The City of Eagan hereby grants to RACan Air Conditionina M. of 9240 Grand Ave So Mpls 55420 a MECH. VE41T. - Permit for: (Owner) AMERICAtd FRtJiT & PROPUCT at 2864 Eaaandale alvd. , pursuant to application dated 9/8/75 Fee Paid: $68.45 dated this 11 day o£ Sept. ?.19 75 . .50 Building Inspector Mechanical Permits: Bid Total: ' r• L ? Pa L`-tt? ? CASFf RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD EAaAfJ, MiNNcS`JTA 55122 OATE 19 ?iwo _snou P.MOUNT $ ' ; i` K1o / .i u CASH ?j CHECN S -_ DOLLARS Im ,-.-, . -- G`vl IGCG? ?J 1/': FUND OBJECT AMOUNT I'Lr; r'--,? TF d 7 -- 103389 aY j?2``-' Thank You Mite-Payer,Copy vallow-PasM1igCOpy Pink-File Copy F pL?/ .? ,y°? J V ? :ity of eagan MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55722•1897 PHONE: (612) 681•4600 FAX: (612) 681-4612 MAINTENANCE FACILITY 3501 COACHMAN POINT EAGAN, MINNESOTA 55122 PHONE; (612) 661-4300 . FAX: (612) 681 •4360 THOMASEGAN Moyor February 26, 1992 GARY GLEASON, PROJECI' MANAGER OPUS CORPORATION 800 OPUS CENTER 9900 BREN RD E MINNETONKA MN 55343 RE: PERMIT STATUS - KRAFl' FOODSERVICE EXPANSION 2864 EAGANDALE BOULEVARD Dear Mr. Gleason: PATRICIA AWADA PAMELA McCREA TIM PAWLENTY THEODORE WACHTER Council Members THOMAS HEDGES CIN Adminlnsfrator EUGENE VAN OVERBEKE Clry Clerk There has been some confusion regarding the status of the building permitsissued for the above-referenced project. Permit #19521 is no longer active (a Certificate of Occupancy has been issued for the Phase I finish work completed under this pertnit). Permit #19112 remains active for the Phase II footing and foundation portion of this project. Permits for the remaining Phase II portion beyond the footings and foundation stage will not be issued without resolution of the matter of the new ponding area (on the south side) easement. Questions regarding this easement should be directed to Ed Kirscht of the City's engineering division. Sincerely, L' Joe Merchak, Construction Analyst Protective Inspections JM/js CC: Doug Reid, Chief Building Official Nancy Severson, Pemvts Clerk Ed Kirscht, Engr. Tech. Ted Lamparski, Kraft Foodservice Inc. THE LONE OAK TREE ... THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNITY Equal OpportuniTy/AHirmotive Actfon Employer SZ 2005 COMMERCIAL BUILDING PERMIT APPLICATION - City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 . Structurel Plans (2) sets . Civil Plans (2) . Certificafe of Survey (1) . CodeAnalysis (1) . Projeci5pecs (1) . Spec. Insp. & Testing Schedule " • Soils Report (1) . Meter size must be established 1 1 1 1 1 l • SACdetermination-ca11651-602-1 00D . Arch@adurel Plans • Structural Plans . Civil Pians . Landscaping Plans . Code Analysis • Certificate of Survey • Spec. Insp. 8 Testing Schedule . Meter size must be established -s?3 13 (J. 05 &AC; I e'd gjZ3 ? 4/t y+S? 9tie .d? (2) sets • Architecturel Plans (2) sets (2) • CodeAnatysis (1) " (2) . ProjectSpecs (1) (2) . Key Plan (1) (1) . Master ExR Plan (1) (1) . Energy CalculaGons (1) not always`" (1) • Elec. Power 8 Lighting Form (1) not always" . Meter size must 6e established-ff applitable . ProjectSpecs (1) . EnergyCalculations (1) " ! . Eledric Power & Llghting Fortn (1) • Masfer Exit Plan (1) ! . Emergency Response Site Plan (1)'"' ! • Soils Report (1) 1 • SAC detertnination - ca11 6 5 7-602-1 0 0 0 • SAC determinalion - call 651-602-1000 . . Call MN Dept of Health at 651-215-6700 for details regarding tood & beverage or lodging Facilities. ** Contact Building Inspections for sample and if required '•* Pennit far new buiiding or addition will no[ 6e processed without Emergency Response Site Plan. g `' Date / / Construction Cost SiteAddress a??O'? ?`?'vA''O??'? ?`'v?• IIniUSte # Tenant Name V' S• ?`? ? S? R? `?? Former Tenant Name ? C. " '?` ?A c` ' ?? p Descri tionofWork / -? C ? ?./?1f:i??=\}'?\Lt'/ IJ? Property Owner v•_,?.Q 5,.Fn v? cL- Telephone IS (? 1) 1 J a- -??'' Gm.?i`71u •. ()A.,iO R..iS? .- .,P. b ,atA- Contractor Ql"`'?? ? r"""-I "J CJ . Address INl ?'7 NS71?}- C?L,-_ , A MS City State W= Zip Telephone Arch/Engr Registratioo # Address City State Zip Telephone # ( ) Licensed plumtrer 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 an in the case of work which?reiquires a m, v ew and approval of plans. ?? ti« GJ Nz:, 5 ZOD5 ?,?, Applicant's Printed Name Applican Signature P0.?'Ll E? t{2L'?af[G?nS-?Y.nc-E.?n.[cl+? - - - _? OFFICE USE ONLY Sub Types ? Ol Foundation ? 14 Apartments ? 15 Lodging ? 25 Miscellaneous ? 26 Public Facility )( 27 CommerciaUIndustrial ? 28 Greenhouse ? 29 Antennae ? 30 Accessory Building ? 32 Ext Alt-Apartments ? 34 Ext Alt-Commercial ? 35 Ext Alt-Public Facility ? 37 Nail Salon ?. Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish (Inte(or) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)* X 43 Reroof ? 46 Windows/DOOrs ? 34 Replacement `Demolitfon (Entire Bldg only) - Give PCA handout to appilcant l Valuatfon ?? ? Type of Const Width Plan Rev 100% 25%a Occupancy MCES System Census Code 4:4 7 Zoning ? City Water SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRU Nbr. of Bldgs ? Length Fire Sprinklered Required Inspections _ Footings (new bldg) _ Insulation _ Footings(deck) _ FinaVC.O. _ Foorings (addition) _ FinaVNo C.O. Foundation Other Drain Tile ?C Roof Ice Pr ? Decking _X Insul )C F inal _ Pool _ Ftgs _ Air/Gas Tests _ Final _ Frami g _ Siding _ Stucco _ Stone _ Fireplace _ R.I. _ Air Test _ Final _ Windows Approved By: Base Fee Surcharge Plan Review SAC-MCES saaCit,, S!W Permit S1W Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Water Supply & Storage (WAC) Planning f ? Building Inspector '2M. ss ;zal. So ~ 1+ZO- gt::_? l2vU ??fa,ad, Financial Guarantee Storm Sewer Trunk Sewer Lateral Street Water Lateral Other Total ?13 3 , 0 S Sewer Trunk Water Trunk 2006 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone 4 651-675-5675 FAX # 651-675-5694 ??, 9 S9. 6 S • Structural Plans (2) sets • Civil Plans (2) • CeAifipteofSurvey (1) • CodeAnalysis (1) •• . Project Specs (1) • Spec. Insp. & Tesling Schedule " • SoilsReport (1) . Meter size must be esta6lished • SAC detertnina6on - call 651-602-1000 Call MN Dept of Health at • Archilectural Plans (2) sets • Structural Pians (2) • Civil Plans (2) • Landscaping Pians (2) • CodeMalysis (1) • Certificate of Survey (1) • Spec.Insp.BTestingSchedule (7) •` • Meter size must be established • ProjectSpecs (i) • EnergyCalculations (1) •` • Electric Power R Lightinq Fortn (1) " • Master Exit Plan (1) • Emergency Respanse Site Plan (1) • SoilsReport (1) • SAC detertnination - call 651-602-7 000 • Fire Stopping Su6mittals • Fire Suooression/Alarm Plans regardin¢ food & bevera2e or • Architectural Plans (2) sels • CodeMalysis (1) " • ProjectSpecs (1) • Key Plan (1) . Master Exit Plan (1) . Energy Calculations (1) not always" . Elec. Power 8 Lighting Form (1) not always" • Meter size must be established-if applirable • SACdeterminalion-ca11 651-602-1 0 00 ^ con[ac[ tsuumng mspections tor sample and if required '•• Permit for new building or additlon will not 6e processed without Emergency Response Site Plan. Date -7 / I -. / -"':> Conshvction Cost S'Aig" L °%3 " SiteAddress ? %(? 4"' v9 ' Unit/Ste # Tenant Name ?'d ?CL C'? Former Tenant Name U • ? • r"f O DcscripHon of Work /??' c.? `?ti'"? l/t r?!' ?? ?? (l?? r' (t9?rn ? ?A""? ?•' PropertyOwner (-,3.1n4 Sr-A? Telephonek((?Sl CO'y$J ? - G{ : S(I4o (2Jrl- ??/ i M1'cz 1L/A c9 ? c] OlM L?T7 c.r.) Applicantis: _ Owner ><06ontractor Contact#: (a?°` ) -7 -8 l -cl 4' Contractor ti/t?z; 4 T C-,:). Address 'v-w (I.A Ciry ' State C..?v_ Zip $3- St Telephone#(h?a) Z$1 -`?d43 Arch/Engr N (n Regishation # Address City Sta[e Telephone # ( ) 1 4 200 ? Licensed plumber installing new sewerlwater Phone #: (_) I hereby apply for a Commercial Building Permit and acknowledge that the informa[ion is complete and accura[e; that the work will be in confortnance with the ordinances and codes of the Ciry of Eagan and the State of MN Statutes; I understand this is not a pemvt, but only an application for a permit, and work is not to start without a permit; that the work ' be in accordance with the approved plan in the case of work which requires a review and approval of plans. C?)71 ' ^"`-< <? ApplicanYs Printed Name Applicant's Siinature DO NOT WRITE BELOW THIS LINE Sub Types ? 01 Foundation ? 14 Apartments ? 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement Valuatfon 7/1 1 000 SAC Units ? Nbr. of Units Nbr. of Bldgs RequiredInspecGons _ Footings (new bldg) _ Footings (deck) _ Footings (addi[ion) Founda[ion Drain Tile Driveway Apron ? Roof Ice Pr _ Decking _ Framing ? 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 WindowslDoors CA handout to appliwnt Type of Const 1L' g Width Occupancy MCES System Zoning City Water Stories Booster Pump Sq. Ft. PRV Length Fire Sprinklered _ Fireplace _ R.I. _ Aic Test _ Final _ Insulation _ Sheetrock FinaUC.O, FinaUNo C.O. ? Other ? _ Insul V Final _ Pool Ftgs Air/Gas Tests Final _ Siding _ Stucco Lath _ Stone Lath _ Final Windows Final C/O Inspection: Schedule Fire Marshal to be present. _ Yes _ No Approved By: Planning CAj,r__ Building Inspector Base Fee Surcharge Plan Review SAGMCES SAGCity SNJ Permit SIW Surcharge Treatrnent Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Water Supply & Storage (WAC) ? 26 Public Facility X 27 CommerciaUIndustrial ? 28 Greenhouse ? 29 Antennae ? 35 Int Improvement ? 38 ? 36 Move Bidg. ? 42 ? 37 Demolish (Bldg)' ? 43 `Demolition (Entire Bldg only) - Give P ? 27$0, f S' Zo y. s-o 0.00 Financial Guarantee Storm Sewer Trunk Sewer Lateral Street Water Lateral Other Total Sewer Trunk Water Trunk 298 q-GS' ? ?,?go5 2006 COMMERCIAL PLUMBING PERMIT APPLICATION CTTY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 1?So.So Date q,`?r,.,C??;L??] e?V('?, Unit# Tenant Name ?I f?-?'r ?? ?,(? Q/Former Tenant Name Property Owner Ny ( ?? ?aV? C& Telephone # (661) Contractor W&A I n ' c.?, Address 131D 1., City Eaaan State W RALC>pfa? Zip Tetephone#!?'Jh License # fWlf-m Eapires: TLe Applicant is _ Owner _ Contractor _ Other Work Type New Bldg _ Modify Space irrigation System** Yes No Work in public r-o-w / easement? ??Z.RPZ _ PVB: New Y-Repair/Rebuild Replace _ Remove Rain sensors are re uired ou irri ation s stems Description of Work PPIZ To inqu'se if Pres.sure Reducing Valve is required on new service, call 65L675-5646 Meters - Call 651-675-5300 to vedfy that hydrostatiq conductivity, and bacteria tests passed prior to nickina uo meter. Irrigation Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Fire Size & Price 3 4" etu $167.00 Domestic Size &'Iype Avg GPM lncludes high demand devices? _ Yes_ No FlushomeCers _ Yes _ No PRV Required _ Yes No Permit Fe¢ $50.50 minimum (includes S[ate Surcharge) Contraet Value $ x 1% _ $ Permit Fee $ Meter(s) - Required on all new buildings & boulwazd irrieation systems $ Radio Meter Read $ SYate Surcharge Ifcermit Fee is less than S1,000, surcharge is $.50 if cennit Fee is more than 51,000, surcharge is $.50 for each $1,000 owed. _ , ' _ _ ' ' ' ' ' ' " _ ' ' ' ' _ ' ' ' ' ' "' ' ' ' ' _ ' ' ' -' ' ' ' ' ' _ _ _ _ _ - _ _ ' ' ' ' ' ' ' ' ' ' ' ' _ ' ' ' ' ' ' ' ' - - ' ' ' -' - ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' _ ' ' _ _ _ _ _ ' "' _ ' ' ' ' _ _ ' _ ' - "' "' - " - " "' ' "' ' "' _ ' ' ' ' ' ' Following fees apply when installing new lawn irrigation system . $ Water Peratit Call the Ciry's Engineering Departrnent, 651 b75-5646, for requirad fee amounts - . i ?-.. _? - .. . ?.- .. $ - Treahnent Plant -- • ? ' ? ' $ Water Supply & Storage $ State Surcharge j $ Tofal Fee I hereby appty for a Commercial Plutnbing Pennit and aclmowfedge that the information is wmpfete and accurnte; that the work will be in conformance with the ordinauces and codes of the Ciry of ?Eaganand with the PlumbingCodes; that I undersrsnd this is not a permit, 6ut only an applica[ion for a peox and work is no[ to start ithout a permit; that the work wilf be in accordance with Ne apprwed plan in the case o?kwhich req ' es a, ? d. ppro a plansApplicanYs d Name Aign? 0 2004 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55122 (e2 co G, <F5 ( 651-675-5675 Date /e l /S /o ?' Site Address o?(f6v ?A6A?1)AL? (?L UD Unit # Tenant Name U s `cv 6 &'.PU/6f- Former Tenant Name Property Owner Telephone # ( ) Contractor GJA6?4) LfiL 4686 8`' /7? ? Address /7lv / City ?/?6A?+?/ State /ydl Zip 55 12,( Telephone #(651) 45 Z- 1 C(z The Applicant is _ Owner _ Connactor _ Other WorkType _NewBldg Add-on Repair PVB Irrigatiunsystem* i9 Jer'jWoAschvll tu calculate kes. Re nired ineter size is 2" tm-bu uNess smaller size ennitted by Public Works Description of Work 4?L/l(???,? To inquire if Pressuce Rcducing Valve is required on new service, call 651-675-5646 Meters - Call 651-675-5300 to verify that hydrostafic, conducriviry, and bacteda tests passed orior to nickine un meter Irrigation Size 8c Type Avg GPM Fire Size & Price 3/4" displacement $155.00 Doinestic Size Bc Type Avg GPM Includes high (lemand devices' _ Yes _ Nn F7ushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 m' 'mcludes State Surcharge) S b Contract Value $ x 1% _$ Base Fee $ Meter(s) Required on all new buildings Bc boulevard irrieation systems $ Radio Meter Read If bue fee is $1,000 or less, surcharge is $30 $ State Surchazge If base fee is over S1,000, surc6arge is $.50 per $1,000 of the Baze Fce Following fees apply only when installing ¢ew irrlgation system $ Water Peraut Contact Jerty Wobschall at 651 fi75-5024 for required fee amounu $ Treahnent Plant $ Water Suppiy & Storage $ State Surcharge ---------------------------- ------ ------- --------------- --------------------------- ------ - -------------------- j:;U -------- --------------- ------- - t l F S? ` T $ a ee o I here6y apply for a Commercial Plumbing Permit and aclmowledge tha[ the information is complete and accurate; that the work wil] 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 pemut, but only an application for a pem¢t, and work is not to s[art without a pemut; thaz the work will be in accordance with the approved plan in the case of work which requires a review and app al of plans. ? El ApplicanYs Printed Name ApplicanPs Signature 2004 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 ?' 40 -? ? ?gQ? Telephone # 651-675-5675 FAX # 651-675-5694 Requirements: 2 complete sets of drawings and specifications cut sheets on materials and comvonents m be used Date (o / 1,4- lVA-I Site Address: 2..064- -&L\,)6 Tenant /'Building Name: 0, 5;?oo A 5? R-?1 lG? The Applicant is: _ Owner ? Contractor _ Other PROPERTY OWNER Address: City: State: Zip: P?T?o?P?1_ ,?}•?p--t?i l? CONTRACTOR MN License No. -C.04-Z. Address: l? ?Z g A1-1?1 L4,A?7-- City: -?-) (J?F-- `2 k3 State: Mo, Zip: S? Phone #: ESTIMATED COMPLETION DATE: 7 / ZG l OC _ FLRE PERMIT TYPF: ? Sprinkler System (# ofheads Fire Pemp Standpine Other: WORK TYPE: _ New _ Addition ? Alterations _ Re t?UN 15 2004 , D" ?- Other: gY DESCRIPTION OF WORK: ? Commercial _ Residential _ Educational l F?nV4,-- ? SO -?S-IZ S j?r?t ti1/Ll?-5 TD ! rp r, A v-)Ar-/ ?!?'7 t-?I rJ+°? fL' -C O t S I 5 /?S P?IZ ? F?l ,??TJ? Please continue on reverse side PERMIT FEE: $50.50 Minimum Fee (includes State Surcharge) Contract Value $ t 4- 2700,C)o x.Ol% 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 FEE: 50 State Surcharge $ 14-0 , 52? I hereby apply for a Fire Suppression System perxnit 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 pernut; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. IJ???C L? ?t=-F-00r ??-t- Applicant's Printed Name Applicant's Signature _ $ ?4 O,°p _PernutFee DO NOT WRITE BELOW THIS PERMIT CITY.Q1F EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: DESCRIPTION: PERMIT TYPE: Permit Number: Date Issued: 2864 EAGANDALE BLVD LOT: 2-4 BLOCK: 5 EAGANDALE CENTER INO PK #1 6uilding Permit 7ype COMM./IND. MISG. Building ,WOrk Type TENpNT FINISH UBC Occupancy B-2 (~ ? -7)???7??.? I. „ - REMARKS: RECEIPT 6C 0 \"l?G MEZZANINE DATA PROCESSING AREA BUILDINCa 000925 06/26/92 FEE SUMMARY: VALUATION $10,000 Base Fee $117.00 COPIES $1.50 Surcharge $5.00 Total Fee $129.50 Subtotal $122.00 CONTRACTOR: - APPlicant - OWNER: RYAN COMPANY INC 24246444 KRAFT FOOD SERVICE 108 W BROADWAY 2864 EAGANDALE BLVD OSSEO MN 55369 EAGAN MN (612) 424-6444 (612)452-8600 I hereby acknowledge that I have read this application and stete that the information is correct and a9ree to comply with all applicable State of Mn. Statutes and City of Eagan Ordinances. L y? APPLICANT/PE M ESIGNATURE ED B :SI NATUR? ? Control No. 0718 I PERMIT # REALTIYATE _ g? V CITY OF EAGAN ? /a 31 SO 1992 BUILDING PERMIT APPLICATION '"°??? 681-4675 xr.aC ,??4_ij 6?.r z SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy af energy calcs. COhP1ERCIAL 2 sets of architectural & structural plans, 1 set of specifications, 1 copy of energy calcs. Penalty applies when typing of permit is requested, but not picked up by last working day of month in which re uest is made ar lot chan e is re uested once ermit is issued. Date I(I?n?= -) 2 Valuation of work ZSO,oo Site Address:?G?? ?Ac a? 81- VD STREET SUITE X Tenant Name: (commercial only) C?I2AFT FooZStg 1:? :tnicJ, IAT T BIACK S SUSD. P.I.D. k Descri tion of work: The applicant is: ? Owner ? Contractor ? Other (Ueeeribe) Name Voa.t _?e_ 2UicA Phone 4SZ-- $(o0a Property LAST FIRS7 Owner address z'6v4- - STREET STE ! • City LAC?Ab State ?Aa Zip 5512( Company Q? A;? C 0 mPA rJ!' -Tuc.•. ? Mi kc Ry" Phone C017tr8Ct01' Address ?08 \nSF_ST ?ZAJ) Q,v.`i License # Exp. City OS?EO State (JY\ V? Zip 3 Company Phone Architect/ Engtneer Name Registration N Address City State Zip Sewer 3 water licensed plumber . Processing time for sewer & water permits is two days once area has een approved. 0 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 ?. ?? ignature of Applicant: OFFICE USE ONLY BUILDING PERMIT TYPE O 01 Foundation ? 06 Duplex O 11 Apt./Lodging 11 02 SF Dwg. ? 07 4-Plex ? 12 Multi. Misc. ? 03 SF Addition ? 08 8-Plex ? 13 Garage/Accessory ? 04 Sf Porch ? 09 12-Plex O 14 Fireplace ? 05 SF Misc. ? 10 Multi. Add'1. O 15 Deck WORK TYPE ? 31 New ? 33 Alterations 0 35 Tenant Finish ? 32 Addition ? 34 Repair ? 36 Move GENERAL INFORMATION Const. (Actual) Basement sq. ft. (Allowable) lst F1. sq. ft. UBC Occupancy ??- 2nd Fl. sq. ft. 2oning Sq. Ft. total # of Stories Footprint Sq. ft. Length -- On-site well Depth On-site sewage APPROVALS Planning Building Eng9neering Variance " . ? 'r ' ? 16.Basement Finish D 17 Swim Pool ? 18 Comm./I.nd. ,Er 19 Comm./Ind. Misc. O 20 Public Facility O 21 Miscellaneous ? 37 Demolish MWCC System City Water PRY Required Booster Pump fire Sprinkler Census Code SAC Code Assessments 37 REQUIRED INSPECTIONS b?T.4- t55iN( ?44/ZE? ? Site ? Footing Framing ? Insulation ? Nallboard 14 Final ? Draintile ? Fireplace Permi t Fee I 1 'j, oD vaitat;m: g?C GCic? Surcharge Plan Review License MWCC SAC City SAC Nater Conn. Nater Meter . Acct. Deposit S/W Permit S/W Surcharge Treatment Pl. koad Unit Park Ded. ?rails Ded. Copies ?, sv Other Total: SAC % SAC Units CITY OF EAGAN CASHILF: S TERHINAL NQo SO DA'iE: 05/1.9/97 TIM[: 1.°i:04: i6 ID: NAME: RYAN COMF'FlNY .T.NC 2256 3001 2864 CAGANDALE 31815.21. x TotaL Receip+, qmount: 3f815.21 CRI) i 40 i .°i LISFR ID: NANCY ,.I ? CIl'YxOF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: P.I.N.: 10-22500-020-05 PERMIT PERMITTYPE: gurLosNs Permit Number: 029948 Date Issued: 0 5/ 19 / 9 7 2864 EAGANDAIE BLVO L07; 2 BLOCK: 5 EAGANDALE CENTER ZNDUSTRIAL PARI< tk1 DESCRIPTION: (OFFICE/LUNCIaR00M) BuiSdxrrqdPermit Type COMM./IND. MISC. ;Building Wbr.k Type ADDITION r`. Canstructiop'T'ype II-N Zanirig '1 T-1 Census Coda °- 437 ALT. NONRFS. a a REMARKS: FEE SUMMARY: VAI_UATION 8ase Fee Plan Revi.ew Sut•charye SAC SAC °s SAC Units 5u6tetal $3,295.21 $195,@00 CITY SAC $100.00 TREA7MENT PLANT $420.00 Total Fee $3,815.21 CONTRACTOR: - p,pplicant - OWNER: RYAN COMPANY INC 24246444 ALIIANT FOOD SERViCF INC 1ei6 W 6ROADWRY 2564 EAGANDRLE BLVD OSSEO MN 55369 EAGAN MN 55121 (612) 924-6444 (612)454-6550 Z hereby acknowledqe Chgt I have read thSs infarmation is correct snd agree Co a-amp3,y Statutee and Gity_Df Eagan Or{liriancas,? ? APPLICA TIPERMI EE SIGNATURE C $1,362.25 $585.46 $97.50 $950.00 100 1 applicdtion and stata that Che with a.Ll app>lLcab7:e State af Mn: -j ANa I .V ISSUED 6 SI A U E 7 BUILDING PERMITAPPLICATION (COMMERCIAL) CITY OF EAGAN 1q946 681-4675 The following are required with appropriate certification for all new wnstruction: ? 2 each: archkectural plans; mech. & elec. plans; fire sprinkler plana; strudural plans; siM plans; landscaping plans; gratling/drainage/erosion control plen; utiliry plan ? 1 each: set of specifications; set W energy calcuialions; eledrical power 6 lighting form; Special Inspec[ions & Testing Schedule ? Letter from MCMlS (phone #222-8423) indicating SAC detertnination • Code anelysis indicating: codes used; occupancy classfications; setbacks; maximum allowable area as per Building and Ciry Codes along with sq. ft. per floor; type of wnstrudion (synopsis ot consUUCtion components) 8 any occupancy or area separetion walls; occupancy loads; eacit synopsis with a diagram indicating exiting loads irom each room or area, travel paths 8 all rated cortidors; plumbing fiMUres; and parking. GATE: DESCRIPTION OF WORK: CONSTRUCTION COST: SITE ADDRESS: WORK TYPE: NEW REMODEL TENANT NAME: "rart m' LOT2- BLOCK S SUBD. L-,AUP.4.u.Cf-L+T P.I.D.# 4-I PROPERTY OWNER CONTRACTOR ARCHITECT/ ENGINEER Name: %.u A4,r Phone #: MSi fIRBT Street Address: City: State: C.c. Zip: Company: ?? CSMT2au -1 Phone #: 40A ' 044 Street Address: 10 ? Wjt3`?kAVwA4 41UC City: n.T-12M Zip: Company: {ilu.l? Jao-4tZexJ ARct3,7u=r Phone #: 54:2- tO2 Name: r±iu. i / SD JaEFr-Aaosi Registration #: Io 87-3 Street Address: q t l ta -4 fl-+?- ?A . City: kAear 4ope State: M 0_ Zip: !?4Z Sewer 8 water licensed plumber (only if installing sewer 8 water): 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 of Applicant: OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 18 Comm./Ind b" 19 CommJlnd. Misc. 0 20 Public Facility WORK TYPE ? 31 New 32 Addition GENERAL INFORMATION Const. (Actual) 1?/Y (Allowable) ZrV UBC Occupancy Zoning ? # of 5tories Length Depth APPROVALS ? 33 Alterations ? 34 Repair Basement sq. ft. First Floor sq. ft. sq. ft. sq. ft. sq. ft. sq. ft. Footprint sq. ft. Planning Building Permit Fee Surcharge Plan Review MCNVS 3AC s`o City SAC /Do Water Conn. S/W Permit S/W Surcharge Treatment PL `/z0 Road Unit Park Ded. Trails Ded. Water Qual. Other Copies Total: % SAC x. ? ? . ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolition MC/WS System ?--? City Water x Fire Sprinklered CensusCode SAC Code 3(5 Census Bldg. ? Census Unit D Engineering Valuation: $ Variance S . SAC Units Meter Size Jim Hunter Maintenance Manager ? Affi?• reoos?ev?e Minneayu[ie/SL Pau7 Alllant Foodservico, Inc. 2864 Eagandalc Bo.levard Eagan, MN 55121 Office (612) 4546580 Dcsk (612) 683-0205 Fex (612) 456-9840 ?HILLIP D. JOHNSON, ARCHITECT 9116 34th avenue north minneapolis, minnesota 55427 612 545-1072 PERMIT CITY GF EAGAN 3830 I'ilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: DESCRIPTION: ? PERMIT TYPE: Permit Number: Date Issued: 2$64 EAGANDALE BLVp L07: 2 BLOCK: 5 EAGANDAI.E CEN7ER SNpUSTRTAL PARK 41 tBuildi'hg Permit Type Buildin-g`'Wnrk Type ' IJSG Occu,pancy --...? , 4t CQMM./IND. MISC. ALTERATION 6-2 lK ? . ? REMARKS: G Y BUILpSNG 001367 08J31/92 FEE SUMMARY: VALUATIQN Base Fee Plan Review Surcharge Total Fee $258.50 $168.03 $13.00 $439.53 $26,000 CONTRACTOR: - Applicant - OWNER: RYAN COMPANY INC 24246444 KRAFT FOOD SERVICE 108 W BROApWAY 2864 EAGANDALE BLVD 038E0 MN 55369 EAGAN MN (612) 424-6444 (612)683-4205 I hereby aoknowledge that I have read this application and state th-at the information is cnrrect and agree tA comply with a1i applicable State of Mn. Statutes and City of Eagarr Qrdinances. APPLICANT/PEFMITEIf SIGNATURE ?SSUED B\} SI PSURETk Control No. 1003 PERMIT N REACTIYATE . 13ckl CITY OF EAGAN 1992 BUILDING PERMIT APPLICATION 681-4675 SINGLE 8 MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy calcs. COMMERCIAL 2 sets of architectural & structural plans, 1 set of specifications, 1 copy of energy calcs. Penalty applies when typiny of permit is requested, but not picked up by last working day of month in which re uest is made or lot chan e is re uested once ermit is issued. Date 8 / 26 / 9Z Valuation of work s-Oo Site Address: `Z 6 6¢ r3LV1). STREET SUITE ! Tenant Name: (commercial only) 42,4 sri rcx LOT ? BIACK SUBD. L rx?ntt Descri tion of work: ?rFic? qC1y)o06L. The applicant is: ? Owner VL Contractor ? Other (oes«fbe) Name ,C',PA ri ?ow? 2v+c.t:. J?Yn HNN?. Phone Property LAsr FIRST Owner qddress SAM? STREET STE f City State Zip Company RY4a I.D.MP4•.1y YNIKE"?OAr1 Phone 4z4--6q44- Contractor Address l08 "57 &o..abi,,r.os? License # Exp. City ?E-- (s State m,') Zip 5536 7 Company Vp Phone Architect/ Engineer Name Registration # Address CitY State 2ip Sewer 6 water licensed plumber . Processing time for sewer d water permits is two days once area has een 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. Si f l gnature o App icant: ?-- ? OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation 0 06 Duplex ? 11 Apt./Lodging O 16 Ba'sement Finish 0 02 SF Dwg. ? 07 4-Plex ? 12 Multi. Misc. ? 17 Swim Pool ? 03 Sf Addition ? 08 8-Plex 0 13 Garage/Accessory 18 Comm./Ind. ? 04 SF Porch ? 09 12-Plex ? 14 Fireplace ?19 Comm./Ind. Misc. ? 05 SF Misc. 11 10 Multi. Add'1. ? 15 Deck O 20 Public Facility ? 21 Miscellaneous WORK TYPE ? 31 New -0 33 Alterations O 35 Tenant Finish O 37 Demolish O 32 Addition ? 34 Repair El 36 Move GENERAL INFORMATION Const. (Actual) Basement sq. ft. MWCC System SAllowable) lst F1. sq. ft. City Water UBC ccupancy -fy- _?_ 2nd Fl. sq. ft. PRV Required Zoning Sq. f_t. total Booster Pump # of Staries Footprint Sq. ft. Fire Sprinkler Le:,gth On-si te wel l Census Code y 3r7 Depth On-site sewage SAC Code i4PPROVALS Planning Building Assessments Engineering Variance REQUIRED INSPECTIONS ? Site ? Footing -PrFraming El Insulation 4 Mallboard 4?t Final ? Draintile O fireplace Permit Fee ?$8•30 v.iuatrm: Surcharge ? Plan Review License MWCC SAC City SAC Water Conn. Water Meter . Acct. Deposit 5/W Permit SJW Surcharge Treatment P1. Road Unit Park Ded. Trails Ded. CoPies Other Total: sac x SAC Units $--a" PERMIT Control No. 0079 CITY OF EAGAN 3830 Riot Knob Road PERMIT TYPE: eut LoxNG Eagan, MinnesoYa 55123 Permit Number: 000084 (612) 681-4675 Date Issued: 0 3/ 2 0 J 9 2 SITE ADDRESS: 2864 EAGANDALE BLVD LOT: 2-4 BLOCK: 5 EAGANDALE CENTER INDUSTRIAL PARK 1 DESCRIPTION: eufldirrg_Permit Type Buildi.ng Work Type COMM/IND. ADD. ADDI7ION REMARKS: FEE SUMMARY: Base Fee Plan Review 5urcharge 7ota1 Fee ? OD 6y VALUATION $54,000 $432.50 $281.13 $27.00 $740.63 CONTRACTOR: OPUS CORP - Applicant - 29364442 P 0 BOX 150 MINNETONKA MN 55343 (612) 936-4442 OWNER: OPUS CORP P 0 BOX 150 MINNETONKA MN 55949 (612)936-4442 I hereby aoknowledge that I have read this appiieatian and state that the 3nformation is correct and agree to co•mply with all applicable 5tate of Mn. Statutes and CiCy of Eag•an Ordinances. L AP LI ANT/PERMITEE SIGNATl1RE IS ED BY: 51GNATlIRE J • R '?J ` ti99z - . LU3'BUILDING PER2fI APPLZ TION(/?? CITY OF EAGAN {) SINGLE FAMILY DWELLINGS KULTIPLE DWELLINGS CO?IIMERCIAL 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGI9TERED 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 CQRNER IATS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALIAWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS SEEN COMPLETED. PERMIT MUST SHOW A LICENSED PLUMSER. To Be Used For: StoraQe (Two Whee1)Valuation: $54,000.00 Date: February 19, 1992 Site Address 2864 EaQandale Blvd. Lot 2-"Block 5 Eagandale Center Parcel/Sub Industrial Park Owner Kraft Foodservice Address 2864 Eaeandale Blvd. City/Zip Code EaQan MN 55121 Phone 454-6580 CoritractoY Opus Corporation Address 9900 Bren Road East City/Zip Code Plinnetonka MN 55343 Phone 936-4442 Arch./Engr. Opus Architects & EnQineers Address 9900 Bren Road East Gity/Zip Code Minnetonka MN 55343 USE ONLY Occupancy &Z_ Zoning T 1 Actual Const Allowable V-N # of stories L Length Ng Depth $Z S.F. Total 2y9 Footprint S.F. Z49(, On site sewage_ On site well MWCC System _ City water _ PRV _ Booster Pump _ APPROVALS Planner _ Council Bldg. Off. Variance FEES Sldg. Permit 'I36?'o Surcharge 217,00 Plan Review 2 g f. A.! SAC, City SAC, MWCC Water Conn. Water Meter Acct. Deposit S/w Permit S/W Surcharge Treatment P1. Road Unit Park Ded, Trail Ded. Copies SUBTOTAL Penalty Lot Change TOTAL ?'!D. L 3 Phone # 936-4444 agrees that all work shall be done in accordance with (Signatur f Contractor) ? ali ay?:icable State af Minnesota Statutes and City of Eagan Ordinances. . PERMIT C°n °"° 0078 ... CITY Of EAGAN 3830PilotKnobfload PERMITTYPE: aulLo]CNG Eagan, Minnesota 55123 Permit Number: 000083 (612) 681-4675 Date Issued: 03/24 J92 SITE ADDRESS: 2864 EAGANDALE BLVD 10T: 2-4 BLOCK: 5 EAGANDALE CENTER INOUSTRIAL PARK 1 DESCRIPTION: Building_.PermiC Type COMM/IND. ADD. Building i?lork Type ADDITION e REMARKS: FEE VALUATION $1,750,000 8ase Fee $5,099.50 5AC (CITY) $900.00- Plan Review $3,275.68 5AC (MWCC) $2,600.00- Surcharge t800.00 TRERTMENT PLAN7 1 104.00- Subtotal $9,115.18 7ota1 Fes $5,011.18 CONTRACTOR: OPUS CORP - Applicent - 29364442 P 0 BOX 150 MINNETONKA MN 55343 (612) 936-4442 OWNER: OPUS CORP P 0 BOX 150 MZNNE70NKA MN 55343 (612)936-9492 I I here6y ackronwledge that I have read this application artd state thaC the information is correct and agree to comply with all applicable State of Mn. Statutes and City of Eagan Ordfnances. . APPLI ANi PERMITEE SIGNATURE ISSUED BY: Sk8NATURE ? / .. ?.? 199Z _ J,D92'BUILDING PERHIT APPLICATION CITY OF EAGAN SINGLE FAMILY DWELLINGS MIILTIPLE DWELLINGS COMMERCIAL 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PLANS 1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCUTATIONS 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. IAT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALIAWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT PERMIT MUST SHOW A LICENSED PLUMBER. pNASE 1[ 7- To Be Used For: Office/Warehouse Valuat on:? < S Q A^ ate: Feb.uary 14, 1992 Site Address 2864 Eaaandale Blvd Lot 24ft.-,F-Block 5 Eagandale Ceot-?r Parcel/Sub Industriai Fartc Owner Kraft Foodservi.ce Address 2864 Eaeandale B1vd. City/Zip Code EaQan MN 55121 Phone 454-6580 Contractox' 0 us Cor oration -p. o 5 0 Address -9909--Brx..-RQa4--E?st- City/Zip Code ?GA2 ? C?l.easen Phone 936-4442 Arch./Engr. Opus Architects & En2i.neers Address 9900 Bren City/Zip Code _Plinnetonka MN 55343 OFFICE USE ONLY (RG?YI00CL AND ENLARvE? FHE Occupancy B2 Bldg. Permit 503CT.S0 Zoning ZI Surcharge $ Oa.pO Actual Const Plan Review 3M?S Allowable V- P* SAC, City (LlOO. OO ? # of stories SAC, MWCC j 6 0 0,00 Length Water Conn. - Depth Water Meter - S.F. Total Acct. Deposit - Footprint S.F. 7600 S/w Permit '-"- INCREA?'jE S/W Surcharge-" Dn site sewage_ Treatment P1 .( On site well Road Unit '-' MWCC System _ Park Ded. City water _ Trail Ded. -- PRV Copies '-' Booster Pump _ SUSTOTAL J?' O I II SJ APPROVALS Penalty Planner _ Lot Change Council TOTAL ? Bldg. Off. " Variance 4 UgC 50(o(b) UnILIMi'i"FDALLoWABLEARE4 Phone # 936-4444 -? ?? uau'x4? agrees that all work shall be done in accordance with ^ (Sign ture of Contractor) ' w all applicable State of Minnesota Statutes and City of Eagan Ordinances. ' a 1 ^ 'guIL.talNfr F'C-)ZMI^ !sr loo?,ooo ? 3539,St? `1SbM x Z= f 500, 00 5039 1 5-o ???'E Surac.Haru.c 5c?(? ? ?u?a?f ?7S^uooa? = 23v0, o0 P LAN ?,,J, elj S"?3q.sz x (a s% - 32-75, cp $ SA-c. aE'7vQvuNaT1oN 1-ETro2 DR'rEp; ?'AT tci 5 I ? RA-7rt?-4C? Mw cc. raA-rE G t rh 2.R? ?'R, pLA N ?' 65-D x? = (V? (o oo . 0 0> lao x44 _ <40 0,0 0> 2'7 (o )< LI 1 I 0 y ,oo? \ ? . ,.? - , CITY OF EAGAN 1992 BUILDING PERMIT APPLICATION ._ , 681-4675 SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered slte surveys, I copy of energy calcs. COMMERCIAL 2 sets of architectural & structural plans, 1 set of specifications, 1 copy of energy calcs. Penalty appiies v+hen typlnq of permit is requested, but not picked up by last working day of month in which re uest is made or lot chan e is re uested once ermit is issued. Date / / Yaluation of work Site Location: SiREET . STE / Tenant Name: LOT BLOCK SUBD. P.I.D. # Descri tion of work: The applicant is: 0 Owner ? Contractor ? Other (Describe) Name Pho ne Property LAST fIRST Qwner address STREET . SiE • City State Zip Company Phone - Contractor Address License N Exp. City State ZiP Company Phone Architect/ Engtneer Name Registration # Address City _ State Zip Sewer & water licensed piumber Processing time for sewer & water permits is two days once area 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. 5ignature of Applicant: ? Metropolitan Waste Control Commission Mears Park Centre, 230 East Fifth Street, St. Paul, Minnesota 55101 612 222-8423 March 2, 1992 Mr. Joe Merchak Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Merchak: The Nietropolitan Waste Control Commission reviewed the SAC assignment for the Kraft Foodservice Expansion. The original letter for this determination was dated May 24, 1991. This project is located within the City of Eagan. . ? , This project should be charged 22 SAC Units, instead of the 26 units originally assigned. The SAC review is based on new updated information. This determined follows. Charges: Warehouse 135424 5q. ft. @ 7000 sq. Office 10156 sq. ft. @ 2400 sq. Training Room 4588 sq, ft. @ 1650 sq. ft./SAC Unit SAC Units 19.35 4.23 2.78 Total Charge: 26.36 4.37 Net Charge: 21.99 or 22 ft./SAC Unit ft./SAC Unit Credits: Warehouae 30584 sq. ft. @ 7000 sq. ft./SAC Unit If you have any questions, call Roger Janzig at 229-2119. ' cerely, Donald S. Bluhm Staff Engineer DSB:RWJ:jle 92030255 cc: S. Selby, MWCC Carolyn Krech, Finance Department, Eagan Scott Larkin, OPUS wiDc -4Ccou?% SAC cNAIPgEE, 7U 9157 ???[NOc? - ANf°L y SAt G/P?UiTS TU c' 711 Equal OpportunitylAtfirmative Action Employer ?o ?J , . ... RELEASE OF HOLD Date: N1hdZcK /9) )49Z Project Name: Kg A F r rooD S EJzvte.r Sio,.r Address: Legal Description: L B Sec/SUb Release of Hold: Qvr C?Fx A7-76ALr(L'y Sco f f Ja?nt6h Sa.,s `{'haf ({e ?Qs /Zece??e? S; ne? Ca?? es o? fGc D/CAIWA-C'iE ANO Vl4?4Y G44StN.?AT fAC Cfly ?G?LOSy?d QKd p`e9 eJ:sZ tl / V, pt- fAe 14C 15Sli14HeE dF fAc Re_lease 8old On: V issuance of building permit Certificate of Occupancy Other (please explain) LTS#1 Release , , ' '• 1991 BUILDING PERMIT APPIICATION CITY OF F-AGAN REQUIREMENTS: 14 4 C.3 SINGLE FAMILY 2 SETS OF PLANS, 3 REGISTERED ITE SURVEYS, 1 SET ENERGY CALCS. MULTIPLE DWELLINGS 2 SETS OF PLANS, 3 REGISTERED SITE SURVEYS, 1 SE7 OF ENERGY CALCS. # OF UNITS RENTAL FOR SALE COMMERCIAL 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS, 1 SET OF ENERGY CALCS. PENALTY APPLIES WHEN TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE Q$ 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. ? To Be Used For: Valuation: Date: D& /-2, Site Address ;1ry64 A?vv 5 S/,2-/ Lot J-? Block 1 Parcel/Sub Owner /«FT//aM?2icA?? Address ?-c?'G? /-i???/?IJ/?6F Ciry/Zip Code A4?4,-? M.v. Phone Irs 5?- 6.5 d'o Contractor Address City/Zip Code Phone Arch./Engr. Address City/Zip Code Phone # FEES Occupancy F-- ?- Bldg Permit el 1, Zoning Surcharge 3. Actual Const Plan Review Allowable License Fee # of stories SAC, Ciry Length SAC, MWCC Depth Water Conn. S.F. Total Water Meter Footprint S.F. Acct. Deposit S/W Permit On-site sewage S/W Surcharge On-site well Treatment PI. MWCC System Road Unit City water Park Ded. PRV Trail Ded. Booster Pump Copies A. SUBTOTAL APPROVALS Penalty Planner Lot Change Councii TOTAL S6, o? Bldg. Off. Variance V t! Ppi?Gx. 6 mo'n Sewer/Water. Licensed Contr. . Processing time for sewer/water permits is two ays once area as een approve . agrees that all work shall be done in accordance with gnature ermittee 411 applicable State of Minnesota Statutes and City of Eagan Ordinances. __ KRAFT " ? ?C,.,??„ ?FOaoseAwceJ A unit of Kraff Foodservice, Inc. December 12, 1991 Mr. Joe Merchak Plan Reviewer City of Eagan 3830 Pilot Knob Road Eagan, MN 55121 Dear Mr. Merchak: Aa we diacusaed in our phone conversation on Wedneaday, December 11, 1991, Kraft/American would like to conatruot a temporary office to houae our operationa ataff during the "Phase II" portion of our building expanaion. This temporary office mould be located on the new shipping/receiving dock at grid lines 10-11 and G-J (aee attached print A1.1). Aa the ahipping/receiving dock ia maintained at a temperature of 400 F,it will be necessary to completely enclose, insulate and heat this office. Thia temporary office will have an inaide d3mension of t 19'-9" X ± 55"-9", and a ceiling height oP ± 8'-3". Following ia a aummary of the construction methoda Kraft/Rmerican would like to use in erecting this temporary ofPice. 1) Floors: 2 X 4 pine frame, 24" on center laid directly on the concrete slab. The voida will be Pilled with unfaced fiberglaas insulation. The decking will 6e 4 X 8 X 3/4 tounge and groove "5turdi-Floor". R foam backed level-loop carpet will be installed over the deck. 2) Walls: The portion of the walls high-lighted in green on the attached print #2 will be pre-formed panela aupplied by Porta-Fab Corp. (aee encloaed documents). The remainder of the walls will be conatructed oP 2" X 4" X 8' atuda 16" on center. The voida will be Pilled with unfaced fiberglaes inaulation. The wall akina will be 15" aheetrock. No taping or painting of the aheetrock ia planned. MAIL ADDRESS: P.O. BOX 64039, ST. PAUL, MN 55764 SALES INFORMATION: PLEASE CALL', 2864 EAGANDALE BND., EAGAN, MN 55721 PNW CITIES (612) 452-8600 MINNESOTA 1-800382-2007 OFFlCE (612) 454L580 FAX (672) 456-9840 IOWA, WISCONSIN, NORTH AND SOUTH DAKOTA, NEBRASKA 7-800 -32&2028 3) Ceiling: The ceiling will be conatructed of 2" X 8" X 20' pine inatalled 48" apart, with metal crosa "T" to allow for 2' X 4' drop in ceiling panels. The ceiling panela will be a vinyl coated Piberglasa backed 2' X 4' "suapended ceiling" panel. 4) Heat: The heat will be provided for the three (3) private rooma be three (3) 110 vac electric heatera aupplied by Porta-Fab Corp. (aee encloaed documenta). The heat for the general ofPice area will be provided by four (4) 220 vac electric baseboard heatera. All heatera will be inatalled by a licenaed electrical contractor. 5) Electrical The electrical aupply ahall be inatalled by a licenaed electrical contractor. 6> Lighting; Lighting ahall conaiat of 8' Pluoreacent fixturea fastened to the 2 X 8 ceiling joists. The fixturea will be equipped with safety covera over the fluoreacent tubea. If you have any queationa or need further information concerning this temporary ofPice please contact me directly at 683-4205, as it is necessary Por RraPt/American to proceed with this project as quickly as posaible. Thank You, Jim Hunter Maintenance Manager KraPt/American : 1"11 ? 1991 BUILDING PERMIT APPLICATION ? .r CITY OF EAGAN r1NGLE FAMILY DWELLINGS MULTIPLE DWELLZNGS COMMERCIAL 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED 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. IAT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER IATS - CONTRACTOR/HOMEDWNER 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 SHOW A LICENSED PLUMBER. CADDITION 1-0 WAREHOUS--- PHArftg: J To Be Used For: DiStribution Valuation: Date: 5/30/91 Site Address Krdit/AmeriCdn 2864 Eagan a e v. Lot ? Block 4 _ Parcel/Sub P'npAjp19, (°mt, uli lf=I owner Kraft/American Address 2864 Eagandale Blvd. City/Zip Code Eagan, MN 55121 Phone 454-6580 contractor Opus Corporation Address 9900 Bren Road East City/zip Code Minnetonka, MN 55343 Phone 936-44941 5':.o4 t&KK('j Arch./Engr. Opus A&E Inc. Address 9900 Bren.Road East City/zip Code Minnetonka, MN 55343 Phone # 936-4468 O00 N5$ OFFICE USE ONLY O? FHES Occupancy Bldg. Permit l07117, DO Zoning =-? Surcharge L&-1 58•Stl Actual Const Plan Review 63(01,p0 Allowable Y-N SPR*SAC, City # of stories I SAC, MWCC -^° Length 39 N Water Conn. - Depth 396 Water Meter -° S.F. Total 14$?OVa Acct. Deposit ?----? Footprint S.F. /NB, GIOO S/w Permit -? S/W Surcharge On site sewage_ Treatment P1. -----?- On site well Road Unit MWCC System tl° Park Ded, .----?- City water ?,/ Trail Ded. PRV Copies Booster Pump _ SUSTOTAL APPROVALS Penalty Planner Lot Change Council TOTAL f /a '• 5 0 Bldg. Off. Variance * U1dUNM-O arLW+yA&&AP-Sf1 -uBC. 506I6; agrees that all work sha11 be done in accordance with ? (Sa.gnature of Contractor) all applicable State of Minnesota Statutes and City of Eagan Ordinances. _fee-s ? B? I ?--r>„t, c- petlw, I t- !s r 'l? DUO, ao? _ 3s 8!r x z- 5)L, 9 c.H A12? 3s'o `7 ___?---------- l0'709,SO .It?.'"' o P, 14ou 4 , ouor x 5Ss?,00,7 = /y58,50 10710 3?E.?N R?U 1 ?I.t.J lo?o?r,??o K 6S? = C?96/,l? orz 696/ ACC, P?-Aw T `'?"'UsLw Nali? o? OR r . ?, r. OPUSCORPORATION KRAFT FOODSERVICE EXFANSION 2$64 Eagandale Bivd Eagan, Mn 55121 BUILDING PERIufIT VALUATI4N WORKSHEET TOTAL PROJECT VALUATION LESS PREVIOUS AFPLICATI4NS Grading & Foundations LESS PHASE II WORK New Remodel 5129/91 $6,575,500 -240;450 - i,o5o,000 -7ao,ooo VALUATION THIS PERMIT AFFLICATION $4,585.350 1 1991 BUILDI NG ?? APPLICATION CITY OF EAGAN SIN6LE FAMILY DWELLINGS 2 SETS OF PLANS 3 REGISTERED SITE SURVEYS 1 SET OF ENERGY'CALCUTATIONS MULTIPLE DWELLINGS COMMERCIAL 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL REGISTERED SITE SURVEYS - & STRUCTURAL PLANS (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 LOTS - CONTRACTOR/HOMEOWNER M[IST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FDR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PERMIT MUS?T SHOW A LICENSED PLUMEER. IK.',oriN G $vjjjW& Foundation 3F To Be Used For: Pezmit Valuation: j26e7? Date: May 9, 1991 a8 Site Address Kraft/American,-2868 EaQandale ?41 OpQ OFFICE IISE ONLY BouLevard, Eagan, MN 55121 Lot I-A Block L Parcel/Sub Q„l, q k iL a-9L Owner Kraft/American Address 2868 EaQandale Boulevard City/Zip Code Eagan, NdV 55121 Phone 454-6580 ContYactoY Opus Coxporation Address P.O. Box,150 City/Zip Code Minneapolis, ?^N 55440 Phone 936-4494 G'? of T L P'Y-K Arch. JEngr. Opus P:&E, Inc. Address P.O. Box 150 City/Zip Code Mirmeapolis, MV 55440 Occupancy Zoning Actual Const Allowable # of stories Length Depth S.F. Total Footprint S.F • B-Z- On site sewage_ On site well MWCC System _ City water _ PRV _ Sooster Pump _ APPROVALS Planner _ Council Bldg. off. Variance Cc A5s oF FSES Bldg. Permit /W,VU Surcharge ( O. O Plan Review 3 DU SAC, City '?6 W,OU snc, riwcc j6cjo,n0 Water Conn. Water Meter Acct. Deposit -- S/w Permit 60,00x?l S/W Surcharge I3Z7 Treatment P1. ,00 Road Unit Park Ded. - Trail Ded. Copies SANITARV 58+192 /JS/Q, Z SUBTOTAL Penalty Lot Change TOTAL 33536.y2 Phone # 9361+547 j?ohle2 ? s?-w agrees that all work shall be rlone in accordance with (Sign ture of Co trac or) all applicable State of Minnesota Statutes and City o£ Eagan Ordinances. . . -+?#y ? ? +Ra !r rr?? .. .a w 7?7, hc, 5?w = 2Gvv ? x r?sz? :r- l6 qnc3 ?-?,r az6 = ?i 7, (, 3 sA-N m4lay 5e-.,&-? x i1 = <<r GU 5A". rj C-w , r ZS-???pfi?x 16"Fo1eP 7 W?JO,92 I * 3 1 M E M O R A N D O M TO: I JIM STURM, CITY PLANNER PAT GEAGAN, POLICE CHIEF I DALE WEGLEITNER, FIRE INSPECTOR I BILL AKINS, ELECTRICAL INSPECTOR JdN HOHENSTEIN, ADMINISTRATIVE ASSISTANT ? PUBLIC WORKS/ENGINEERING/UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR I FROM: I DOUG REID, CHIEF BUILDING OFFICIAL DATE: I? a Ag• 91 RE: PLAN REVIEW _ F?? MQA•?.?vN I ftRMir l R A T The _ ipreliminary ? construction plans Por F Signature ? e? d"Q/ ? -e. - lezy v'e &,-y e , . LANGF.R Cd'JSTRUCTION COMPANY 54 E. J?oreland Avenue .'ST. PAU?L. MINNESOTA 55118 To C IT ,r__ 457-5993 LFE4UL CEa oIF UNA?HZAaU?d O/.TE - '1 JOB NO. ATTENTION ?? ^?, L pE FeUI bocs GENTLEMEN: WE ARE i ENDING YOU X Attached ? Under separate cover via - ? Shop olrawings ? Prints ? Plans O Samples )K Copy oi Vetter ? Change order ? COPIES DATE ND. DESCRIPTION 2 I ??1? tlo,? i? CNAT2 ? THESE ARE TRANSMIITED as checked below: ? For approval ? Approved as submitted ? For yolIr use ? Approved as noted ?As reqested ? Returned for corrections ? For rewll ew and comment ? ? FOR B?DS DUE 19 REMARKS COPY TO y? rQ SIGNED:??V Fpqt?p?o-x-erereuebom??ownwm,?euouee If enctasures ere not ax noteA, kintlly notlty vz at once. I _ ? PRINTS RETURNED AFfER LOAN TO US ? Resubmit copies for approval ? Submit_copies for distri6ution p Returncorreded prints _.the following items: O Specifications EXTEkIOP, Et;'JELOPE AUf2CuE "U" CaMAUTATIDh ? QiiNER American Fruit & Produce SITE ADDRESS 2864 Eagandale Baulevard COhTRACTOR Langer Construction Co.DRTE 8 -9-79 PHONE 457-5993_ Determine working squere fcotage of each. 1. Total exposed wall area ..... 4236. sq. ft. x.231 = 978.52 2. Total roof/ceiiing area ..... 3756. sq. ft, x.D6 = 225.36 • Total exposed wall area above floor = 4236 ? a. Total wall window area ................... ........ - lo -_- b. Total door area ......................... ........ 3? c. Total sliding glass door area ........... ........ - - -- - - d. Total fireplace wall area ................ ........ 4Z Q e. Total wall framing area (average 10%)...: ........ - f. Total net wall area above f7oor ......... ........ 3714 g. Total rim joist area .................... ; ........ - Total exposed foundation area = h. Total foundation window area ..................... - i. Toal net foundation area above grade .... ......... - Detennine "U" value of each wall segment. i _ a. 10 X"U„ Fip - b. 32 X"U" .36 ii s2 c. - X llUil d. 480 X "U" ,147 = 70.56 e. - X lull - p, 3714 X "U" .25 = 928.50 9 _ _ x „ul, _ h. X ..U., _ . . 7. _ X ,.u., 3............................ ........Total = 1016..41 If item #3.is the same as, or less than item #1, you have met the intent of SBC 6006(c)2. _ - ' i ' 7ota1 °xpesed rDof/ceitSng orea ll" 3756 1. Tatal sk}+liqht aren ...........................:. _ k. Tota1 roof/ceiling framing area (nverage t. Total net insulated roof/ceiling area........... Oetemine "U" value for each roof/ceiling segment. X "U" ` J• k. X ?lull . 1. 3756 x llul. .0497 = 186.67 4 .................................. Total = 186.67 If total of 14 is the same as, or less than #2, you have met the intent of SBC 6006(c)1- Alternate Building Envelope Design To utilize the total envelope system method, the values estab7ished 6y the sum of items N3 and J4 shall not be greater than the sum of items N1 and ,a'2. 1.978.52 + 2.225.36 ' 1 203_88 3. 1016.41 + 4 . 186 C,, ` -3:-2-0 3 . 98-- , r , , .; _ ? LANGER ? CONSTRUCTIDN .? COMPANY August c ?- -?,??? - . _ 9, 1979 American Fruit & Produce Company a) y" insulated glass U=.61 b) Insulated A.M. doors U=.36 g) Insulated overhead doors U=.147 p) Wall: Air 12" concrete block w/ core fill insulation 1) Roof: Air Built-up roof 3/4"Fesco board 3Y"insulation 8" concrete plank Air AN EOUAL OPPORTUNITY EMPLOYER ODd3p -_i cITY U$E ONLY Lo?I-31BL 6" RECEIPT#: SUBD. DATE: 1995 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: ? all commercial/industrial buildings. ? muiti-family buildings when separate permits are r required for each dweliing unit. u,a-rt: cf -41- ?'i5 c;UN rwAc i rKic;t: ML5'74' WORK TYPE: NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: /CM /1? 70'? bG/LGL iCp0r» FEES: ? $25.00 minimum fee Qr 1% of contract price, whichever is greater. ? Processed piping - $25.00 ? State surcharge of $.50 per $1,000 of germk fee due on all permits. CONTRACT PRICE x 1°h _____'rL5274 PROCESSED PIPING STATE SURCHARGE TOTAL SITE ADDRESS: OWNER TENANT JA•419 - ./ V s NAME?i/J?????? ? NAME: (IMPROVEMENTS ONLY) INSTALLER: NEAT!NG & AIR CONDIiIONING C0. ADDRESS: 8930 wEHtwo LAPOLIS, MN 55420•2853 CITY: $ai soaa STATE: ZIP: PHQNE #: 51GNATURE 3 ?J4 • i? n TELEPHONE #: 0" -s s!1 !- qo0o ?- 1-1.2 b87 f CITY OF EAGAN 3830 PYLOT kNOB ROAD EAGAN, MN 55122 PHONE: (612) 454 8100 FOR CITY USE ONLY PERMIT # RECEIPT # ? ?S DATE: S J PLEASE COMPLETE UPPER PORTION ONLY FOR SINGLE i TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. ------------------- WDRK DESCRIPTION NEW CONST _ ADD ON _ REPAIR _ OWNER NAME: SITE ADDRESS: LOT: BIACK SUBD. INSTALLER: ADDRESS: CITY: PHONE #: ZIP: FEES LY DWELLZNGS & ADD-ON MINIMUM $15.00 HVAC 0-100 M BTU 24.00 ADDITIONAL 50 M BTU 6.00 GAS OUTLETS - MINIMUM 3.00 OF 1 PER PERMIT SUBTOTAL: $ STATE SURCHARGE: .50 TOTAL: $ SIGNATURE OF PERMITTEE 99MMEA?IAT./?DiTST&IAV: PLEASE COMPLETE THIS PORTSON FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS, _ .............:<.. .. APARTMENT BUILDINGS, AND MULTI-FAMILY BUSLDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACA DWELLING UNIT. CONTRACT PRICE: I(p lOD - OWNER NAME: CJ62?1_11 1?DGalf SITE ADDRESS: w) do G .4 JLd LOT:op"' /7` BLOCK -I SUBD.(??.w`fn.jT'?L ? INSTALLER: SEDGWiCK ADDRESS: HEi+TItiG 8 AIR COYDITIQ^1MG CD. ---F9t9 MfEPiTKd8iiAF-RNE. SB. MINNEAPOLIS, MN 55420 CITY: ea74ln00 ZIP: PHONE # : C06 sN?? ? ?o/ ?vLfy?ro lyzaG FOR: (JL/ rY?J C?i"? CITY OF EAGAN FEES 18 OF CONTRACT FEE. STATE SUnCHi,FiGE - $ . 50 FvR EACH $1,000 OF PERMIT FEE. PROCESSED PIPING = $25.00 $25.00 MINIMUM FEE. 1010 CONTRACT PRICE x 1% $ IIoC/ ? STATE SURCHARGE $ 11:5?D TQTAL: $ l?? S (SIGNATURE) -72lwL, ,0- /J YQ CITY OF EAGAN 3830 `PIL'O7" RNOB ROAD EAGAN MN 55122 PHONE: (612) 454 8100 A7f. TT FOR CITY USE ONLY PERMIT # RECEIPT # /U D DATE : PLEASE COMPLETE IIPPER PORTION ONLY FOR SINGLE FAMILY DWELLINGS & TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. WORK DESCRIPTION NEW CONST _ PDD ON REPAIR OWNER NAME: SITE ADDRESS: LOT: BLOCK _ SUBD. INSTALLER: ADDRESS:_ CITY: PHONE ZIP: FEES ADD-ON MINIMUM $15.00 HVAC 0-100 M BTU 24.00 ADDITIONAL 50 M BTU 6.00 GAS OUTLETS - MINIMUM 3.00 OF 1 PER PERMIT SUBTOTAL: $ STATE SURCHARGE: .50 TOTAL: S SIGNATURE OF PERMITTEE C43AfERC3ALfXl`tTIIISTRTAT.;: PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS, :: ............... APARTMENT SUILDINGS, AND MITLTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING IINIT. CONTRACT PRICE: / /, 7DU - OWNEK NAME:Cw1lG4"G- -44DdS SITE ADDRESS: uCrY?o? 7'l'i.d.,vind'&eL_ LOT : cp"// BLOCK ? SUBD 0 INSTALLER: SPDGvvyr'l'l( ADDRESS: HEHTING & A!ii CO?:DITIU'JI"riG C0. 6918 1YE^m'rn :TU tvF_ 50. MINNEAPOLIS, h'iN 55420 CITY: ' 881-9000 ZIp; PHONE FOR: FEES 18 OF CONTRACT FEE. STATE SURCHARGE - $.50 FOR EACH $1,000 OF PERMIT FEE. PROCESSED PIPING = $25.00 $25.00 MINIMUM FEE. CONTRACT PRICE x 18 STATE SURCHARGE I. " $ 4D TOTAL: $ (SIGNATURE) /jnW, CITY OF EAGAN 2_ ss3o GITY 0tEAGAIi 3830 PILOTaIdNOS-ROAD EAGAN, MN 55122 PHONE: (612) 454-8100 18 OF CONTRACT FEE. STATE SURCHARGE - $.50 FOR EACH $1,000 OF PERMIT FEE. PROCESSED PIPING = $25.00 $25.00 MINIMUM FEE. PLEASE COMPLETE DPPER PORTION ONLY FOR SINGLE FAMILY DWELLINGS 6 TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. WORK DESCRIPTION NEW CONST _ ADD ON REPAIR OWNER NAME: SITE ADDRESS: LOT: BLOCK _ SUBD. INSTALLER: ADDRESS: CITY: ZIP: PHONE #: CONTRACT PRICE x 18 $ oLs.GD STATE SURCHARGE $ 1 S25 PLEASE COMPLETE THIS PORTZON FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS, APARTMENT BUILDINGS, AND MULTI-FAMILY BUZLDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. -----___-° ---___---°° ---- °__---------°-------------------------------------- i lpy CONTRACT PRICE: /.ZrIS FEES OWNER NAME: ??T,l[/3 7'?DddS I SITE ADDRESS:_?0?? LOT:a-7 SIACK Jr SUBD. INSTALLER:?S E D r-9? u fli ADDRESS: HFi+TING & AIR C00;_DITIOhli:3 C0. MINNEAPOUS, MN 55420 CITY: sat-9ooo ZIP: PHONE #: ? FOR: CITY OF EAGAN TOTAL: FOR CITY USE ONLY PERMIT # RECEIPT #=-??C? DATE: ?? / FEES ADD-ON MINIMUM $15.00 HVAC 0-100 M BTU 24.00 ADDITIONAL 50 M BTU 6.00 GAS OUTLETS - MINIMUM 3.00 OF 1 PER PERMIT SUBTOTAL: $ STATE SURCHARGE: .50 TOTAL: $ SIGNATURE OF PERMITTEE $ .,1 S. SO ( S IGNATURE ) CITY"OF EAGAN 3830 PILOT KNOS ROAD EAGAN, MN 55122 PHONE (612) 454 8100 ?ogNICg.;Ym FOR CITY USE ONLY PERMIT # RECEIPT # , DATE: ?9? ??TTIti?::s PLEASE COMPLETE UYPER PORTION ONLY FOR SINGLE FAMILY DWELLINGS & ..A TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FpR EACH UNIT. -----------------•-- ----------------------------------------------------°- WORK DESCRIPTION FEES NEW CONST _ ADI)-ON MINIMUM $15.00 ADD ON HVAC 0-100 M BTU 24.00 REPAIR ADI)ITIONAL 50 M BTU 6.00 GA:i OUTLETS - MINIMUM 3.00 OF 1 PER YERMIT OWNER NAME: SUIITOTAL: $ SITE ADDRESS: STATE SURCHARGE: .50 LOT: BLOC?C SL'RA. TO°•'AL: S INSTALLER: ADDRESS: SIGNATURE OF PERMITTEE CITY: 2IP: PHONE # vaJrµ'lb1K41A1.(:1d1) 1ALYLdASE i;OciPic'tE THIS PORTION FOR ALL COMbIERCIAL/INDUSTRIAL BUILDINGS, :.:ARTMENT BUILDINGS. AND MULTI-FAMILY BiJILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. CONTRACT PRICE OWNER NAME: KIeAF`? AiYlE2ae.41i SITE ADDRESS:oZeG4 EACrANIOACf_ BWp. LOT:? BLOCK ?_l SUBD INSTALLER: So.?TH-T6c.+? /.?FQIfii-_Ri4-f7o? ADDRESS: S610 v7. 3? S -(K&.5E_T FEES 18 OF COP:TRACT FEE. STATE SIIftCHARGE _ $.50 FOR EACH $1,000 OF PERMIT FEE. PKOCESSEi+ pIpING - $25.00 $25.00 Mi:NIMUM FEE. CONTRACT PRICE x 18 $ :39 .Sa STATE SUF.CHARGE $ -?-??-' CITY: /J'JPCS . ZIP: .SS4Ao TOTAL: PHONE #: _910 _9?0 1 &?&z ? FOR: (SIGNATURE) CITY OF EAGAN Z P!/ V CITY USE ONLY L a BL .s SUBO?&-?J-C. RECEIPT #: c0 RECEIPT DATE: 7 1997 MECHANICAL PERMIT (COMMERCIAL) cirr oF eacaN 3830 PILOT KNOB RD EAGAN, MN 55122 (812) 681-4675 Please complete for: ? all commerciaVindustrial buildings. ? mutti-Yamily buildings when separate permits are not required for each dwelling unit. DATE: Ok 1,CONTRACT PRICE: ZO? SOO. ? WORK TYPE: X NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: (4LW,---, t'g? A7TAGHfv PLA& FEES: ?$25.00 minimum fee or 1% of contract price, whichever is greater. ? Processed piping - $25.00 ? State surcharge of $.50 per $1,000 of Dertnit fee due on all permits. ? CONTRACT PRICE x 1% PROCESSED PIPING STATE SURCHARGE ? S O TOTAL SITE ADDRESS: OWNER NAME: ALL J AJL1T r2271`7 !?EPV lGC TELEPHONE#: TENANT NAME: (mnPROVeMerrrs onLv) -A- L L. I,41J?r INSTALLER: ADDRESS: CITY: PHONE #: Allan Mechanical. Inc. 7875 Fuller Road Eden Prairie STATE: MN ZIP: 55344 934-3999 SIGNATURE: ?!&ik ?L(X QQCL ' 1 M SIGNATLJRE PER 11ITTEE-- CITY INSPECTOR "mE2ma34_; C2TY 0P EAGAN 3830 PIIAT KNOB ROAD EAGAN, MN 55122 PHONE: (612) 454 8100 9mgCA3:; "Rt9T FOR CITY USE ONLY PERMIT # RECEIPT # U ? DATE: S ?-- PLEASE COMPLETE DPPER PORTION ONLY FOR SINGLE FAMILY TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. -------------- WORK DESCRIPTION NEW CONST _ ADD ON REPAIR OWNER NAME: SITE ADDRESS: LOT: BLOCK _ SUBD. INSTALLER: ADDRESS: CITY: PHONE #: ZIP: DWELLINGS 6 FEES ADD-ON MINIMUM HVAC 0-100 M BTU ADDITIONAL 50 M BTU GAS OUTLETS - MINIMUM OF 1 PER PERMIT $15.00 24.00 6.00 3.00 SUBTOTAL: $ STATE SURCHARGE: .50 TOTAL: $ SIGNATURE OF PERMITTEE qAMHERCIWTNDUSTML:; PLEASE COMPLETE THIS YORTION FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS, APARTMENT BUILDINGS, AND MULTI-FAMILY SUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. -----_ °___________________° ---------_____---------_____-___-------._______----- CONTRACT PRICE: oZ 1 7 1 S OWNER NAME: lsYJaLS c SITE ADDRESS:?d' LOT:.?V BLOCK ? SUBD U c?A'• ?? L INSTALLER: (°a " falJ\.. ADDRESS : HEATIG^u & FIA CO. y uu?rv?tirvnn,? c.:.v, NINNcAFJLIS;,'.?;c;! ? CITY: _ ZIP: PHONE # tD'x: CITY OF EAGAN 6`13 C/ FEES 18 OF CONTRACT FEE. STATE SURCHARGE _ $.50 FOR EACH $1,000 OF PERMIT FEE. PROCESSED PIPING - $25.00 $25.00 MINIMUM FEE. CONTRACT PRICE x 1% $ J 17./ S STATE SURCHARGE $ .419 TOTAL: (SIGNATURE -j72eW. ? CITY OF EAGAN 3830 PILOT KNOB ROAD . EAGAN MN 55122 . PHONE: (612) 454-8100 SCA7. FOR CITY USE ONLY PERMIT # RECEIPT # O o1 DATE: PLEASE COMPLETE UPPER PORTION ONLY FOR SINGLE FAMILY TOWNHOMES/CONDOS WNEN PERMITS ARE REQUIRED FOR EACH UNIT. ------------------- WORK DESCRIPTION NEW CONST _ ADD ON _ REPAIR OWNER NAME SITE ADDRESS: LOT: BLOCK SUBD. INSTALLER: ADDRESS: CITY: ZIP: PHONE #: FEES ADD-ON MINIMUM HVAC 0-100 M BTU ADDITIONAL 50 M BTU GAS OUTLETS - MINIMUM OF 1 PER PERMIT DWELLINGS & $15.00 24.00 6.00 3.00 SUBTOTAL: $ STATE SURCHARGE: .50 TOTAL: S SIGNATURE OF PERMITTEE PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS, APARTMENT BUILDINGS, AND MULTI-FAMILY BUILDINGS WNEN SEPARATE PERMITS ARF NOT REQUIRED FOR EACH DWELLING UNIT. ------------- --------- -----___---°---------------------°°-- CONTRACT PRICE: ? 1?72 d?d ? Q OWNER NAME: FOOb L ? FEES 0\?5? 18 OF CONTRACT FEE. SITE ADDRESS: 2$C°? EA CYff UDAuE 6LV 5? LOT:°?Z?4 BIACK S SUBD. "" il J4F`'1 . INSTALLER: ? KEEFEE M ?GA -A N IGAT- ADDRESS: 7 ?SI V856(06:7?J) CI71': (NTl ZIP: 75_4_3 ey PHONE qcrl- ( 3cTI J/-GJ2%I FOR: - STATE SURCHARGE _ $.50 FOR EACH $1,000 OF PERMIT FEE. PROCESSED PIPING = $25.00 $25.00 MINTMUM FEE. CONTRACT PRICE x 18 $ I-3 ZO 00 STATE SURCHARGE $ I 'D 0 TOTAL: Agj $ ? Z(` a O ( ATURE) CITY OF EAGAN ? ?.i????. CITY OF EAGAN 3830 PIIAT KNOB ROAD EAGAN, MN 55122 PHONE: (612) 454-8100 FOR CITY IISE ONLY PERMIT # RECEIPT # D 7 DATE: ? PLEASE COMPLETE IIPPER PORTION ONLY FOR SINGLE FAMILY DWELLINGS & TOWNHOMES/CONDOS WHEN PERMZTS ARE REQUIRED FOR EACH UNIT. ------------------- WORK DESCRIPTION NEW CONST _ ADD ON _ REPAIR OWNER NAME: SITE ADDRESS: LOT: BLOCK _ SUBD. INSTALLER: ADDRESS:_ CITY:_ PHONE #: ZIP: V 0 ADD-ON MINIMUM $15.00 HVAC 0-100 M BTU 24.00 ADDITIONAL 50 M BTU 6.00 GAS OUTLETS - MINIMUM 3.00 OF 1 PER PERMIT ?4PfM?RCIAL/ILIDtTST&?A'd.:; PLEASE COMPLE'PE THIS PORTION FOR ALL COP@fERCIAL/INDUSTRIAL BUILDZNGS, APARTMENT BUILDINGS, AND MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNZT. ° _----°--------------------------------------------°---______-------______ CONTRACT PRICE: f+'d,o20U ' FEES SIIBTOTAL: $ STATE SURCHARGE: .50 TOTAL: $ FEES OWNER NAME: O/ac(.uL18 OF CONTRACT FEE. G STATE SURCHARGE e $.50 FOR SITE ADDRESS:_o1A64( LU?J?n'leev?' Q/rJd EACH $1,000 OF PERMIT FEE. PRO IAT:c?_w BLOCK i SUBDc ,?(11Y..o1lttid?.?Tk,?I S25C00SMDNIMUMNFEE.$25.00 INSTALLER: CONTRACT PRICE x 18 $ Gda.? H: i':3 8!.'Z CC':'OITITJI"la C0. ADDRESS : S9t0 V4'E0CJR1H AVE. SU. STATE SURCNARGE $ . SG riauatN ML1 , m c &i-9000 CITY ZIP: PHONE #: ji/ - 4;0DlJ FOR: CITY OF EAGAN TOTAL: „ SIGNATURE OF PERMITTEE $ (o?1ot.Sd ?.,?ApiJ ilf6. ?(SIGNATURELY CITY OF EAGAN . 3830 PILOT KNOB ROAD EAGAN MN 55122 PHONE: (612) 454 8100 FOR CITY USE ONLY PERMIT # RECEIPT ?-?- # `r? DATE: - ul ?zpl PLEASE COMPLETE IIPPER PORTION ONLY FOR SINGLE F TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. WORK DESCRIPTION NEW CONST _ ADD ON _ REPAIR OWNER NAME: SITE ADDRESS: LOT: SLOCK SUBD. INSTALLER: ADDRESS: CITY: ZIP: PHONE #: FEES ADD-ON MINIMUM HVAC 0-100 M BTU ADDITIONAL SO M BTU GAS OUTLETS - MINIMUM OF 1 PER PERMIT DWELLINGS & $15.00 24.00 6.00 3.00 SUBTOTAL: $ STATE SURCHARGE: .50 TOTAL: SIGNATURE OF PERMITTEE $ PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDUSTRZAL BUILDINGS, APARTMENT BUILDINGS, AND MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. CONTRACT PRICE: 1?' IIF ig 4-0 OWNER NAME: XAI'f F 1 FO(Ob S SITE ADDRESS: ZK"f E/1CIANYALE g LOT:? BLOCK 5 SUBD # INSTALLER: &t?LEE?E M G?AN ADDRESS: -72-S I w P,Sfl-rNr,-Ta1J i0e' CITY: g?DIN rt ZIP: .tJ 5-9`37 PHONE #: -I? ? 13 CT I i - FOR : CITY OF EAGAN FEES 18 OF CONTRACT FEE. STATE SURCHARGE _ $.50 FOR EACH $1,000 OF PERMIT FEE. PROCESSED PIPING a $25.00 $25.00 MINIMUM FEE. CONTRACT PRICE x 18 $ 1 I g'¢0 STATE SURCHARGE $ 15 0 TOTAL: $ lf D'? 0 ev? ( G ATURE) . . . ..? CITY OF EAGAN 3830 PIIAT KNOB ROAD EAGAN, MKN 55122 PHONE: (612) 454-8100 0 MP...?:I??+i? ??. MM FOR CITY USE ONLY PERMIT # RECEZPT # DATE: s / PLEASE COMPLETE IIPPER PORTION ONLY FOR SINGLE I TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FOR EACH IINIT. --------------- WORK DESCRIPTION NEW CONST _ ADD ON _ REPAIR OWNER NAME: DWELLINGS 6 FEES SITE ADDRESS: LUT:BLOCK SUBD. INSTALLER: ADDRESS:_ CITY: PHONE ZIP: ADD-ON MINIMUM $15.00 HVAC 0-100 M BTU 24.00 ADDITIONAL 50 M BTU 6.00 GAS OUTLETS - MINIMUM 3.00 OF 1 PER PERMIT SUBTOTAL: $ STATE SURCHARGE: .50 YO'faL: j SIGNATURE OF PERMITTEE COt41??R?TAT./IA1SIiTS?'KT'; PLEASE COMPLETE THIS PORTiON FOR ALL COMMERCIAL/ZNDUSTRIAL BUILDINGS, < ...:... .............:... APARTMENT BUZLDINGS, AIJD MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. -- °_-°-___..____________________________ ? CONTRACT PRICE: 3 FEES OWNER NAME: ?A?'r / AM. F)g!o IT 18 OF CONTRACT FEE. STATE SURCHARGE - $.50 FOR SITE ADDRESS:??DI?_?4iQ?JQ41? EACH $1,000 OF PERMIT FEE. 1.? PRUCESS?:D FIPING - $25.00 IAT:cp`? BIACK c? SUBD.?ja.c?Q/ 525.00 MINIMUM FEE. INSTALLER: 14-D" I jz I NC, CONTRACT PRICE x 1% ADDRESS: . r'JOaD Ni I (oq STATE SURCHARGE $ 25?73 $ i rid CITY: ZIP: 2S?$.23 PHONE #: TOTAL: $ -??edGw / -? (SIGNATI7RE) FOR: LC ?YJ CITY OF EAGAN Fog. uN0Ct-L4Vr- PS-514V51- p??j_l?, A00 c..o?O5,35e,e wP,G?2 Ql??a?? 2. Nh?H P94%v6-ut46 Pc?Kmtr (.ppY ?NZC.-oS?D Fz?2 ?wg Recoer_s• ? ? ??. ?, • ? . ? PERMIT NUMBER 1472 STATE OF MINNESQfA OEPARTMENT OP LABOR AND INGUSTRV ._, CGDEENFORCEMENT 443 LaFayeite Rood, 4lh Floor St. Poul, Minneaota 55155•4304 (612)29641 B3 H1GH PR.E:S, S;U-RE;..PIPING J+,` ? ? ?-.. PQSt AT`0J.ECI"?SITE.,? _ Oete Counry i ='? . = , t'•'` / ' `DA'1C0?'A C" -' ?. _.r Concractor gORWITZ Projea Neme gg??jFj?MERIe'ktik 1?RDIT 8 PRODUCS Prqea Aj]Q,rQSe DA?$ YD ? Licanse Number f?'y955$; ?.Phone Numtie:+ f6??"c5.?13?190tY' , j ._? ..:6: ; ' ? ?`.'' 'I - ,+.r• .. f: . _ - Estimated Cost - , `Fea`.::.=• ? ' _= ?! = C?e 1ck Numtier; TYDB of PiPing System , tiA^!lPIQN??? ° ? _"? , , . , . Request for inspection sh2U belii?&e five deys3n l,(?/ltNCE Pledse lnclud'e.'she PROJEG7 LOCATI0N, end.tifie PEAMIT NUMBER. This PERMIT must be pasTe,d`aj'tbe`project site fartinspector In rqtjuesting i,nspectioas contatt offwe;lrstedabove. ? ?.Si .-N ! ' ? '`" „, ?j'?., : " :'? . , ?. _ •, x " . ?.:'a?l'l " ;/:.. ..?1??i'?? .. 5 °Y C6, w ^? 4; G ' /' ? :yJ? d'f'r? - 1' ; •• >•'> ?.;. .:'"k ? t`. •• - ? ? ' f; . ?' ".; - ., :,-,•,?T I6 essurB.Pioi svaeto ;` 1 Original - Applitant (Post ot project sita) - -•- - Yellow - Owner or Cempany Rapresentative ' Blue - Audit Fila L152620-02(9/89) Priniad in Siate hint Shop. ? CITY OF EAGAN 3830 PIIAT KNOB ROAD EncnN, rN sszzz YHONE (617) 454 8100 .<?,<t;mfil?,,?`i,A?i:?:.>.,:<> ? FOR CITY USE ONLY PERMIT # "i RECEIPT # O DATE: /a- PLEASE COMPLETE QPPER PORTION ONLY FOR SINGLE FAMILY DWELLINGS & ?,.?:.....,...:....,., x<.....,,:..., TOWNHOMES/CONDOS WHEN PERMITS ARE REQIIIRED FOR EACH UNIT. WORK DESCRIPTION NEW CONST _ ADD ON _ REPAIR OWNER NAME: SITE ADDRESS: LOT: BLOCK _ SUBD. INSTALLER: A?DRESS: CITY: PHONE #: ZIP: FEES ADD-ON MINIMUM $15.00 HVAC 0-100 M BTU 24.00 ADDITIONAL 50 M BTU 6.00 GAS OUTLETS - MINIMUM 3.00 OF 1 PER PERMIT SUBTOTAL: $ STATE SURCHARGE: .50 TOTAL: $ SIGNATURE OF PERMITTEE ??Ji4MERCiA1. 1NIIVStKIl1L:; PLEASE COMPLE'fE TH:S PORTION F'UR AiL (:OMNiERCIALjIlvilUSTRZAL BUILllTPGS, ? : ..................::......... APARTMENT BUILDINGS, AND MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. CONTRACT PRICE: ?3 ?9S OWNER NAME: SITE ADDRESS: LOT:a ? BIACK .J SUBD. INSTALLER: ADDRESS: HEATING 8 uIH?CAN?DRI?ISOCO. QA10 WE MINNfAPOLIS, MN 55420 CI17': 88i"m ZIP: _ FEES 18 OF CONTRACT FEE. STATE SURCHARGE _ $.50 FOR EACH $1,000 OF PERMIT FEE. PROCESSED PIPING = $25.00 $25.00 MINIMUM FEE. CONTRACT PRICE x 18 $ 7J ?7S STATE SURCHARGE TOTAL: $ .SD $ 7 4 ?fS PHONE #: (SIGNATURE FOR: CITY OF EAGAN lil'la'L!°.? efe? ~L BL OFFICE USE ONLY RECEIPT#: ? ? `?3 ?J ? ? (l ? SUBD. ,'#I ' RECEIP7DATE: 2?7 1997 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 687 -4675 Pbsae compbte for: ? all commercial/industrlal bulldings. ? mutti-family buildings when eeparate pertnits ere npj required for eaeh dwellinq unit. ? backfiow preventer tc be installed in eommercial arcas or reaidenGel boubveMs DATE: WORK 7YPE: _ New Const. _ Add-On _ Repair DESCRIPTION OP WORK: IS WATER METER REQUIRED? _ Yes _ No. ARE FLUSHOMETERS TO BE INSTALLED7 _ Yes _ No UNDERGROl1NU SPRINKLER SYSTEM INSTALLING METERT _ Yes _ No. NEW SERVICE7 _ Yes _ No WATER FLOW: GPM. Pressure Reducing VaWe may be required H installing new service - coMecl City'e Engineering Department at 681-4846. FAILURE TO PROVIDE THE ABOVE INFORMATION WILL RESULT IN A DELAY OF METER ISSUANCE FEES Minimum fce of 525.00 or 1°k of contract price, whichevar is greater. Minimum Slate Surchaige of $.50 due on all pertnita. CONTRACT PRICE: S 9.500•oo x 1'h = $ ?J ?av COMPLETE THIS AREA ONLY IP INSTALLING UNDERGROUND SPRINKLER SYSTEM BACKFLOW PREVENTER FEE $ 25.00 = $ WATER PERMIT (new service only) 50.00 = $ WAC (new service onry - per connection) 780.00 = $ WATER TREATMENT (new service only - per eonneetion) 420.00 = $ CITY INSTALLED TAP 300.00 = $ METER: 1°= $165.00 , 2" 7UR80 = $846.00 = $ PERMIT FEE $ 0 0 FIGURE SURCMARGE AT 60 CENTS FOR EVERY 51,000 OF MR FEE DllE STATE SURCHARGE a .50 TOTAL $ I hereby aeknowledge Mffi I have read this appliCation, stale Mat the infmmetion ia comec[, and ayree to Comply with all applicabb Ciry of Eagan ordinances. tt is fhe applipM's responsibility to notly the property ovmer ihat the Cily of Eagan asaumea no liability for any damages caused by the Cily during its nortnal operational and maintenance apctivitles o th cilifiea wnstru under this pertnil vrithin City property/ripht-of-wey/easement. SITE ADDRESS: ? TENANT NAME: ? STE. OWNER NAME: INSTALLER NAME: ? TELEPHONE #: L0 4 "'-l 60?" ? I CO G STREETADDRESS: cirr: ;?t? STATE: ZIP: OFflCE USE ONLY • REVER9E SIDE OFFICE USE ONLY PLUMBING PERMIT (COMMERCIAL) METER SIZE Domestic Irrigation PBY JTILITY CONNECTION (APPLIES TO NEW SERVirc nw v) $ Build ni g I nspector To determine meter size _ Yes _ No ? 7-1,3-97 Date • See if it is indicated on back of Building Inspections card • Enter address in PIMS Screen 301 to obtain S&W permit # • Check PIMS Screens 110 (Remarks) • If gallons per minute are less than 25, a 1" meter will be required. If gallons per minute are more than 25, a 2" turbo with strainer will be required. This information is to be supplied by the designer of the system. Consuh with Plumbing Inapector if Licensed Plumber does not know GPMs. Before selling meter Cileck PIMS Screen 320 for aooroval of inspection resufts. No meter will he sold before all sewer and water inspections are complete on a new service. if new service lines are not required, one check may be written for meter and permR costs. Write meter type and size on receipt, code to 3716-9220 (meter portion only), and forward copy to Utility Billing Clerk. Enter meter size, type, receipt #, date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utility Billing Clerk. Miscellaneous InformaNon The installer is to contact Building Inspections at 681-4675 for inspection of the inside water line and backflow preventer. The Public Works Department may be reached at 681 -4300 for water turn-on. If ineter is over 5/8, call Public Works and let them know so they can tell you if they have one in stock before plumber goes overthere. . CITY OF EAGAN FOR CZTY USE ONLY 3830 PILOT KNOB ROAD . ' EAGAN, HN 55122 PERMIT # . , PHONE (612) 454 8100 RECEIPT # 9 7 5 7 DATE: o? R??`IGkNTII;T?;; PLEA SE COMPLETE UPPER PORTION ONLY FOR SINGLE FAMILY DWELLZNGS & TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. ------------------- WORK DESCRIPTION ----- ------------°°----------- ------------------------------ COMPLETE THE FOLLOWING: N0. FIXTURES EA. TOTAL NEW CONST ADD-ON MINIMUM 15.00 ADD ON SHOWER 3.00 REPAIR WATER CLOSET 3.00 BATH TUB 3.00 LAVATORY 3.00 OWNER NAME: KITCHEN SINK 3.00 LAUNDRY TRAY 3.00 SITE ADDRESS: _ HOT TUB/SPA 3.00 WATER HEATER 3.00 :.GT: B:.CC:C ? SU&D. _ FL00.°. D?.AT.NI 1.00 GAS PIPING OUT. INSTALLER: _ (MINIMITM - 1) 3.00 ROUGH OPENINGS 1.50 ADDRESS: OTHER WATER SOFTENER 5.00 CITY: ZIP; PRIVATE DISP. 15.00 U.G. SPRINKLER 3.00 PHONE #: SUBTOTAL $ ST. SURCHARGE :50 SIGNATURE OF PERMITTEE TOTAL: $ bOMHIERCMiNDUST&?AL:; PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS AND MULTI-FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. CONTRACT PRICE: $3,500.00 OwNER NAME: Alliant Food Service SITE ADDRESS: 2864 Eagandale Blvd. LOT: BLOCK _ SUBD. INSTALLER: Village Plumb Inc. aDDeESS: 2999 Yorkton Ind. Blvd. CITY: Little Canada, MN ZIp:55117-1072 PHONE #: (612) 482-9169 FEES 18 uE' CONTRACT FEE. STATE SURCHARGE - $.50 FOR EACH $1,000 OF PERMIT FEE. $25.00 MINIMUM FEE. CONTRACT PRICE x 18 $ 35.00 STATE SURCHARGE $ .50 TOTAL: $ 15 _ 50 ? z2?pe- (SIGNATURE) FOR: CITY OF EAGAN MASTER CARD OWNER - .S` f_aTar? A aop "Ter STRUCTURE AND ',/ LAND USED AS {?{?ar'/ AOCJJ/o SiZ OOD A6 Sa e Permit No. Issued Issued To Coniractor Owner BUILDING PLUM81 NG CESSPOOL - SEPTIC TANK WELL ELECTRiCAL HEATING ? GAS INSTALLING SANITARY SEWER OTHER OTHER Items Approved (Initial) Date Remarks Distance From Well FOOTING ? SEPTIC FOUNDATION CESSPOOL FRAMING TILE PIELD FT. FINAL ELECTRICAL F? HEATING DEPTH OF WELL GAS INS7ALLATION SEPTIC TANK CESSPOOL DRAINFIELD PLUMBING WELL SANITARY SEWER - ;z OD?Z{ T %O' Violations Noted on Back COMMENTS: 07/13/51 HATTEF.Y kEQUIREMENT CALCULATIONS f:kAFT FOODSERVIGE 2364 EAGANDALE BLVD. EAVAN, MINNESOTA, JJL<I 30 HRS. SUPERVI5ION REQUIRES 10 MIN. ALARM kEQUIkES TOTAL REQUIkED = BATTEkY PAGF. SUFF'LIED = QTY. PAFtT NUMBER 1 FC7[-i 1 APS-E 6 ZDM-D 5 ZDM 5 RDF 5 STAF,' DESCP.IPTION ! ZONc' CONTROL AUX. PWR. SU?PLY DUAL-DENS. ZONE ZGNE DET. MOD. 5F'kINF;. RELEASE SOLEOID VALVE 21.555 AMP-HOURS 0.722 AMP-HOURS 22.283 AMP-HOURS 24 AMP-HOURS SUF'ERV I SORY CUP.F.ENT iAMFSI EACH TOTAL -------- -------- 0. Ci63 0.063 0.020 0.020 0.012 6.108 0.008 0.039 U.t>02 0.010 M1i/A 0.000 ALARM I:URF,'ENT CAMF'S7 EACH TOTAL -------- -------- 0. 376 0.370 N/A O.OGii 0.110 0.660 4.163 0.815 0.047 0.235 0.3:,8 2.290 ^aUPEF.VISION ALAF<M TOTAL = 6.240 TOTAL = 4.370 -? ??t 4-???r???? f CONTRACTOR'S M19ATERIAL & TEST CERTIFICATE FOR ABOVEOROUND PIPING ., PROCEDURE Upon oomplepon of work, In"ctlon snd tettt fhell be mads by ths contrxtotY nprewntatiw and witneued by an owner'f rapreoentative. All dMSCLi; shall bs eorracted and rystam lah in "rvica be}ore eontnetor's penonnal finelly leava the job. A wrtificata shall M filled out arM ilpned by both reprewntetivas. Coplas shall be preparad for apprariny authorities, ownen and eontractor. It it underttood tha ormsr's reprocentatiw'e sipnature in no way pnjud(ees any elaim agaimt aontractor for feulty material, poar workmaMhlp, or failun to mmply wiM eppravinB eutnority'a raquiremente or local ordinancas. ? D BY qPPqOVINO AUTHORITV(S) NAMES yi_Fiui>i2^f M?0-tJ&"?30N VW'k_ PLANS INBTRUCTIONS INSTALLATION CONFORMS TO ACCEPTED PLANS EQ4IPMENT USED IS APPROVED IF NO, EXPLAIN DEVIATIONS 1 FFi ANO THIS CARE ANO [!fYES ? NO p? pNo ES ? NO 21-E??S r-I NO e. OF$YS EM SUPPUESBLOGS. /?? ?S NQNI'?!' 1JoF(l ?/1^J(piI.AOE _ ?n1?T SwSTL.'?'K ? ? l YWn 10.4z m P.r nn.. re.a,9n` Al?nI ntir?N MAKE MODEL MMYjUFARCTURE OSI2EE QUANTITV TEMRATINGRE BPRINKLERS PIPE AND FIT.TINGS PIPECONFORM5T0 1 ANDARD Y NO FITTINGS CONFORM TO ?OARD VES ?NO IF NO, EXPLAIN , . ' ALARM ALARM DEVICE _ MAXIMUMTIMElOOPERA7ETFIROUGHTESr PIPE yqLyE TVPE MAKE MODEL MIN. SEG. OR P40Mf INDICATOR YV VE MAKE MODEL SEHIAI N0. O. MAKE MODEL - SERIAL NO. TIMETOTRIP' WATER pRESSURE AIR PFESBUNE TRIP POINT AIRPRESSURE TIME WATER REACHED TEST OUTLET" ALAFM OPERATED PROPERLY DRYPIPE MIN, SEC. P51 PSI P51 MIN. SEC. VES NO OPERATING TEST Without ?.O.D. Iv !A Witn a.O.D. IF NO, EXPLAIN ' •MEASUREO FROM THE TIME INSPECTOR'S TEST CONNECTION VALVE IS OPENED. 65A (L08p) PqMTED IN THE U.S.A. FpR W,-?AL FIRE SPNINNLER ASSOCIATION, WC., P.O. BUX 1000, 1'Ai1L-ASON, ELECTRIC PREACTION -...-••---.--?...?ao?o?c rAciLITV IN EACM CIRCUIT FOR TESTIN6 IF NO, EXPLAIN ` VAWES OYES QNp I N/? O?S EP`?HGqpJrT OPERqTE OOFS FACN CIRCUIT MAXIMUM T7ME TO MAKE MODEL SuPEqvISlO?v tA6S ALARM pPEq,q7E VALVE RELEqSE dPERq7E RpFASE ?'Eg NO Y ES NO i MIN. SEC. HYDROg7q71C; Hydrostatic tests shall be ma0e et not leu tnan 200 pfi 113.6 bers) for two houri or 60 psi (3.4 bari) above static pressurc ?n excesP P'? (10.2 bars) for nvo hpurs. Differential dry-pipe valve clappers shall be lah open durin e5 e All ebov eg round t 9 g k at to prevent damage. s8e shall be itopped. H ING F F TEST DESCqIPT10N : law the required rate until weter ia clear as inditetetl by no collectfon of foraign meterjal In burlap paga at outletc such aa h ro?yd blowotfs. Flush at ilows not lesc than 400 GPM 11514 L/min) for 4-inch pipe 6p0 GPM 12271 L/min) tor 6 750 GPM 12839 L/min) f i h i 6 i or - nc p pe, - nch pipe, lppp GVM (3785 L/min) for BHnch pipe, 1500 GPA7 15678 L/min) for 10-inch ? p?? anC 2000 GPM (7570 Umin) for 12-ineh pipa. Whan supply cannot produca atipulated flow rrtas, obtain mazimum avallable PNEUMATIC: Establish 40 i 12 7 . p? . ban) eir pressure antl measure drop which shall not exceed 1-Y. pd (0.1 banl in 24 hours. Test prassurc tT at normal water level and air pressure and measure eir pr s r d hi h h ?u e e rop w c s all not ezceed 1-K psi (0.1 ben) in $q houn. P?LL PIP?NC HVDHOSTATICAtIY TESTED AT VSI FOR HqS. ?F NO,STATE REASON ORV PIpING PNEUMATICALIV TESTED ?y5? Np i EqU1PMENT OPERqTES PROPERLV (_??l ES ?NO I . DRAIN REAOINO OF OA6E ?p?,q7gqNEAR WATER SVPpI.V TEST PIPE? HESIDUALPRE55URE WfTH VALVE IN TEST PIPE pPEN WIDE TESTS TEST STATIC PRESSURE: - pSl PSI Underground mains and Iead in wnnectlom to rystem risen flufhed befine eonnec[ion made to tprinWer pipin p. VERIFIED BV COPV pF TME U FOHM NO, 858 ?YES Q NO OTHER EXVLAIN FLUSHEO BYINSTALLER OF UNDER• yy I GROUNDSPqlNKLEqPIPING ?YES ?NO I!I 9LJ11'NC7ESTMq NUMBE SE? LOCATIONS aqgKET§ ' NUMBER HEMOVED I WE DEDP?p?Na YES ?NO , I IF VES... DO YOV CERTIFV q5 THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMFLV WITH THE REpUI REMENTS OF AT LEAST qW5 030.9, LEVEL AR-3 ' I ES ? NO WEIDING DO YOU CERTIFV THAT THE WELOIN6 WA5 PERFOqMED BY WELDERS GUALIFIED IN COMPLIqNCE WITH TME REQUIHEMENTS OF AT LEAST qW5 030.9, LEVEL AR•3 ES ? NO DO YpU CEqTIFY THAT WELDING Wq5 CARRIEO OUT IN COMPLIANCE WITH A ' DpCUMENTEO QUALITV GONTROL PqOCEDURE TO INSURE THAT ALI OISCS ARE . RETRIEVED, TNAT OPENINGS IN PIPING AfiE SMOOTH, THAT SLAG AND OTHER , WElDIN6 RESIDUE ARE REMOVED, AND THAT THE INTERNAL OIAMETERS OF PIPING ARE NOT PENETRqT I ES ? NO HYDRAULIC DATA NqMEPTEPROVIDED IFNO, EXPLAIN - NAMEPLATE VES ?NO . DATE LEFT IN SERVICE WITH ALL CONTROL VAWES OPEN: REMAqKS - ------------ AME OF SPRINKLER CO TRACTOR NOtI A" / 1 uN 1'`{?f ?.?? ?3 TGCTQ I? u?on?? ?? r / CLAIPt VOUCNER - REFUtJD RGQUEST CITY OF EACAN CLAIMANT OPUS CORPORATION ADDRESS ATTN SCOTT LARKIN - OPUS CORPORATION P 0 BOX 150 MINNEAPOLIS MN 55440 Loca[ion 2864 EAGANDALE BLVD LOTS 2-4, BLOCK 5, EAGANDALE CNTR IND PK #1 Receipt No./Date C13715/MAY 31, 1991 Reason fcr Refund OVERPAYMENT 7}•pe of Refund Electrical Fermit 01-3211 $ Plum6ing Fermit 01-3212 $ Plechanical Permi[ 01-3213 $ Surcharge 01-2155 $ Water Connec[ion Permit 20-3713 $ Sewez Connection Permit 20-3743 $ Account Deposit 20-2252 $ Utility Account Over-Payment 20-2250 $ Other: BUILDINC PERMIT G/- 3r}.10 $ 30.00 t .. ?- --.... TOTAL $ 30.00 I declare under the penalties of law that this account, claim or demand is just and that no par[ of it has been nald. Signa[ure OS/31/91 Da[e ., _...-,.,._?...-.,_.._..?. _?...,.,?.??? onTe NUMBEH i ; Ob/19/9f tE°J612 -CITY OF. EAGAN • 3d30 pILOTKN08 pOAD r1EAGAN,:6a04NESOTA0122-i li ?i i! ? i i : di?IAEO TF.?'?.? Si`. .??.11?ftIP?I4N:..-n,.?'i.?'.:?:i PQNuMaF.F1. '? 'i ,f.s;?H?rAMOkNT':_v "? 90L00f00 ? f,l'Y Gr ?:?d: P?E9,{'IIT R?IERPYMT ' ;,it 30.00 +?:IvG p ?:P.1;'?" . ..... 11 I,f : ( {inl ? . 1 . ... ... .... _, ,,.. , ? . . . . . . . :4.pIWr S i IC (.:t) . , . l r ti?.r - ? w«-- V . . . i? x.? ...?r......? ' . . ? . ? ,ww . - ..,.... . . •,.+......w+,.........o-...?.,,,.?+.-..+...'..«.,....?..?...... ..,...,,...,.?... . _..?..?....,. ? V:ACADII??11.1? Ri,ViS ?... .?_,.? r' 30 00 . REMITTANCE VO UCNER DETpCH BEfORE USI G AMOUNT • , . w.ity L-4. Lflf.k i. 1'/ f r1 ?•;+,;.F`-, . ... ?..?. , .. i .. I ! . . ? ?,?dwc r Ycsr?ntEz'-?; C3>t? '1'e:t RJ.t ; 1PIP 4 p4 43?'' ,i:(]qiRQOQ.'41?t. 1?9i9?•??52?' Yjn?in.?,it ' I ? JRE Utility Account Over-?ayment 20-2250 $ Others BUILDING PERMIT Pj/-3?-JO r $ 30.0 $ TOTAL $ 30.01 I declare under the penalties of law that this aceount, claim or demand is jus[ that no part of it has 6een oaid. Signature OS/31/91 Date _ . o?-? - ?, 4e Z`? m -.da A? / CONTRACiOR'S MATERIAL & TEST CERTIFIG4ri FOR-r A BOVEGROUND PIPING PROCEDUHE Upon complNbn of wark, inepeqion antl tqle ahall be made by IM OOntrMOte reprWnplWe and wftneasW Ey M Owner§ raPrmentatNe. M dehcb ahell De correctetl aiM ryuem IM In ecnica Eeforo coMracto/eparpnMl flnalty Neva gie IoB, A tertificste ahall be filletl out an0 aigneE Cy Ddh repreaentathrea, Copks ahell p9 prypero0 for gpprpdng eyqwhbK pwners yd OwWaCM It ie uMlerSl00E Uie wnafe representative's si9nature in rro wey prejudicea eny claim ageinst tontrecOw (or hWry memriel, poorMOrlananelilq a fe4uro m comply wIM aquoWng aulhorilys requireme??ta or locai orCinances. . PROPEFfN NAME ' ' pqrE wczar'r PROPERTYADDRE55 YA14 SS . I Z 1 2? ?l>G M1 blyt.?i t? i, ? ?(op•1?( . ACCEPTEDBYAPPpOVINpAUTHORITIEB(NAMEB) G i Ty t7 F EG A+S WItLW [kl KM ? bo.1 r1 V"L- ADORESS Pl:AN3 - INSfALUT10NCONFORMSTOACCEPfEDPlAN6 , ?ryp EOUIPMENTUSEDISAPPROVEO -S ?NO IF NQ EXPWN DEVIATIONS MASPEPSONINCHARGEOFFIREEQUIPMENTBEENINSTHUCfEDASTOLOCATION ES ONO OF CON7ROL VAIVES AND GRE AND MAINTENANCE OF TMIS NEW EOUIPMENT IF NO, EXPIAW . INSTRUCfIONS HAVECOPIESOFTHEFOLLOWINOBEENI.EFTpNTHEPREMI3ES ? ?Np 7. SVSTEM COMPONENTS INSfRUCTIONS ? NO 2. CARE AND MAMTENANCE INSfRUCTiON$ pNO 3. NFPA134 OOfES ? NO LOCA710N gUPPLIES BUILDINOS OFSYSTEM Lp?1 Fi ? /? `T MAKE MOOEL MANUfAGTURER 01iIflCE BiZE GUANTITV TEMPERATURE RATING G?n Lp?' (qa ( 4 3Z' Z'?S?"? SPPoNKLEtiS ?aac ? ? 6 T12/1Q? S?n 1 ?i ( ?k ? PIPEAND TYPEOFPIPE-GaMiV SC? 10 MDriNSy WftWr{AdVO'Wi,j FIT7INGS 7ypEOFFRTIN6S ALAHY ALARM DEVICE MA7CIMUM TIME 70 OPERATE THROUGH TEST . VALVE OR FLOW TyPE MAKE MODEL CONNECfYON MiN. SEC INDIGTOR ? . ? ORYVA WE . Q Q0. ?E . M?L SERIAL Na M?E MOOEL 8ERU1L NQ TIMEIOTRIP• THROUGHTEST WpTEq PpE$yURE NR PREBSURE . TRIPPOINT AIpPREBgURE TIMENWiER REACHED pLqqM OPERATED (bNNEGTION MIN. 3EC P91 TESTOUTLET• PROPERLY T W?TMO . p$1 P& MIN. SEG YES NO DRVPIPE U O.O.D. OPERATING TEST WITH O.O.D. G7 "aE? ? ZO / 1/ BSA(8-88) •••••.?••• •c r=v„?v.sIryU FT?.cClAa/iT?- WVK. 14('i-VU ??v ` , ????..J ??"??t?? ? 'MEASURED FROM THE TIME INSPECIpR'& TEST CONNECf10N IS OPENE0. PRINTEDINTHEU.SA.FORNATIONALFIRESPRINKIERASSOCIATION,lNG,PA.BmC1UW,PATTEqSON,N.V.125g3 (pyEq) ?cwac n PREACfIDN IS THERE AN ACCESSIBLE FACIL IN EACH CIFCUIT WR TES71N0 - IF NO, EXPLAIN VAWES ES , ONO . . . . ' DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME i0 MAKE MODEL SUPERVISION LOSS ALARM OPERATE VALVE RELEASE OPEiiRTE RELEASE ST w'S x HYOHOSTATIC: Hydroslalic tas s sha e e e rwt less then 200 pai (13.6 bam) lor Mro houre or 50 psi (3.4 bam) above stasic pressure In excesa ot 150 psi (102 bam) lor Mro hours. Oiffarentiel dry-pipe velve clappers shall ba lefl open during tesA Io prevent demage. All abovegmuntl piping TEST leakage shall be stoppatl. DESCRIP710N pNEUMATIC: EstaGlish 40psi (2.7 Cars)air pressure and measure tlrop whlch shall no[ exceed tV2 psi (0.1 bam) in 24 hours. Tesl pressure tanls af normal water level antl air pressure and measure eir pressure drop whlch ehall not exceetl Ph pal (0.1 bam) in 24 hours. ALL PIPING HYDROSTA7ICALLY TESTED AT _ PSL FOR _ HRS. IF NO, STATE REASON DRVPIPINGPNEUMATICALLYTES7ED ? -NO . ? EQUIPMENT OPERA7ES PROPERLV ?ES ? NO DO U CERTIFY AS THE SPRINKLER CONTRACfOR THAT ADDITIVES AND CORROSIVE CHEMICAL3, SODIUM SILICATE OR DEflIVATIVES ODIUM SILICATE, BRINE, OR OTHER CARFOSIVE CHEMICALS WERE NOT USED FOR TESTING SYSfEMSOii STOPPING LEAI(S7 . TE5T3 DRAIN READINGOFGAGELOCAT Dt?EARWATERSUPPLYTESTPIPE: RESIDUALP9UREWITHVALVEINTE9TPIPEOPENWIDE TEST STATICPRESSUfiE 5 a51 ?'• PSI " Underground mains and lead in connectlons to system riseB fluahed 6efore conoection made ro sprlnkler piping. VERIFIED BV COPY OF THE U FORM NO. 858 " G ? NO OTHEfi, - El(PLAIN a ' FLUSHED BV INSTALLER OF UNDER- • GRDUND SPRINKLER FIPING ES ? NO BLANK TES7ING NUMB USED LOCATIONS NUMBER REMOVED GASKETS . WELDED PIPING ES ? NO . IFYES.... - DO VOU CERTIFY AS THE SPRWKLER CONTRACTOR THAT WELDING PflOCEDURES COMPLY - WITHTHEqEQUIREMENTSOFATLEASTAWSD10.9,LEVELAR3 ES ?NO WELDING DOVOUCERTIFYTHATTHEWEIDINGWASPERFORMED BVWELDERSOUALIFIEDIN ' / ? COMPLIANCEWITHTHEqEOUIFEMENT50FATLEASTAWSD109,LEVELAR3 HYES ONO ,. DO YOU CERTIFV THAT WELDING WAS CARRIED OUT WCOMPLIANCE WITH A DOC MEN U TED OUALITV CANTROL PFiOCEDURE 70INSURE THAT ALL OISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH THAT SLAG AND OTHER , WELDING RESIOUE ARE REMOVED, ANO THATTHE INTERNAI DIAMETER50F • PIPINGARENOTPENETRATED - . - - ES ?NO CUTOUTS DO VOU CEFifIFY THATYOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL (DISKS) CUTOU7S(OISKS) ARERETRIEVED ES ? NO HYDRAULIC OATA NA PLATE PROViDED IF NO, EXPLAIN NAMEPLATE ES ? NO ' .. DATE LEFf IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF SPRINKLER CONTRACfOR . -1 y?srrz,[o?t, ,Aa u.C& Coa ? IU? r? SS 113 , , . TE TS WITNESSED 8 SIGNATUHES O RD OWN (SGN ) . TIT? D TE . / l SPRI ER q(SIONED) TI p ? F1VUITIVNHL f4hYLAryAIIVIYANl7N E$ xOCe.«t. ?- - b c Cf'r BSA BACK ?. A. CONTRACTOR'S MATERIAL & TEST CERTIFiCATE FOR 12-si °?- ?- ABOVEQROUND PIPING ?? ?? / PROCEDURE Upon comdecon of work, inspectlon and tmt, shell be made 6y ths contractorh ropreantKiva and witnaud 6y an ownar'a representetiva. All deNets shell pe corrected enA system iaft in sarvice 6efore c0ntroetor's panonnal finelly leava Me j06. A prtiTluta shall be fllled out arM slgned hy both fepressntatlves. Copiet ehall be prepared fOI eppfoVinp euthoritis7, ownen and oontroetor. It la untlentood the owner's representetlve's aipnature in no way prejudicas any claim ageinat eontractor for feulty meterfel, poor workmanship, or failure to comply with approving authority't requiremenb or local ordinancee. n ^t'1 ' LZ Ki ev PLANS INSTAlLqT10N CONFOHMS TO ACCEPTED PLANS EqUIPMENT USED IS APPROVEO IF NO,EXPLAIN DEVIATIONS THIS INBTHUCTIONS AND MAINTENANCE CMARTS ? NO ? NO LOCATION SUPPLIES BLDaS. Oer-FItE F SYSTEM ',"?T 4"3 dl.1J N l?J &00 I T1ab MAKE ' MODEL MNyUFACTURE ORIF SIZE E nUANTITY TEMPRATINGRE SPRINKLERS u-"`?f?' S?d1 FCtCi2 L 22. . ` 5b?/ 1?t n2- ?l t 2 Z6G?" PIPE AND FITTINGB PIPE CONFORMS TO 1 ANOARO Y NO FITTINGS CONFORM TO t4il OARO YES [:]NO IF NO, E%PlAlry ALARM . AI.qRM DE V I CE MAXIMUM TME lD OPERATE TiROUGH TEST PIPE ypLyE 7vvE MAKE MODE? - MINL? .. SEC. ON FLOW E. . ? .. . . . IHOICATOR ? ' YV VE ' QO. - MAKE MODEL SERIALNO. MAKE MODEL SERIALNO. TIME TO TRIP ` WATER pRESSURE AIR PRESSURE TRIPPOINT AIR PRESSURE TIME WATER AEACHED lFSTDUTIET• ALARM OPERATED PROPERLV DNY PIPE MIN: SEC. P51 P51 PSI MIN. SEC. YES NO OPERATING TEST Without O.O.D. JJ "/A ??.a wim o.O.D. • IF NO, EXPLAIN •MEASURED FqOM THE TIME INSPECTOR'S TEST CONNEGTION VALVE IS OPENED. PRINIED IN TME U.S.A. FOH Wi.110NAL FIR[ C`7o N Cyt?_ INC.. 1) LIC ? PF r ,CTI?ac uON . •••??? +• n?.?.caa?eLt rP.cILI7v {N EqCM CIRCUIT FOR TESTINO IF NO, EXPLAIN VAWES ?1'ES ?NO N/ MAKE MODEI DDE' EACH CIRCUIT OPERAIE SuPERVI51dv taSS ALqRM DDFS Ef1CJa CIRCUIT OPEqq7E VALVE RF1Ep5E I MAXIMUM TiME TO oPEqqTp qELFpSg VES NO VES NO MIN. SEC. N VORO?STATIC: Hydrostatic teats shall 6e mede at not Iess than 200 pfi (13.8 bera) for two boun or 60 psi (3.4 6ion) above atatia pressure in excecs of 150 psi (102 harcl tor two houn. Differential drypipe wive cloppere shall ba leh oDen durin Al l eb t d g o roun nt to Orevent demage. piping leekape shall be 1tOpped. H? TEST DESCRIPTION . h G: Flow the requiretl rate until water is clear as indicatfltl by no collection of foreign meterial in burlap begs et outlets such af Y?an[s and blowb(ts. Flush at flows not less t?an 400 GPM (1570 Llmin) fo? 4inch pipe, 600 GPM 17271 L/mini for S-IncA pipe, 750 GPM (2839 Umin? tor 6-inch pipe 1000 GPM (3785 L/ iN f 8 h ' , m or -inc pip e, 7500 GPM (56 78 L/minI for tOdnch pipe and 2000 GPM (7570 Llmin) for 1?-i?ch pipe. V?hen Supply cennDt producB otipuleted floW /e{ef, obtain mexlmum evailebl9. P TI : Establish 40 ai 12 7 b p , ars) air pressure and meesure drop which shell not axceed 1-K psl (0.7 barsl in 24 hours. Test pressure tan s at normal water level and air pressure end meesure air preswre drop whlCh fhall not exceed 1-% psi {0.1 banl in 24 hours. ALL PIPING HVDROSTATICALIy TESTED AT PSI FOR HRS. ?F NO, STATE HEASON , ?. ORV PIPING PNEUMATICA?LV TESTED ?Y NO ' : ? ` EpVIPMENTOPERATESPqOPEqLV ES ?NO f? pqppJ pEAD1NG OF QAOE LpC.q7ED NEqR WATER SUPPLY TEST PIPE: R61IX1AL PRF55URE WITH VALVE IN TEST WPE OP€N W IOE TESTS TEST STATIC PpESSURE: pgl - PSI Underground maint and Isad (n connections to tystem riien flufhed before eongeMion made to fprinkler piping. VERIFIEO BV COPV OF THE U FORM N0.858 ?YES ?NO OTHER - EXPLAIN FLUSMED 8Y INSTALLER OF UNDER- GROUNOSPRINKLEqPIpINO ?yES ?N? 9lANK TESTWG NUMBE SED I.OCATIONS - I GASKETS - T NUMBER REMOVEO WE DEDPIPING OOrYES ?NO IF VES... ' DO VOU CERTIFV AS THE SPRINKIER CONTRACTOR THAT WELDINQ P0.0CEDURE$ COMpIY WITHTHEREpUIREMENT50FATlEA5TAW5O30.9,LEVELAR3 ES ?NQ WELOING DO YOU CERTiFV THAT THE WELDINf3 WAS PERFORMEO BV WELOEHS QUA6IFIED IN , COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS 030.9, IEVEL AR•3 ES ? NO ' 00 YOU CERTIFV THAT WELDING WAS CARRIEO OUT IN COMPLIANCE WITM A ' DOCUMENTEO QUALITY CONTROL PROCEDURE TO INSUHE THqT ALL OISCS ARE ' RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, TMAT SLAG ANO OTNER ' WELDING RESIDUE qRE FEMOVED, AND THAT TNE INTERNAI. DIAMETERS OF PIPING ARE NOT PEfVETRqT ES ? NO NVORAULIC NAMEPLqTE PqOVIDEO IF NO, EXPLAIN DATA NAMEPLATE VES ? NO . j DATE IEFT IN SERVICE WITN ALL CONTROL VAWES OPEN: REMARKS . y. NqME OF SPRINKLER CO?TpACTOR S ? NOU ? MN PArA ?s s?? i3 ? reeTe ? ?m?n e.i SIGNATUHEB FOR DATE -2111, ' [ 3: . -_- . .. ._._ ._.._ . ...., ._? . Q: 3830 PILOT KNOB ROAD nHoMA5 EGnN EAGAN, nnINNESOTA 551221897 ^'ayO' PHONE: (612) 454-8100 DAVID K. GUSTAFSON fAX: (612) 454-8363 DnMEIA PncCRFA TIM PAWLEMY AU USY 22 1991 THEODORE WACMER g , Cwncil M¢mbers THOMAS HEDGES Cily AdminisRatw EUGENE VAN OVERBEKE Ciry Clerk GEORGE I KOSMIDES OLYMPIC ELECTRIC CO INC 7103 AMUNDSON AVE SO MINNEAPOLIS MN 55439 RE: KRAFT FOOD SERVICE FACILTTY Dear Mr. Kosmides: We have reviewed your proposal of August 21, 1991 with respect to providing separate sources of power to the e)dt illumination and signage at the above-referenced project. Pursuant to Section 105 of the Building Code, it is our determination that the proposed method is an acceptable alternate to the specific methods prescribed in Sections 3313(b) and Section 3314(d). Sincerely, Joe Merchak, Construction Analyst Protective Inspections JM/js CC: Doug Reid, Chief Building Officia] Scott Iarkin, Opus Corporation Enc. THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND 6ROVJfH IN OUR COMMUNIi`/ Equal OpportunitylAHirmative Action Employer Y PI E?IECTRIC CO, INC. . 7103 AMUNDSON AVE. SO., MPLS., MINN. 55439 PHONE: 944-7400 FAX:944-9040 August 21, 1991 City of Eagan Inspections Department 3830 Pilot Knob Road Eagan, MN 55122-1897 Attention: Joe Merchak Re: Kraft Foodservice Pacility 2864 Eagandale Blvd. Dear Joe, This is a follow up letter on our telephone conversaY.ion on the above referenced facility. The new incoming power to the facility will be supplied by NSP from two separate grid systems. Service #1 will come from Rogers Lake 65 and service lk2 from Lone Oak 61. These two services will be interlocked with a automatic transfer switch. This will provide continuous power supply at all times with no interruptions of lighting. Therefore we Olympic Electric and the engineer will install fluorescent exit lights and hi-intensity ].ighting with restrike fixtures. Please advise. Thank you. Sincerely, ? George I. Kosmides ? President GIK:dh NSP08-21 Y .. 1 ? EAGEsN TOWNSHIP 3795 Pilot Knob Road St, Paul, MinneaoCa 55111 Telephone 454-5242 PERNIIT FOR WATER SERVICE CONNECTION Date: January 7, 1970 Billing Name:Garaae at American Fruit pwner; American Fruit Plumber; Harris Bros. - Widmer Bros. Number• 399 Site Address:2792 Eaaand.le Blvd. Billing Address Meter N Q,! v Permit Fee 7.50 pd 1/7/70 Meter Reading Meter Dep. Meter Sealed: Yea_ lAdd'1 Chg. NO ( Total Chg. Inspected bq Buildiag is a: Residence t4ultiple $o. Commercial xx Industtial Other Date Remarks: Hy: Chief Inspector In conaideration of the iseue and delivery to me of the above permit, I hereby agree to do tte proposed work in accordance with the rules and regulatioas of Eagaa Towttship, Dakota Count _, Minnesota. By: A/. lL Please notify the above office when ready for iuEpection aud connection. 5bAA..mm,? ? 'k EAGAN TOWNSHIP 3795 Pilot Knob Road St. Paul, Mianesota 55111 Telephone 454-5242 PERMLT FOR WATSR SIIRVICE CONNECTION Date• August 4, 1969 lotsA 27,ru. 5 , Cihs ? --S Number: 316 Billing Name: American Fruit & Produce Site Address: Eagandale Blvd. pwner; American Fruit & Produce Plumber:Azel Newman Pluffibing Meter Meter Pexmit Fee 7.50 Pd. Meter Readiag I Meter Dep. ? Meter Sealed: Yes Add'1 Chg. NO Total Chg. Building is a: Residence Multiple No, Commercial Iudustrial a Other Inspected by Date Remarka: Hy: Chief Inspector In consideratloa of the isaue and delivery to me of the abwe permit, I hereby agree to do the proposed work ia accordance with the rules and regulatioas of Sagan Township, Dakota C_o.u-n?ty, Minnesota. Azel Newman Plumbinq 1608 Como, St.Paul, Minn. Please aotify the abave office when ready for incpection and conaection. Billing Fddress Same 3 ?..,? 4 ? Nr ?S EAGlaN TOWNSHIP 3795 Pilot Knob Road St. Paul, Minnesota 55111 Telephone 454-5242 PERMIT FOR SF.WER SERVICB CONNECTION DATE• January 7, 1970 OWNER: Garage - American Fruit PLUMBER Harris Bros. - TiTidmer NUMSER 548 Address 2792 Eagandale Blvd. TYPE OF PIPE cast iron DESCRIPTION OF BUIIDING Industriall Commercfall Reaidential I Multiple Dwelling I No. of units anc Location of Connectiona: Connection Charge Permit Fee 7.50 pd 1/7,C70 Street Repairs Total Inspected by: Date Remarka; By. Ch1ef Inspector In consideration of the issue amd delivery to me of the above pexmit, I hereby agree to do the proposed work in accordance with the rules and regulationa of Eagaa Toc•mship, Dakota CounCy, Minneaota Please notify when ready for iaspection and coanection and before anq portioa of the work is cwered. Fa.JQ.nda/e ,Z Lots a. -7444?s BKS ? ? -J EAGEiId TOWNSAIP 3795 Pilot Krtob Road St. Paul, Minne3ota 55111 Telephone 454-5242 PERMIT FOR SEWER SERVIC$ CONNECTION DATE: August 4, 1969 OWNER: American Fruit & Produce PLUMBER_AK4LNe an.,M_i p? 1 ,tmbina NUMBER 447 Address Eag'andale Blv. ? TYPE OF PIPE VCP DESCRIPTION OF BUIIDING Industriall Commerciall Residential I Multiple Dwelliag I No, of units X Location of Connections: Connection Charge Permit Fee 7•50 Pd. SCreet Repairs Total Inspected by: Date Remarks• By Chief Inspector In consideration of the issue and delivery to me of the above permit, I hereby agree to do the proposed work in accordance with the rules and regulations of Eagan Towmship, Dalcota CovnC Minnesota J Azel Newman Plumbing Pleaee notify when ready for inspection and connection and before any portion of the work is covered. ?3 L,2,3dyt BEP.BLOMOUIST MAYOR THOMASHEOGE$ CIiY AOMINISiNAiOF THOMqSEGFN EUGENE VaN OVERBEKE . CITY_ OF ?EAGAN CIiYCIEPK JAMES A. SMiTH JERRV THOMAS . , L, ???VY r ; R THEODOREWACHTER , PILDTKN08 04O COUNCILMEMBENS yyP?0,60X'71?199 ? ?EAGAN'M I N NESOTA 4W ?, PHONE M1SC•S1OO - ` ?? ? + 1 rt 0 February 73, 1982 rir. Rill Peters tmrican Fniit & Pmduce < `2864 Fzgandale 31vd., Fagan, MN 55121 I?--ar Mr. Peters: This letter is in regard to our crnzversation oF Febxvary 19,'19R7 concerni*g the cooling water £ill line. F1e will mforce SRC 7622 - 4ater Sunplv Fi71 Cormection atd P1}?D 130 (5) - Potable Flater C'aemection r.o Yeating and Cooling Systan. I would app, reciate it if you wmuld cantact me ?ehen this is completeci. Sincerely, Wiuiam aamis Pluabixg Inspector MA/bas 2 J-L''--, c?-.-.?e-r? THE LONE OAK TREE ... THE SYMBOL OF STRENGTH AND GROWTN IN OUR COMMUNITY. ., ¢ - -5 - o I..!E PMER CAN FlR? ? June 12, 1978 Mayor Leo Murphy 1625 Deerwood Drive Eagan, Minnesota 55122 Dear Mayor Murphy: The attached letter to Robert Sandeen, Dakota County Engineer, outlines American Fruit & Produce Company's need for a twin trailer access route from our plant in the Eagandale Center Industrial Park to T.H. 55, the nearest approved twin trailer highway route. You will note that a portion of the requested route is over Eagandale.Boulevard, a city street. Therefore it will be necessary for the City Council to grant American formal'permission to use city streets. 2 would appreciate it very much if you would bring this matter before the Council for action. Please he assuxed that the total gross weight and the axle weights of the proposed twin trailer trucks will not exceed those of our present equipment. If you wish, I will he very willing to send a Company representative to attend the Council meeting when this matter is brought up. Please advise your wishes. Thank you. Yours very truly, AMERICAN FRUIT & PRODUCE C0. Robert C. Newton Director of Distribution Enclosure as above RCN:dlm American Fruit & Produce Co. • 2864 Eagandale Blvd. • P.O. Box 43039 • St. Paul, MN 55164 •(612) 454-6580 St.E PM[RICPN FIFSI June 12, 1978 Mr. Robert Sandeen County Rngineer Dakota County Government Center 1560 West Trunk Highway 55 Hastings, Minnesota 55033 Dear Mr. Sandeen: American Fruit & Produce Company is seeking approval from the Minnesota Department of Transportation for a twin trailer access route from its facility in the Sagandale Center Industrial Park, Eagan, Minnesota (Dakota County) to T.H. 55, the nearest approved twin trailer highway route. Zn order to receive this approval, it will be necessary to obtain a formal resolution from the Dakota County Board of Supervisors granting county approval. American Fruit & Produce Company is a distributor of food products to foodservice operations and to retail stores within a six state area. It employs approximately 250 people. Each day between 50 and 60 trucks are dispatched, several of which are destined for major metropolitan centers such as Des Moines and the Fargo-Moorhead areas. In order to improve its service and to meet its anticipated growth in such areas, American is planning on operating twin trailer units into these areas starting late this year. These units will be licensed and operated in full compliance with the Minnesota Highway Traffic Regulation AcC. At this time the nearest approved twin trailer route is T.H. 55. American must petition for approval to operate twin trailers over the access route from its plant to the intersection of T.H. 55 and Dakcta County Highway 43 (Lexington Avenue). American is therefore requesting that the following route be approved for twin trailer operation: Beginning at its plant at 2864 Eagandale Boulevard, Eagan, Minnesota, proceed south approximately 0.3 miles along F.agandale Boulevard, a city street, to the intersection with Dakota County Highway 26 (Lone Oak Road); proceed east approximately 0.6 miles to the inter- section with Dakota County Highway 43 (Lexington Avenue); proceed north approximately 0.8 miles to tha intersection with T.H. 55; all as shown on the attached sketch. American Fruit & Produce Co. • 2864 Eagandale Blvd. • P.O. Box 43039 • St. Paul, MN 55164 •(612) 454-6580 3q Page 2 / Sandeen A shorter access route would be to proceed northeast from the plant along Eagandale Bovlevard to its intersection with T.H. 55, a distance of 0.6 miles. However, a steep grade just ahead of the intersection and the absence of traffic signals makes this prahibitive. This access route would be used by American until Interstate Highways 35E and 494 (across the Minnesota River) are completed. I am also sending copies of this letter to Mr. James Kennedy, Dakota County Supervisor for the Third ?istrict and fo Mayor Leo Murphy of Eagan. If any additional information is needed or if it would be advisable for a Company representative to appear before the Board, please contact the writer. Yours very truly, AMERICAN FRUIT & PRODUCE C0. ??CU'(/T!? / ?J ?! ?-r.i Robert C. Newton Director of Distribution cc: Mr. James W. Kennedy Mayor Leo Murphy Enclosure as above RCN:dlm 3S L ? 6 t?- E%? C.'F r T "l (D t k I pE`rUli RCEi7. r=2Rc MAF„=iH.'3L.. 31930 F'ILOT KNOB RC5A:7 EMAGAN, Mpd 55121 DEAR 7OtSG, DECEMHEFf 07, 19G7 THIS IS TO At?:`JSE 'rOiJ TFiA'T' }:RAFTr4h7E.?',ICAi+t 47ILL BE IP1 THE FF.'OGESS JF REr,LAl:IP.iG Ti;:C UA!DERGF2Clt,`Nii D7ESEL E"i1c=L. TAiu!<:^s F€tOM DEC. 14, 19E37 THRi_lUGH COMPLEi=[#N Cihd AF'PFiGXIf`TATEL`f JFiN.04, 19$8, J?llR.ilUG tHiri PERIC'L} [7r= l-TI'IEg RJE €i1S!_L EE I,SIhEG HBO4'E CRCSISND 91<1D TF:Nk;5 Ai'JD A [=.G-FuEi..ING TRE1Ck:: "i'Ct SER- VICE OEF; TF:4JCKS "vlZTH F!!Et_. ir YIIU NEED HhdY cUR7NE€'. i`;dFQRi°1AT7tN, r-LFASE 3JL7 h;DT S-fESiTF?TF_ sO C.aLL s"tF_ I l,JT?.L ,':?>;3:S= Y4lt ?.d}?E?,t THE °?Yi7;°cCT IS ??ri?'3Pt_EiL ?ih1L rHL F;3Ct'?'E ,?""?t?`_iND EGUIFi`9EhdT NG55 r+EEiV r%ERMCit,'ED. ^aZhJCEt=eELY. ?'?ow.... • h?OFtM L. Gi7ETZk::E DIRErTDF; OF Gi5-iRIBII"S'IDtJ, KRAFTf:?MGF;EL:?-liV t6 :2i 454-6580 CC: 1^iFL'S: L.itLTBERYI ?":;k'F E2Ct-±FF< '=!3MP 3r METER, k:FiAF T I;?MEfi I CAh! 2264 F_€-Gf1SV':,r?LE BLUil. EflGAi+:. Ivih: 55121 l6125 454-659<? rnErRoPOUrAn WRlTE COf1TROL COfi1fT11tlIOfl rWin cice5 a e? &4?2?4, March 24, 1983 City of Eagan Thomas L. Hedges, City Mgr. 3795 Pilot Knob Road Eagan, P1N 55122 h:?r?s r , q.3 i;tVIE+NED BY 3?Z8?83 R?J;}j RE: Inciustria+ Disch,arge Perriit for American Fruit ancl Produce located atI28;E4-Eaqandal.e-Elvd., Fagan, PSPd 55164 Dear Sirs: Cnclosed is a copy af the D4"dfL "ermit fer tne facility indica*_?d abowe for the discharge of Industrial Wnste into the Met;:apolitur Disposal S,ystem, if you i-,ave ?tny 36jections to tihe i?,uaqce cNf such a Permit, olease notify the Commissien in writ;inn with9n fiftean e+ays. If no objectiens are received from y--u or the company, the Aermit will be issuec. ' P7ease direct any correspordence to jean K1'uFJP.Y'. Sincereiy, _ ??? ? Dona"d R. Madore Jeputy Director, Quality Ccntrol C?RM: rw Enci,?surP 350 fiIETRO/OURRE BLDG. 7TH 6 R08ERTf TREET! 1RIf1T PHUL fiIf155101 6I2(242•8423 METROPOLITAN WASTE?'CONTROL COMMISSION Permit No 0584 Spill Location Code $E-00-00-EA DRAFT INDUSTRIAL WASTE DISCHARGE PERMIT Pursuant to the provisions of Minnesota Statutes Chapter 473 as amended and the Waste Discharge Rules for the Metropolitan Disposal System 6 MCAR § 6.010-6.019, permission is hereby granted to AmeriCan Fruit and Produce at 2864 Eaaandale Blvd.. Eaaan. MN 55164 for the discharge of 2ndustrial Waste into the Metropolitan Oisposal System through the community of Eaqan to the Commission's Seneta Wastewater Treatment Plant. This Permit is granted in accordance with the application filed on Ma.y 26 , 19 82 , Permit fees of $ 90.00 , and in conformity with plans, specifications, and data as contained in the application as approved, all of which are filed with and considered as part of this Permit. Effluent limitations, monitoring requirements, general Permit conditions, and other specific conditions are hereinafter set forth in this Permit. Effective Date: day of , 19 Expiration Date: day of , 19 Issued 6y METROPOLITAN 41ASTE CONTROL COMMISSION Chie A ministrator or du y aut orize representative Date Page 1 of 6 METROPOLITAN WASTE CONTP.OL COMMISSION Permit No 0584 Spill Location Code 5E-00-00-Fq A. Effluent Limitations Parameters M41CC Loca Limitations on Total Discharge (mg/1 or other s ecified units) Cadmium (Cd) 2.0 Chromium-total (Cr) 8.0 Copper (Cu) 6.0 Cyanide-total (CN) 4.0 Lead (Pb) 1.0 Mercury (Hg) 0.1 Nickel (Ni) 6.0 Zinc (Zn) 8.0 pH-max. (units) 10.0 pH-min. (units) 5.0 MWCC local limitations for metals are the maximum for any operating day. pH limitations are instantaneous values. Page 2 of 6 METROPOLITAN WASTE CONTROL COMMISSION Permit No 0584 Spill Location Code SF-00-pp- FA B. Self Monitoring Schedule 1. Following are the specific sampling, sample compositing, and volume determination methods required by this Industrial Waste Oischarge Permit. Representative samples shall be collected at each monitoring point by the Permittee in accordance with the guidelines listed in Appendix B of the Waste Discharge Rules for the Metropolitan Disposal System. These samples shall be collected once each reporting period on normal operating days. The sampling day wastewater volume for each monitoring point shall be determined as stated and shall be used to obtain a representative sample of the Permittee's total waste discharge 6y flow proportional compositing. a) i) Monitoring Point: Samples shall be collected from the cooling _tower bleed-off. ii) Sample Collection Metho :,ra samp e uPtno bieed-otf. iii) Vo ume Determination: DiSChdrge meter. iv) shall be 580 mg/1 for Chemical Oxygen Demand, 275 mg/1 for Suspended Solids, and 0 mg/1 for metals. Notification will be provided by the Commission if and when these values are revised. Page 3 of 6 METROPOLITAN WASTE CONTROL COMMISSION Permit No 0584 Spill Location Code 5E-00-00-EA 2. Parameters Chemical analysis for the previously specified sample representing the total waste discharge shall be performed for the following parameters: pH SijqnPnd?d Solidc, Chemical flxygen Demand, Total Chromi im and Zinc. . For EPA Categorical Pretreatment Industries, the parameters to be analyzed shall be in accordance with applicable EPA Regulations. 3. Reporting Frequency For the duration of this Permit the Industrial Waste Discharge Report shall be submitted semi-dnllUally to the Commission on or before January 15 and July 15. C. Compliance Schedule + The Permittee shall comp?ete additional pretreatment and/or operation and maintenance to comply with EPA Pretreatment Standards and/or MWCC Local Limitations in accordance with the schedule set forth in Attachment N.A. D. General Conditions i. Industrial Waste discharges from a Permittee shall be in accordance with applicable provisions of the Waste Discharge Rules and this Permit. 2. The Permittee shall not knowingly make any false statement, representation or certification in any record, report, or plan required to be su6mitted to the Corrmission under the Waste Discharge Rules. 3. This Permit shall not release the Permittee from any liability, duty or penalty imposed by Minnesota or Federal statutes or regulations or local ordinances: Page 4 of 6 METROPOLI7AN WASTE CONTROL COMMISSION Permit No 0584 Spill Location Code SF_nn_nn_Fa 4. The Permittee shatl take all reasonable steps to minimize all accidental discharges includin9 slugs, spilis, and bypasses. Plans for the preven- tion and control of accidental discharges shall be submitted to the Com- mission for approval within a specified period of time when requested by the Chief Administrator. In the event of any accidental discharges, spills, or bypasses whose quantity and nature might be reasonably judged to constitute a hazard to the Commission's personnel and treatment faci- lities or the environment, the Permittee shall IMMEDIATELY notify the Industrial Waste Section of the Commission at 771-8845 (office hours) or 454- 8928 during non-office hours and report the Spill Location Code along with other pertinent information. 5. Any change in the volume or characteristics of Industrial Waste intro- duced into the Metropolitan Disposal System which the Permittee knows or has reason to believe will have either singly or by interaction with other wastes, a negative impact on the treatment process shall be im- mediately reported to the Industrial Waste Section of the Commission. The Permit shall then be subject to modification or reissuance in ac- cordance with 6 MCAR g 6.012 D. 6. The Permittee shall pay applicable strength charges assessed by the Com- mission. 7. The Permittee shall install, operate, and maintain sampling and monitoring devices in proper working order at the Permittee's expense. 8. The Permittee shall allow the Chief Administrator to enter upon the Permittee's premises to inspect the monitoring point and to determine compliance with the Waste Discharge Rules for the Metropolitan Disposal System and the Industrial Discharge Permit in accordance with 6 MCAR § 6.012 H2. Page 5 of 6 METROPOLITAN WASTE CONTROL COMMISSION Permit No 0584 Spill Location Code SE-00-00-EA E. Specific Permit Conditions 1. The sampling and analysis renuired under Section B of this Permit shall be submitted Nfith the July 15, 1983 report. Based on these results, the Commission shall determine if routine samplinq and analysis will be required. 2. Before a final Permit will be issuedrthe application fee of $90.00 must be submitted. Fee should be submitted by April 15, 1983. 3. The results of.all wastewater monitorin(i conducted, at the specified monitoring point s) of this Permit, shall be submitted with the Indus- trial uIaste Discharge Report for that reoartinq period. If additional monitoring has been conducted beyond the recuirements of this Permit, the Permittee shall compute a flow-weighted average of all reouired reporting parameters except instantaneous pH measurements. Page 6 of 6 MEMO TO: SHANNON WILLEY, ZONING ADMINISTRATOR FROM: THOMAS A. COLBERT, DIRECTOR OF PUBLIC WORKS DATE: OCTOBER 21, 1988 SUBJECT: PARKING LOT SETBACK VIOLATION-DRIVEWAY OBSTRUCTION AMERICAN FRUIT & PRODUCE COMPANY-2864 EAGANDALE BLVD. A recent drive by inspection revealed that the above-referenced business has expanded its parking lot facility to the extent of marking parking stalls closer to Eagandale Boulevard than allowed by ordinance by designating these stalls within the driveway entrance to this facility. Not only is this a violation of the parking lot setback ordinance, but also, creates a potential obstruction for traffic entering and exiting the facility. The violation is located in the southerly driveway entrance. I am sure the approved site plan did not anticipate or provide for these designated parking stalls. It could also present a problem of restricting emergency vehicle access through this driveway entrance. Therefore, would you please follow through with working with the property owner informing them of this violation and trying to get this entrance drive restricted for access only with no parking allowed. I would appreciate confirmation when this issue has been satisfactorily resolved. Thanks for your help in trying to correct this problem. s A. Colbert, ec: Dale Runkle, Community Development Director TAC/jf U.,I. ., , Minnesota Pollution Control Agency JAN 12 1984 VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED RE: Proposed Issuance of PCB Certificate of Exemption #CE 0000366 rAmerican"Fruit & Produce-Company ? Eagan, Minnesota Dear L1 ?ostmaster: Dear 2? Mayor (or Chief Administrative Officer): THIS IS AN OFF.ICIAL RE,QUEST OF_THE MINNESOTA POLLUTION CONTROL AGENCY THAT YOU?POST THE_ENCLOSED_PUBLICNOTICE IN ACCORDANCE WITH THE FOLLOWING: Minnesota Statutes 116.36 and 116.37 and 6 MCAR Section 4.8038 (Minnesota State Regulations WPC 38) provide for opportunity for public notice of certificate of exemption application for polychlorinated biphenyl (PCB). State Regulation 6 MCAR Section 4.8038 provides for public notice of every application, and states: "C.3.a. Circulation of public notice. The Director shall prepare and issue a public notice of the certificate of exemption application. The notice shall be circulated. .. in any of the following ways: Posting the notice in public libraries or other public buildings or places located in the designated geographical area. .." Accordingly, we submit the enclosed public notice for posting in the ? Post Office in your municipality. =X City, Town, or Village Hall. We request that the notice be posted on the date referenced in the notice and that it<remain.posted for thirty_4ays-.1-Any questions concerning this matter should be addressed to Permits 5ectionl Division of Water Quality. f Since ly, ?;?? Ftr3 Pt?j• Curtis J. Sparks, P.E. Chief, Permits Section Division of Water Quality Enclosure 1935 West County Road B2, Roseville, Minnesota 55113-2785 t Hegional Offices • Duluth/Brainerd/Detroit Lakes/MarshalllRochester ? 141637 Equal Opportunity Employer ? Council Minutes October 6, 1981 €?C.' 2 33 3 being set as to the procedure of hringing the variance directly to the Coun- cil; flarther, that in effeet a public hearing has been held because notice had been given to all affected property owners. Smith seconded that motion and all voted in favor. R 81-64 1482 BIIDGET - LEVY CERTIFICATION City Administrator Tom Hedges reviewed with the Council and the members oF the audience the proposed general fund budget being presented for 1982 in the sum of $3,287,130.00. Several revisions have taken place recently and the mill rate for the budget will be 17.826 mills with .246 budgeted as a contin- gency for the fund balance. It was noted that there has be2n a substaatial increase in the assessed valuation during the past year and the increase in the mill rate is only 0.5 mills with the same level of service provided as well as increased service in certain departments. Special levies for the general fund total $498,091.00. There were no comments From the audience and Wachter moved, Egan seconded the motion to approve the tax levy payable in 1982 to be certified to the Dakota County Auditor and to approve the 1982 General Fund Budget as proposed. All voted in favor. R 81-65 JAMLS THO,PSON - WNDITIONAI, USE PIIiMIT The application of James Thompson for conditional use permit to store com:aercial vehicles in an agricultural district at 4875 Dodd Road was next considered, Mr. Thompson was present and explained the proposal. The APC recommended approval subject to certain conditions. After diseussion, WacHter moved, Egan seconded the motion to approve the application sub,ject to the following eonditions: 1. Mr. Thompson shall only be allowed to store 5 refuse trucks on his property and if Mr. Thompson increases or expands the number of trucks, he will first have to obtain approval from the City of Eagan. 2. All trucks in Mr. Thompson's business shall be licensed for the current year. ` 3• The conditional use permit shasll be reviewed annually and if the City has not received any complaint about the operation of the business, the conditional use permit shall be granted for an additional lyear. All votad yes. CAtdERZGlk3T-,FRF3IT-AZJIS=EFtOllIICE-COMPIltJY-YHEIAIICE =. e2& 6?f 6y6?,l NDi} L E % L VD ??G.A????IGe Cnr?C r??n Na?l( 16+ Mr. Margolis and other representatives of American Fruit and Produee Company appeared on behalf of its appllcation for variance from parking re- quirements at its location on Eagandale Industrial 91vd. The Advisory Plan- ning Commission recommended approval subject to conditions. Mr. Margolis stated that steps had been taken to resolve the on-street parking objections _ and Councilmember Egan stated that truck parking on Avalon and Eagandale Blvd. - has taken place on a repeated basis in recent months. It was noted there 5 , ;?£ ?::z Council Minutes Oetober 6, 1981 ? would be 174 maximum employees at one time with 192 stalls at present with proposal of 274 parking spaces. Couneilmember Egan stated the Council wi11 review the on-street parking from time to time and then moved and Wachter seconded the motion to approve the application subj=et to the following condi- tions: 1. The proposed site plan shows 9 x 10 dimensions for parking stalls. The applicant shall provide 10 x 20 parking stalls for the newly created spaces. ? 2. If there is a large increase of personnel for American Fruit and Produce Co., they shall provide the additional parking spaces as requested by the City. All voted in favor. NII7T.CRFST ?_tdD APtD [da7DTREE 22dp 9DDITZONS The aoplications for final plat approval of Windcreat 2nd Addition and Windtree 2nd Addition have both been submitted to the City and it was recom- mended that they be approved subject to completion of the development agree- ments for each. Wachter moved, Egan seconded the motion to approve the appli- cations for final plat approval for both plats contingent upon completion and execution of appropriate development agreements and compliance with all neces- sary city requirements," including ordinances. All voted yes. R 81-66 D 81-49 R 81-67 CItdNAA:ON RIDGE 2&D ADDITION FINAL PLAT U 81-50 The application for final plat approval of Cinnamon Ridge 2nd Addition was submitted by Zachman Homes. Steye Ryan of Zachman Homes was present and explained that about 4 lots, Lots 5 and 6, and Lots 10 and 11, Block 1, will be undersized and there was considerable diseussion that there was no variance that was requested in the original PUD. Mr. Ryan explained that the reason is to meet the setback requirements and that the lots would not be marketable if the lot sizes were revised to exceed the 7,000 square feet each. In addition, changing the size would require filling ponding for construction purposes and would disrupt more trees. If the private driveways are.included, then the lots would be on the average in excess of 10,000 square feet per lot. Egan moved, Wachter seconded the motion to approve the plat, subject houever, to all requirements being met, including review of the variances by the staff to determine whether there are any problems created by the lower lot sizes and in addition, complianee with all other city regulations. All voted yes. R 81-68 D 81-51 CEDARVALE SHOPPItiG CEEITER SIGN PERMIT The application of the owners of the Cedarvale Shopping Center for a 45 foot pylon sign with a maximum 228 square feet, was next considered. Mr. Dave Brown representing the management appeared. It was noted that under Section ? 1606 of the Sign Ordinance, the City Council could determine the maximum size after reviewing certain factors for shopping center pylon signs. New owners -? _ acquired Cedarvale in January of 1981 and expect to make improvements to the 6 :ity of eagan C? - ?-j & s', ? CB?P ?Z / MUNICIPAL CENTER 3830 FILOT KNOB ROAD EAGAN. MINNESOTA 55722•1897 PHONE; (512) 681-4600 FAX: (612) 681-4612 MAINiENANCE FACILRY 3501 COACHMAN POINT EA6AN, MINNESOTA 55122 PHONE: (612) 681•4300 FAX: (672) 681-4360 THOMASEGAN Mayor June 12, 1992 JIM HUNTER, MAINTENANCE MANAGER KRAFT-AMERICAN FOOD SERVICE 2864 EAGANDALE BLVD EAGAN MN 55121 RE: HITCHEN EXHAUST HOOD MAKE-UP AIR 2864 EAGANDALE BLVD Dear Mr. Hunter: PATRICIA AWADA PAMELA MCCREA TIM PAWLENTY THEODORE WACHTER Counell Members THOMAS HEDGES Ciry Adminlnsfrotor EUGENE VAN OVERBEKE CNy Clerk We have reviewed your proposal of June 9, 1992 regarding the above-referenced matter. Pursuant to section 105 of the Minnesota Uniform Mechanical Code, approva] is hereby granted for your request. This approval is conditiona] upon (1) adherence to the minimal usage of the hood as stated in your proposal; and (2) no problems developing due to its use as proposed. Sincerely, i , Joe Merchak, Construction Analyst Protective Inspections Division JM/js Enc. Kraft's proposal of June 2 cc: Doug Reid, Chief Building Official Dirk House, Constructian Inspector (Plumbing) Pete Sentry, O'Keefe Mechanical Inc. THE LONE OAK TREE ... iHE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opporlunity/Atflrmative Action Employer Q KRAFT '"_ ?jymrrican y FODDSERVICEJ A unit of Kraft Foodservice, Inc. June 2, 1992 Mr. Joe Merchak Building Inapections City of Eagan Eagan, MN 55121 Dear Mr. Merchak: I am writing in response to Mr. Dirk House's letter dated June 1, 1992 and our telephone conversation oP ,7une 2, 1992. Z would like to requeat, on behalP of KraPt/American, that an alternate method of inatallation be approved by the City of Eagan under Section 105 of the Minneaota Uniform Mechanical Code for the exhaust hood in the teat kitchen being inatalled in our facility at 2864 Eagandale Hlvd. The test kitchen being installed ie for demonstration purpoaea only, with anticipated usage of 1^2 houra weekly. This kitchen will not be used as a production kitchen or a meal preparation kitchen by Kraft/American employees. In the event that the hood installation as proposed (aee encloaed printa) doea not Punction properly, or that demand changes exceed the hooda capacity, Kraft/American w311 obtain a Building Permit from the City of Eagan to inatall a make up air unit as per Minnesota Uniform Mechanical Code 1346.2003, Section 2003 (i). If you need any further information, please contact me at 683-4205. I will be waiting to hear from you regarding the approval of our Hood Inatallation requeat. Sincerely, ' ?"`; Jim Hunter Maintenance Manager MA!L ADDRESS P O. BO%6G039. ST. PAUL, MN 55164 SALES INFORMATION: PLEASE CALL. 2864 EAGANDALE BLVD.. 5AG4N, MN 55121 PNW CITIES (6t2) 452-8600 MINNESOTA 7-800-382-2007 OFF:Cc (b12) a5n-5580 FAk (t}2) 456-9840 IOWA. 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Classified filter 1E" x 20" 5 S/S removable grease?r fceptacle (eoch end) 6 Supply air di(fusar 8 Balancing domper ' 9 Fire damper f 4 ,A Su6sidiary M Kraff Geneml Footls. Inc. American Frtilt & Rotluce Co. 2864 Eagantlale BOUlevard Eagan, Minnesota 55121 OfACe (612) 454-6580 JIM HUNIER mwlntenance Manager CITY OF EAGAN x, REQOEST FOR REVIEW OF PIIBLIC RECORDS I/We, the undersigned, are requesting permission to review the following government records held in the City of Eagan: ? NAME XIH-l,= ADDRESSI{?'A % % ? ??r2 r? ? s? G ? ? / ?/ ?/'G.a ^1J Jc ? _--- TELEPHONE NO. 4,- --- GOVERNMENT RECORDS (specify) K T'?hw5? l Signature _ _ _ _ - _ _ _ _ _ _ - _ - - _ _ _ _ - _ _ _ = -.- . . __ -_ '?•---?.:,z.,,1 srl-EETS FOR OFFICE USE ONLY Designation of Requested Data: Public, Private, Non-Public, Confidential, Protected Non-PUblic Approved: Employee Date: ,`D' VY? ?, 1 1 Approval by the City Clerk is necessary for any data determined not to be public. Approved: City Clerk Da te : ?O? ? -- - _ _ _ - - - -. - / ---- ?y?`?/, - - -- -- ?,?;,,.,?f - - -- --- --- ---- ?- - -- - --- - _ ------ - - - ----- s.? ,?f? ?? .____. -_ _ _ __ __U??CT/L____ /-G???? ? _ _ _ ' __ L y ? ._ ? AN" InJ ^ J ? Ir ? /36 ?Cd.?a zti (?-t-t 'Ji?e-0 9a-tik ROAD ?EISMO. ? ? -? l /. ,{ AMOUNT ? C. . . . . . . ' & OGILAFS ? O CASH ??CHECK ? 4? ?' -' j-'. ? l/,^ , '2!i `4-4 ? FUNO OBJECT qMpU?,?7 . `"?-lJ n ^".? Z I r ? 3 ? Q ?,?.?.. - Thank You 'j 143820 By Yeflo.--? ? P'vik-Fib Coq . (RECEIP.T';"e, ; ° . 3830 PILOT KNOB ROAD " ?' ' ,,£AGAN MINNESOTA55122 OATE f9 ??4j ?! /, ? _ f ! AMOl1NT 8 ? " 'q? ?. 3 8 DOLLAFS im O CASH ? CHECK ,f ? -, G?it,.G. llN. ?k FUND 08JECT AMOUNT 37i( Lf? o 6 ? 03? • Thanl? You c ` 103825 BY wN,.--Pay.,.copy ? Yagow--P?no Cow PIM-Fib Goq .. . . .c a- /,; Qs, 4?wq ?,1.?/? .?. ? P,? ?/ MEMO TO: JZM BTURM, CITY 'PLANNER go TO ? f ( STEVE HANSON, ABSZSTANT B ILDIFICI AL JOE MERCHAR, CONSTRUCTION ANALYBT DALE AEGLEITNER, FIRE DEPARTMENT BZLL AICINBi BLECTRZCAL INBPECTOR PUBLIC WORRB/ENGINEERING DEPARTMENT DTILITY HILLING CLSRR FROM: DODG REID, CHIEF SIIILDINO OFFICIAL DATE s SUBJECTz FINAL INSPECTION The Protective Inspections Department will be performing a final inspection of ao04h,_ .aQQncYafP 7?1 ud. on ?(ra f Amoric.anFoods . A Certificate of Occupancy will be issued following our approval. If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. DR/mg ? OPUS CORPORATtON ' DESIGNERS -CONTAACTOAS - DEVELOPERS 800Opus Cemer 9900 Bren Aoad East Minnetonka, Minnesora 55343 (6121936-4444 el RECEii 2 7 1531 , MailingAddress P.O. Box 150 Minneapolis, Minnesota 55440 Fax (672) 936-4529 ? .? September 25, 1991 Mr. Stan Lexvold Senior Engineering Technician Ciry of Eagan 3830 Pilot Knob Road Eagan, MN 55 1 22-1 897 Reference: Kraft Foodservice Expansion 2864 Eagandale Blvd Eagan, MN Deaz Stan: As per our telephone conversation today, Opus is proceeding with the solution of leaving the compactor out in the open on the above project in accordance with the original plan which includes installing a concrete slab under the compactor sloped to a catch basin that drains to KrafPs on-site storm water retention pond. After reviewing and pricing several opdons, it was decided that by Kraft providing the above details, maintaining the compactor container and providing routine cleanup of the area, that this wovld be a satisfactory way of solving this issue. We are also installing a strainer inside the catch basin to catch any solids that are missed during cleanup and will pipe this catch basin to the pond for on-site treatment of the storm water or water used in their cleanup operation. Opus will complete the work at the pipe ouflet into the pond in an approved manner and will sod the pond this yeaz. As you stated, the City feels this is an acceptable solution to this issue. If you have any further comments on this issue, please contact me immediately T'hank you again for your time and assistance. Sincerely, OPUS CORPORATION ?•? Scott B. Larkin Senior Project Manager zc: Dick Nielsen Hank Bruesde Larry Everson 9 Affiliated Companies: Opus U.S Corporation, Opus Architects and Engineers, Inc.. Opus North Carporation, Opus South Corporatlon, Opus Southwest Corporetion, Normandale Pmperties Ina, Opus Prapenies Inr. Chicago - Milwaukee , Minneapolis - Tampa - Pensacola - Phoenix - San Oiego - Seat[le - ,' 8S ? ' ?rooKRAFT asrRnce One Perkwey North, P.O. Bac bft. Joe Meichak City nf Eagaa . 3830 Pilot Knob Road $agan, MinnesotB 55122-1897 25?92 VIA VIXDQ-PY TO 612-M1-4625, RE: graft Foodsarvicc Inc. (formerly Amedcan Fruit and Produoc) - Secrond Amendment to Deelaca,tion of Fitsetnent Dear Mr. MerchalC INC. As per our canversation of this mnrning, attached you will 9nd s mpy of thc above mentianed document. This doaunent detmes the required 6Q' set bach Twa otiginals werc previously sent to Fd Kixscht of the Ciry of Eagsn, Please contact me at 709-405-8814 if you have eny questions or ueed any addidoael infurmation. Your help in this mattcr 1s appreciated. BespectSilIY, i -"?_- Ted Lsmpersld Sr. Pro}ect Manager attacbments: 26bF.G52 Letter of Transmittal to Ed Kirscht from Northwastesn Mutuai Life. Fnlly eaoecuted "Second Amendment of Dcclaration af FagemenY, datcd 25NQV91. cc lctter an1S"• Gary Gleason Opus gEAE 1W,DocX- c-Vurtz -r- ND05 7X'i.3(- P4 RK #t- I 6020'd Z19bT842T9[6 01 9Q-S:)[1SI00'1 QZ3I=1 WOaW t2:60 266L-S2-H3zI , &EMf BY:KMPT/LAV1/Olenvlew : 2-1P-97 : 9:46P4 : WtAFTLAW NOMHFIELD+ 7uke upp M00 Nnmwndi,k 4ts Boukyard NaontinlMn. M'v? S6137 T96p6one: 6120-p27-2100 . IIEAL ESCATE 1NYJSTM6Nf OFFICE Decamber 28, 19si Mr• F.d Kr6pht CNy of Eegan 383D Pilat Knob Rpad EeBan, Minneaotg 55122-1897 AE: IRE-330106 LOta x& 3, gloek 1, 8th Addltlon Eagandale Center tntlustrial Park Kran/Ame?tcah Expen9lon Dear Mr. qrscht: 708 406 870B:R 9 "., _ 2 ?9?'? Per your telephone request, 1 am endosing twp fully e,cecuted •geCOnd,qmendment to Declaration of Esaemerrt"_ The enclo9ed pertain to KraB's recant expanaion in the Eag8r7d9te lndustrisl Parfc. Ia'^ fOrwardin9 mase to y0u as You IncfiCetad that your attomey warned to revfew and reootd tha flnal tlucuments. "Nould YoU roturn to Qur o}fica one recorded copy wBh the repprcling data thereon. 7hank you. Yours tn*, D819 E. Huber Regionel Manaper qEH/te Enclosure TNF NORTHW(STFRH M117'Uµ 11FE IHVAtAWE CpMpANY. MiIWWke, ""_.. . .. ..?. __ .. __.._ .._...__. .r ...._....._.._.._. _. ? 60i£0'd ZT9bL89ZT9T6 Ol 9Q-57I1S[SO'1 Q- 13IA WONj 2Z:60 266S-SE-93A ti ,. , SECpND AMENDME2iT IO DECLAl2ATfON OF EA$EMENT -_rp?-O Tbis JSecond [.mendment iz made and entecBd into av of the ??y ? rx.Q?k 2991, hy TltB NpRTHWESTERN 1RQTUAL LIFE INSIIRAIVCE COMPANY, a W]saonsln Opppprarion (hereln Called °NML") a[xt liRAFT FOODSE7tVICE, INC., a DelBware corporatipn (herein ealled "Kratt"). WI iN ES5j?',IH THA T; wHEREAS, MML and American Fruit anQ ProtluCe Company, a Minnesota corporation (herein called "Ameriean Fruit") hflve entered into a certaia Deoiaration af Easement dated Aprll 23, 1587, filed April 28, 1987, as Dopuulent Nq, 184853 in the Offlce pf the Registr&r of Titles in and for Dakota County, Minne3ota (herein called the "Declaration^); wHMEAS, the Declarasien was modified by the First Amendment io the Declaration of HMppent by and 6etween NML and Ameriean Fruit datCd November 30, 1888, filed es Document No_ 211913 in the Offlce of the &egistrar of Titles ia and for Dekota County, Minnesora (Aerein Called the "First Amendment"); tiTiiEREAS, American Fruit and Kraft are wholly-owned subsidiariea oi a common crorpprate parent; WHEREAS, through c9rtaln title transfers Kraft aow holds title to the property whieh is subject tp the Declararion and the First Amendment; wHEFtEAS, NML and Kraft desire to modify the First Amendment and DeelBretion; NQW, THEREFORE, for good and valuable Consideration, the receipt and sulflefenCy of which are nereby aeknowledLred, NML end Kraft hereby agree as rouowa: 1. PBrflgraph 4 of the Declargtion, 25 amended by the First Amendment, is hereby amended by [tie folipwing which shall be read in conlunction with sa3d amendetl Paragraph 4: A. Notwitristanding anything containeC in the Declaration or the £irst Amendmen[ to the wntrary, NML shall not have the right to Ille the LOt 2 AmeridmeAt, as dEffnetl in the First Amendment, Wlthout the exPress written epnsent o1 the owner of record at the Southerly Portion of Lot 2, a5 defined in the First Amendment, w3uch is purdened and benBfitetl by the Lot 2 AmenQuten[; WBS0258 11/21/91 1250 60i60'd ZS9bLB9zi9i6 01 9Q-S711SI90"1 Ql31=1 4MH 82:60 266T-SZ-H3-4 4 . B. Notw}thstanding anything contained in the DeClaration or the Flrst Amendment to the con2rary, in no event shall: <il Parsgraph 4 01 the Deelaratlon, as amended hy the First Amendaleni; Ot {iU the Lot 2 Amendment he conscrued co grant to NML the 1'Sght tO Cxpand, alter, or afiect in aAy way whgLScever, the South Lot 2 Easement Area, 2s defin0tl L•; the Fir9t Amendment, without the prior axpr6dS wriii0tl conseilt OI the owner pt record pt the SauNet'ly PBttl07f Of LDt 2; end C. Notwi[hstanding enyt?iing con2ained in the Declaration or the Fsrst Amendment to the contrary, NMLIs right to expand the Lot 8 Eesement Area, as defined in the First Amendment and pursuant to its rights under the Lot 2 Amandmenc, 8hal1 be lim9ted to the extent that it does nat inteMere, intringe, impa5r or burden the Relpeated Lat 3 LandscaplV Easement Area, es hereinatter defined. 2. The following pardgrapts shall be insertep SAto the Deelaration and shall consritute new pardgr3phs thgrein: 14. I.8 aAing Eesement Burdeninct Lot S. That portlon pf Lo[ 8, es defined in the First Amendment, as follOws, tD-wit: A iliteen (15) foat Strip along the NorthwESterly boundary oi Lot 3, Of 0pproximate]y 756 feet, the Southwesterly boundary pf which strip is the Northerly right-of-way line oi Wast Service Road aad the Northeasterly boundary Ot whieb strip is a 11ne perpendtcular to the Northwesterly boundary of Lot 3 drawn through a pofnt loeated 726.00 teet Southwesteely af the NoMhelSterly Corner of L.ot two (2), $]ock On0 (1). EaEaAd81e Center Industrial Park N0. 8, (harein calleA "LOt 29 a9 measured along the Northwesterly boundary af Lot 3 and the Southwesterly boundary of LOL 2; ("Lat 3 Landseaping Eesemen[ Area^) shaU be sub)ect to a perpetual easement (herein Called the ^Lot 3 LandsoapSng Easement), eubject to Par[ C of ihls Paragraph, below, ror the purppse of eanstructing, preparing, maintaining and inspecting a landscaping berm ("Landscaping Serm^) looated on the NortDwesterly Coundary pf Lot S. This Lot 3 LandscaPirg Easement and its improvemenrs sha11 be for the appurtenant penefit oe the Soucherly Portion of Lot 2. Further, this Lot 3 Landscaping Easement is hereby dedicated to the benefi[ of Krait Ior the addirianal purpose pt tulfilling, 68tJs[yine 9nd complying wlth "Allowable Area Increases^ of Seotlon 506(b) of the current and spplicehle buSlding code governing rbe Sautherly Porcion of Lot 2 Property. lb. M nteoance Easement Burdenlne Lot S. A po rtion of Lot 3 shatl be subject to an easement which shall be five (6) feec in width and run along the entire Southeasterly boundary of the Lot 3 WBS0258 11/21/91 1250 60/?50'd ZS97S89zi9L6 Ol 9Q-57[15tOD'I Q73IZI WOdLi 62=60 2665-152-fl3J Landscaping Easem@nt of approximately 758 feet ("l.ot 3 Maintenaneg Easement Area^), regardlESS of any relocation of the Lot 3 Landscaping Easement, pursuant to Part C below (herein Called the "Lot 3 Maintenance Easement^), for the purposes of maintainSng, repafring and inspecting the fneegping 1ao05eaping herm located on the Narihwcsterly porrion of Lo[ 8_ The Lot 3 Maintenanee Easement shall be tpt the appurteAant heneiit nf the Soatherly Portion of Lot 2 antl shall termi- nate sixty (60) days after writtPn notioe W the pwner of recoCd of thC Southerly portion of LOt 2 from Sny fntUre purchaser or transieree irom NML pniy ot tee ticle to Lot B. lMaintenance of C.ot 3 Landsoafline Easement Area and Lat 3 tdainance Easement qrea. SuDject to such Section 17 be]ow, the owner of racorcl of the Sautherly PorUon of I-0t 2, at its sole cost and axpense, shall redsoasbly maintain and reasonaqty keep [be landMping and vegetation on the Lot 3 Landscaping Easement Area and the Lot 8 Maintenance Fasement Area in a cantlition Qonsistent wich the landscaping and vegetation of the SouTherly Portion of Lot 2 and Lot 3 to the extent of naLUral growth end normal wear aod tear {"Maitltenance Ot]ligetion") nnTil the earlier of the iWlowing OCCw5: (X) 8 peCiod of ten (10) yeers fr07]l the da[6 of ThiS SCCOnd Amefldmeni; or (y) the Landscaping berm nu ]ongee 8xists on the Lot 3 I,andscap4ng Hasement Area; providetl that the Maintenanee Obligatfon snall rwt inClude maintenance qr repair for the negligent or willtul aets or amtssions of the owner of Lat 3, iu agents, employees, Invitees or puests or of chird parcies. The awner of rhe Southerly Poriion of Lot 2 and [he owner of Lot 3shall each pay IiTty (50%) percen[ of those cWts and expenm for Lhe repair and maintenance of the Lot S MaintenanCB EasemOnt Area flnd the owner of the SouthOrly Por[i0A of Lot 2 shall pay one hundrect percent (10096) pT those costs end pa[penses fOr ihe repair and maintenanea of ihe Lot 8 Landscaping Easement Aree which arise on and after the date ten (10) years from the date of this Second Amendment, excep[ for any repair or malntenance oee&,sicatep bp the negligent acts or om3ssions of the owner of Lot 3, its agents, empinyees, invitees or guests; suCri cosis and expe:nses shall De borne entirely by tLe owner of Lot S. 17. R,p]QCetion of Lot 9 Landscaoin¢ Easement, ln the event that a private street or driveway 1s constructed upon the Lot 3 Easement Axea, put5uant to Paragraph b of me Declaration, as amended by The Fir,t Amendment, ihe Lot 3 Lenctseaping Easement shall De relocated SoutheaSteriy 20 feet so that the Northwesterly bqundary of the rel0oated easement lies on the line that w? ?e Southeasterly bounc7ery ni the Lpt S Landseapine 8asernent (°Relocated Lat 3 Landscaping Eamment Area"). Noiwithstandi»g Section 16 Sbpve, th@ party that Bxere.lSES 7iS rlghts with rESpect to the cArlStrue[10n of sLLCh s[reet or driveway shall, at its sole oosc, cavse ihe Wndscaping herm and ali other improvements and utll.tues located on the Lot 9 Landscaping Easement Area to be snovBd and relocated in a suqstan- WBS0258 11/21191 1250 60i90'd 2T97I89zT9S6 01 9Q-MI15I90-1 Q'f3IJ WONW 6Z:60 Z66S-52-fl3i tlally simllar iprm, manner and, appearance to the Relocated i,oi 3 Landscaping Eesement Area. S. Ttis SecOnd Am@nciment shall be eiFective dS of the date and yeat fSrat set tOrth apWe. 4. All of the terms and conditioas of tAe Deeleration end the First Amendment, except aa hereln modified, shall remain in full force and eiYect. ExcePt as maY be expres,lY stated herein, nothing here3n Shall be eonstnied [o he a waiver of any right, power or privilege exiscing 3n favor of elther party hereto.hefore the efiective date hereof. 5. This Seconp Amendment, she FSrst nmendment and the DeclaraUOn represent ti,e full and complete agreemenc ot the parries 1n connection with the above-described matter and shall be dinQing upon snd inure to the beneift of tbe par[ies and thelr rBSpeCtSve sucCeagors and assigns. 6. BaCh party egrees to indemn}[y, hold harmless and defend tne other party, their assigns, granrees, inviteas and suac+easors and all ai their agents, direetors, emgloyees, inviteas and olfSeers trOm ell oausas bf actioa, elaims, ciamages, demancis, expenses, fiidgments, liabillsies, or lasses, includirag but IimiYed to, reasonaple attorney few and litigation costs, relating to any Snjury to any person, loss of tiie or damage to property arising ouT of the exercise of any of the Pasements rights granted heraby. ?. in the event that eny term or provisiDn of thSs instrument is or shall De deemed to De i21ega1, inv8lid or unenforceable, the remain}ng provisions hereof shall remain in full foree antl eifect and this instrument shall be lnterpreted as ii suoh lllegat, invalftl or unenforceable provisiom do npt exist herein. 8. This Second Amendment may be executea in any numher of counterparts, each of whieA shall be deemed an originel hur all of which together shall constitute but one instrument. W850258 11/21191 1250 60i40'd Zi9GS892L9T6 OL 9Q-SDI15I'JOl QaIzi WMU 0£:60 266T-SZ-8aJ S IN WITNESS WHEREOF, [he pari9as heret0 h.8ve oau6ed thiS 3nStrUm9nt t0 b6 executed as oi tne day arK! year tirst above written. THE NORTIiM1'ESTERN b!U'fUAL LiFE INBURANCE COMPANY, a Wisoonsin corporatlan ? Hy: amaeae ?? Its: ? KRAFT EVICE, INC-, a Dela- ware r io IN6TRUA4ENT WAS PREPAR6D BY AND AFTER RECORDING SHOUI3) B£ R£'i'13RN8if 3'O: William B. Silverstefn, Fsq. RUDN1CIi bc WQLFE 203 North LaSalle Street Suite NO. 17000 Chicaga, Illinois 60801 WB50258 11/21/91 1250 5 60i801d ZL97T89ZS9i6 01 9Q-M[1SIF70"I Q-3Id WMLi 0£:60 266T-52-93=1 y se•d -aiaL . ' .,.... STATE OF WISCONSIN ; SS. COUNTY OF MILWAUKEE ) The faregoing inatrument was acknowiedged before me [his 23rg daY of ?T. 1991, bY lm1nb...A Pelton , thfl vioe prnciaent of 1be Narthwestern Mutual Life msurance Company. a Wivconsin corpora[1on, on behalf ot the corporarion. KO P?lW1C ' aaet M. My cotamLssion expirGS: M 2• ? JAri'ET M. Szt7KAL5IG NOTARY PUBLIC STATE OF WISCANSIN 6'!'ATE OF ILLINOIS ) • ? SS- CdUNTY OF COOIL ? Tke foregoing i?tru e` wes aCknowled ed befor ? me t oda?y?oi NaJr?,?r , 1991, tne Foodservice, lnc.. a Delaware corporation, on behali of che corporation. N Puhtie My cammission expires: QFFIGIAL SEAL " IJULIA A JONES NO1hR1 PGBIIi. STATf OF ILLINDIS MY M4dIS5'AN zXPRE5416194 ?...,... , WBS0256 11/21/91 1250 s c 9 60i60'd ZS9bL89zS9L6 01 9Q-SJIlSI9M Q-'13[=1 WOiLi S£:60 266L-SZ-83A 60; e??. Contract No: Project No: :IDR-Cft oF eagan Subm3ttal Date: CITY OF EAGAN SEWER & WATER PERMIT RELEASE FORM PROJECT DESCRIPTION: ?frA-r?f /`????e ?xpa+^s.?m^ Substantial Completion of Sewer 6 Water Date of Occurrence STEP I• PERMISSION TO HOOK UP SANITARY SEWER WATER MAIN _ Lines Lamped and Acceptable ? Properly Chlorinated & Flushed Deflection Mandrel Test Passed ? Entire System Pressure Tested ? Manhole Structures Properly Entire System Conductivity Tested Constructed (cstg. & cover, rings, _ All Valve Boxes Accessible, cone, 1 ft. sections, final rim straight & keyed setting, & build and invert) ? All Valves Opened or Closed as Approp. _ Infiltration Test _ Bacteria test completed SERVICES _ All Wye Locations confirmed _ All Curb Boxes Exposed, Set to Proper Grade & Marked w/Fence Post Required Service Risers Televised COMMENTS: STEP II: FULL USE PERMIT (OCCUPANCY) STORM SEWER Lines Lamped & Acceptahle ? CB Structures Properly Constructed (cstg & cover, rings, 1 ft. section, invert, final cstg. setting & build, DL-DR correctly set rings b cstg. set in full bed of mortar) ? Aprons, Dissipators & Rip Rap properly installed COMMENTS: RECOMMENDATION: I herein verify that the tests and inspections indicated above have been successfully completed. Any deviations or exceptions are described in my comments. With this considered I recommend that permission to hook up or permission for occupancy be granted as appropriate to the above indications. ? /? Signed ' Project Inspector Confirmed by: Puhlic Works Department WP5.1S&WPERM.FM STREETS Material Tests Checked & Passed (Conc. compressive strength & Air Content, Bitwn. Extact & gradation, gravel base gradation). _ Utility Structures & Lines Clear & Free of Debris & Gravel (Gate Valves keyed) ka-N, 13':?, 2?0e? C?.. 10". ,??'F. #i ? , oF eaaen 3830 PILOT KNOB ROAD 7NOMnS EchN EAGAN, MINNESOTA 55122-1697 tmya PHONE: (612) 454-8100 . DAVID K. GUSTAFSON FAX: (612) 454-8363 PnMFlh ntCREA TIM DAWIEMY THEODORE WACHiER AUGUST 27, 1991 c°"""l "e"'be`s Tl-ION.hS HEDGES City AdminisVator EUGENE VAN OVERBEKE CM Clerk MR. SCOTT LARKIN SENIOR PROJECT MANAGER OPUS CORPORATION P.O. BOX 150 MINNEAPOLIS, MN 55440 Dear Scott: Thanks for taking the time to meet us at the Kraft Foods construction site on Friday. We understand Kraft's desire to route drainage from the immediate area around the trash compactor directly into the storm sewer to prevent problems with pests. However, it is unacceptable to the City to discharge that same waste into a storm sewer that directly feeds LeMay Lake. LeMay Lake is one of six Class I lakes that the City will eventually be devoting some effort to restore, and we simply have no desire to expose the lake to any more actual or potential contaminant sources than we have to. There are at least two options for Kraft as we see it. The first is to route the drainage from the area directly into the sanitary sewer. As we discussed, this would require enclosure of the trash compactor to prevent runoff inflow to the sanitary sewer. The second option is to treat it on-site. To minimize any odor problems or solids accumulation in the on-site stormwater pond, Kraft might consider installing a septic tank with baffles which would receive and treat the drain water from the immediate vicinity of the trash compactor before the drainwater is discharged to the pond. Retention and treatment on-site will create the maximum incentive for Kraft to minimize leaks as much as possible and keep the drainwater clean. There may also be other options which would accomplish the same thing at a lower cost. iHE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNITY Equal OpportuniTy/AHirmative ACtion Employer SCOTT LARKIN PAGE 2. AUGUST 27, 1991 Thanks for your cooperation on this matter. Please call Stan at 454-8100 or me at 454-5220 if you have any questions. Sincerely, /?.. ?- Rich Brasch Water Resource Coordinator rb Stan Lexvold Senior Engineering Technician/ Construction cc: Mike Foertsch, Assistant City Engineer John Wingard, Development/Design Engineer Bill Adams, Construction Inspector Wayne Schwanz, Sewer Supervisor 0064:kraft.239 ? OPUS CORPORATION ?` DESIGNERS•CONTRACTORS - DEVFIOPERS eoo opus cen«r 9900 8ren Road East Minneronka. Minnesota 65343 (612) sas-naaa aasdo o?o o? ?E c?i VEF 2 7 90 Madmy Address V0. Box 750 Mlnneapolis, Minnesoa 56440 Fax 16121936-4529 September 25, 1991 Mr. Stan Lexvold Senior Engineering Technician City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1897 Reference: Kraft Foodservice Expansion ' 2864 Eagandale Blvd ? gagan, MN Deaz Stan: As per our telephone conversation today, Opus is proceeding with the solution of leaving the compactor out in the open on the above project in accordance with the original plan which includes installing a concrete slab under the compactor sloped to a catch basin that drains to Kraft's on-site storm water retendon pond. After reviewing and pricing several oprions, it was decided that by Kraft providing the above details, maintaining the compactor container and providing routine cleanup of the azea, that this would be a satisfactory way of solving this issue. We are also installing a strainer inside the catch basin to catch any solids that are missed during cleanup and will pipe this catch basin to the pond for on-site treatment of the stonn water or water used in their cleanup operation. Opus will complete the work at the pipe oudet into the pond in an approved manner and will sod the pond this year. As you stated, the City feels this is an acceptable solution to this issue. If you have any further commenu on this issue, please contact me immediately Thank you again for your time and assistance. Sincerely, OPUS CORPORATIO scocc B. Larlciu Senior Project Manager xc: Dick Nielsen Hank Bruestle Larry Everson , Afflliated Companies? Opus U.S. Cmpurabon, npus Architecls and Enpineors , Inc., Opus Norfh Cnqinrarion, ODus South Corpora[ion, Opus Suuthwest Corporation, Normandaln Propertles Ina, Opus Pmpertles Ina Chicago Mllwaukee - Mlnneapolls Tainpa - Punsac:la - Phoenix San Diego - Seu?tlr MEMO TO: DIANE DOiPNS, IITZLITY BILLING CLERR FROM: EDWARD RIRSCHT, SR. ENGINEERING TECH DATE: AQGUST 23, 1991 SUBJECT: Increase in REF's Due to Expansion Lots 2, 3 and 4, Block 5, Eagandale Center Znd. Park No. 1 an8 Lot 021-01 of EaganBale Center Ind. Park No. S 2864 EaqanSale Boulevard owner - Rraft American Fruit and Produce Co. I have recomputed the REF for Kraft American Fruit and Produce Co. at 2864 Eagandale Boulevard. The total REF's for 2864 Eagandale Boulevard should be 101.8 REF's instead of 64 REF's. Due to the Kraft American Fruit and Produce Co's. expansion, the total net area was increased from 10 acres to 19.27 acres and the impermeable surface was reduced from 95% to 82$. This review is based upon a site plan dated November 16, 1990. .30 acres credit was given for a small ponding area along the west service road. Edward J. irscht Sr. Engineering Tech cc: Michael P. Foertsch, EJK/jf MEMO TO: DIANE DOWN3, IITILITY BILLING CLERR FROM: ED KIRSCHTi SR. ENGINEERING TECH DATE: AIIGUST 23, 1991 SUBJECT: Increase in Streetliqht Energy Cost Lots 2, 3, 4, Block 5, EaganBale Center Industrial Park No. 1 and Lot 021-01 Eaqandale Center Industrial Park No. 8 2864 Eagandale Boulevard Owner - Braft American FTUit and Produce Co. Due to the Kraft American Fruit and Produce Co's. expansion, the total net area was increased from 12.15 acres to 19.27 acres. The energy charge should be increased to $66.48/quarter (19.27 acres times $3.45/acre/quarter equals $66.48) from approximately $41.92 per quarter. T.*?X/t? Sr. Engineering Technician cc: Michael P. Foertsch EJK/jf ., OF 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55144-1697 DHONE: (674) 454-8100 FAX:(674)454-6363 November 18, 1991 MR SCOTT LADWIG INDUSTRIAL SPRINKLER CORPORATION 2366 ROSE PLACE ST PAUL MN 55113 RE: KRAFT FOODSERVICE INC 2864 EAGANDALE BLVD L2-4, B5, EAGANDALE CENTER INDUSTRIAL PARK #1 Dear Mr. I,adwig: h10MA5 ECaAN n" DAVID K GUSTAiSON o,wELa ntOtEn TiM DAWIENiY 7HEODORE WACFrtER Couridl A"ertiters h10nVS HEDGES aH naNnsM« El1GENE VAN OVERBIXE Ctty C&k City Code requires a gate valve on both sides of the detector check. At Kraft Foodservice, the first valve was deleted; therefore if there is ever a problem with the detector check, the water to the building, including the potable water, would have to be shut off outside. If Kraft Foodservice is willing to submit a letter to the City stating they are aware of this condition, we will waive the first valve inside the building. Sincerely, , William Adams Construction Inspector (Plumbing) WA/js cc: Scott Larkin, Opus Corporation THE LONE QAK iREE...iHE SYMBOI OF STRENGiH AND GROWIH IN OUR COMMUNIiY Equal Opportunity/Afflrmative AcHon Employer r"PAABLE AoooRaNC To LEWTM ov virnwrs - ...J B" I.--w-7LL --0i d ?W-- E f)IECK VAWE fY-MSS YETI PLAN VIEW OVERHEAD CLEARANCE ? ? ? J ? ? Y ? J V ? o ; ? ? "n FLOOR ? ? SIDE VIEW IM LIEU OF THE CHECK - VALVE SHOWN ABOVE, AN ALARM CHECK VAWE MAY BE IM57qLLED APTER TNE DETECTOR CNECK METER AND BEFORE THE FIRE DEPARTMEN7 CONNECTION. RtaisraHr NIN6E ?INS ALL COPPEN A BRLRS YETER TRIY TIMN[C lRpMif' RoLPENT IM CU1tPER CLIIRFJI iEIT city of eagan ? PUBUC ? WORKS 39 DEPARTME SrteR 3?' 4? 6•? B,' ld' te' A ?B ee' 7t n' qt' ?ot B e' s' ? ?• ?• 7 C ta' so' a?' !r sr »' D ft' rI' TY tT' 17' 17' E »' ss• F i n ti a st ti s' {.- L F rF -j ?? O > NOTES' PING sEFORE METER BE CAST OR DUCTIL£ IRON p-,q i rrc, )5: Tl-7 "s va,is r?G /'fvT i? N ALL DIMENSIONS SNOWN ARE MINIMUM ALLOWABLE t) GATE YALVES SMALL !E A RESILIENT WEDGE TYPE CONFORMING TO AWWA C509'90 fTAN0ARD5. aec ?K C) DETECTOR CIIECK YAN/E EOUIPPED MITH A KSILIENT RUBBER CLAPPER YALVE SEAT MITH A iULL FLOW iATE VALVE UPSTREAM AND A CHECK VALVE OH TNE OOWNSTREAM :IDE Of TME YETER. s 0 BIWATER METER TO K r11RCMA$ED couwrga .....M q10M fll£ CITY YTILITY OEPT. FIRE LINE DETECTOR CHECK VALVE REQUIREMENTS appmved: standard ciate 0: . 2-69 115 - " do . LNDUSTRIAL SPIUIVKLER CORPORATION . OEHEM[oS A 1w1lellEbS 0. AtL iYlIS 0{ !1[[ !ROlF[LIOA STfifIMS_ FAX TRANSMISSION SHEET from: INDUSTItIAL SPRfNKLER CORPORATION 5er.47 l.?1Gr oate: 11-1SS-9 1 To: Attention_l.i. +zrtaA-m.?+ ?ax # loP???4Co1Z Number of pages being sant (inciuding this page) tf there are any prablems tn receiving this tr@nsmisSion, please call 612-633-7606 or 806-533-8901. Message: ? (???rz cr?.f ?owcr?st, Ur?sWP? - ?i? NVO'L lndustrtal Sprinkler Corporatton's fax nuaber: 612-636-0312 i 2$b6 R05E PtACE • ST. PAUI, MIhtNESpTA 33113 •(612) 693-7606 , >A7 [HANNEL ORIVE • P.O. BOX 2594 • B1SAIARCK, NpRTN DAKOTA 58502 •(70t) 258-9404 TOLI. f4lR: 1$0"33489of . lAXS 1i19.6364312 . ' 100'39Hd 6Z: 8 16, BI ftON FROM OPUS CORf,MPLS, 11,t3.1991 12a1e HO, 8 P. Z ?-- KRAF7' FQODS£RViCE, INC. One Parkway Notth, P.O. Bnx 324, Dee1GeW, IL 8pptb Mr. Scott Izrkin ppus Cocporation 80D apus Center 9900 Bren Road East Minnetonka, IvIlY 55343 02NOV91 LECQMLMD 61 • RE: Kraft Faodservice Mieneapolis Facilify Expansion - Qpus' 250CT41 I,Btter - Fixe Protection System Scott: Thts tetter wiA aerve as confirmation that KrafPs aequ(remeni for t7re protection is thaY alt work shall wmpty with Factory Mutual guidelines for Tiighly Protected Risk facilitics. We fi?uY C"ct ftt any reqqitcd equipmen[ be lncoiporated into the prajsct. Please conract me any comments, questions or nsed additioaal in{orrnation. Respecttully, --?---? Td Lamparski ? Sx. Project Managei ce: B. TioTfter C. FTrtn P. I..evin Kraft/Minneapolis Kraft Poodseivice Kwaft/Minneapolis 000' 39Fid 0E :8 16. 8I fION ??• ?i 1[EMO TO: STSVE HAN80N? ASSISTANT SUILDING OFFICIAL JIM STIIRMt CITY PLANNER JOE MERCHARe CONSTRIICTION ANALYST DALE WEGLEZTNERt FIRE DEPARTMENT BILL ARINS* ELECTRICAL INSPECTOR PUBLIC WORRS/ENGINEERING DEPARTMENT IITILITY BILLINC; CLERR FROMt DOII(i REIDt CHIEF BIIILDING OFFICIAL DATE: C!/o?3/9-1- BUBJECT: FINAL INSPECTION The Protective Inspections Department will be performing a final inspection of o on u.?- /?j9.. . A Certificate of bccupan? cy wil be issued following.our approval. 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 within five working days from the date of this notice will be considered your approval. sus.iECr: vaiuaNCE /3- 1/ f3 /z - v-yd APPLICANT: BRUCE HORNER KRAF'I'/AMERICAN LOCATION: 2864 EAGANDALE BOULEVARD (SOUTH 1/2 OF SECTION 3) EXISTING ZONIIVG: I-I (LIGHT INDUSTRIAL) DATE OF PUBLIC HEARING: DECEMBER 4, 1990 DATE OF REPORT: NOVEMBER 17, 1990 COMPILED BY: COMMiJNITY DEVELOPMENT DEPARTMENT APPLICATION SUMMARY: An application has been submitted requesting a Variance of 5% to the building lot coverage maximum in the Industria] zoning district of 35%. BACKGROUND: American Fruit and Produce Company was founded in 1932 in Minneapolis. In March 1971, the company and its 91 employees moved to a 137,000 sq. ft. facility at its cunent location in Eagan. The facility eapanded by 52,000 sq. ft. in 1975. In February 1987, American Fruit was purchased by Kraft Foods. In 1989, Kraft Foods was purchased by Phillip Morris who combined General Foods and Kraft Foods to create the company Kraft General Foods. The company has grown and developed into the largest food service distributor in Minnesota and currently employs 343 people at the Eagan facility. COMMENTS: The applicant cunently has a building footprint of 181,785 sq. ft. on 19.57 acres which is a lot coverage of approximately 21%. The applicant has acquired additional land in recent years that has resulted in the existing low lot coverage. Prior to this land acquisition of approximately seven acres, the lot coverage at the site was 34%. The Eagan facIlity is at capacity and increased competition by two major food service distributors has necessitated Kraft/American to increase its office/warehouse capacity to approximately 363,000 sq. ft. The proposed expansion will result in a building footprint of 341,000 sq. ft. which results in a lot coverage of 40%. The applicant has investigated further land acquisition of property, however adjacent land owners do not wish to sell only a portion of available lots due to concerns that the remainder would not constitute a buildable/saleable lot. Acquiring more land would mean purchasing an entire adjacent ]ot that would leave Kraft/American with much more land than needed. The applicant believes that its inability to purchase additional land in a logical fashion, due to its relationship to adjacent streets and land constitutes a unique hardship for eapansion at this site within the 35% maximum ]ot coverage requirement. The proposed expansion wi11 result in more space as well as replacement of some obsolete equipment and will be done in two phases. Phase I will occur ovez the next 2-1/2 years and will include the construction of a new cooler and freezer east of the existing facility. Once completed, the existing freezer will be removed and internal remodeling and additions to the north end of the eadsting facility and parking lot reconstruction will occur. Phase II will consist of additions to the new cooler and freezer in five to eight years. The proposed building eacpansion and subsequent parking layout will meet, or exceed, all lot area, width, yards, and height requirements. The plans calls for 120 truck parldng spaces and 277 automobile parking stalls. Kraft/American will have a maximum of 200 employees per shift. The evening and day shifts do not overlap. When completed, the applicant estimates 400 employees at the facility. If approved, this Variance shall be subject to the following: 1. Applicant and staff shall finalize an overall landscape plan which will include underground irrigation. 2. No rooftop mechanical equipment shall be visible from the street. 3. Trash and recycling containers shall be kept inside the building or in an enclosure attached to the building and constructed of similar building materials. 4. AI] other applicable Ordinances ;er= . _- - I ' iMllP $r' : l l: .. c'VR I' .?.?/.,-.p. ? rri?p =AGANDALe" 3GUL=VAna ?- i__'? a1P ? 'X ?- - - - - ? ? • "'' ?? ?T• ? ? i ?? .. . ' 1V. I ?. ' ??kf • 1 '95GY6 -'. .---. . • . - v " ,, ? - V\'i ? oE rw. m,oc • '`. i::i?•y-.;?i ? i ? . ' ' -? - I .. ?'L??°m?t;.'..'.•...?.?. ?. __ j - - P E 1 STAGE B LA ?ir F t y? i? _, - ! NEW. _ l OIfY? I 1 ` ?? .?t.• ' L. i ,. , 1'S. {. t. /?, • ' I iV1 NM.?E 1 ?. _ PHASE 0 ?--------- - i` • •? .?? ..'{t ..{?'= /!EW ;COOLBi 41= SF . ? . ?/ . ;???i•%?.'//i?//?/: . , . ;'.• i: :? /?i::i, i,!?, ? '. g PHASE I STAIGE , HlD BE IEIOJm- 1 ? ? casrnsr?? ? - -- - _ ? - - I - - i - -. ? i ? .... i •-1 ?? i NEVr PRE...?1 75,D005..r'. . ; . ___. S F I ( IAII]l STIfiIG MFA ? -- -' i ? I • ENTER rnac Twrc ? ' - - . .' - - - suL[ +.. w. j t 7? SffE L1ATA ? " u .. -w i? ?.. n •• , .?..? ..r?.: ? ....?..... ` ,.. ? ° ' ..._,.. . CONS7RUCTION LEGEND RuSE I sTACf I ? - °HU^_ ' ST.4W ? _ _xrrN:. I ? KRAFT AMERICAN -- - ,.-. _;? .,. .._. - EAGANDALE BOULEYARD .?'?- ? V ?O ?r ri ?IYI -- , \/\1 - ..? . • tr _w, , KRAFT " roooaonwi ? •d?Y? Y/-• ? vY?. AO ' I?SC?116 EAGAN , MINNE50TA _ ?- , -_ ?.,?-;•l?. ..?.e.? V-.,. .?...o ?....Y.. ? ? I PLANT LIST • . ".? , G?n? i e ?. ?.? ? . v. • .. ,.?ws " :?- - ?:.e?,.oooai :??? - ..a?.a.? ? . •? ? / ? •?YY??O?1 ? • Q • ?i .?iS ?? . . . t . ' IDFIY-GOODS •???Y? ^_ . . • ' - ? ' ?? aw?r0? ?. - j Y . , 4 I --r . ? ^ = PHl,SE•.I STAGE 0 !fW I _ -_ ' f I? GLANT LEGEND DHY? J _ _ I _ I I W I ??I?NY? ?? f IOI1 •em =. ? ?EYJ COOLFA 47SDD5F. M ? s?ppp ' ? 1r \}('? I ?C + • ? ?W??O I . PHASE G ..ee............ ? 1 - ? ? ? PHaSE i sraGE t i r- - ' G Ilp'4P 10 K 16Q'EC. __' 1.! i 1 ?OE 1 C0IRIIRICIIOH? - `?_= --- -? i '? - - i ;- ? ; G- . z` I #v `Lp I C) t ? .. .. . ? .es?.a?w.... G ?'? OAmrr Wr? COhlSTRUCTI01, L°_GENC PHlS`_ I Si46E i PHASE I STACr 1 ? rrur•wc - . ___-_ 0-11.?. ' •w?N? ` ? ??-V?? 6CLLE • ? i[ 2??'y y ---- ? - • v KRAFT wmHRmA^ ?, . _ r _ _... `-OLSEN FIRE PROTECTION INC. 321 Wilsan Street N.E. Minneapolis, MN 55473 Phone:(612) 331-3111 FAX: (612) 337-1161 ro Cl ?y Of E4(2An) v _38 3o F, Lof 4?008 ?l7. $ox ?1195 ??4a h1 nJ . I"!/) 55 I e2 1 _ WE ARE SENDING YOU O Attathed ? Under separate cover via ? Shop drawings ? Prints ? Plans ? Copy of letter ? Change order ? L[EUTEM OF DATE J09 NO. ?TTENTIO L 2 Le; fNP ftF ?T following items: ? Samples ? Specifications COPIES DATE NO. DESCRIPTION ? SK dc of wh e el)4s uV??e .,n727;?\ yV ? w 4C, ?L? C1 ^ ??\ 1 firnrld THESE ARE TRANSMITTED as checked below: ? For approval ? For your use - ? As requested ? Approved as submitted ? Approved as noted ? Returned for corrections ? For review and comment ? FOR BIDS DUE ? !! ?b ??6R ? ? Resubmit copies fo -appriovalcC?., ? Submit_copies for distribution ? Return _corrected prints 19 ? PRINTS RETURNED AFfER LOAN TO US C -P, /" Li`nIC?S A j" Y h D COPY TO SIGNED? ?! N'? ?,a?/? CUSTQ'?V1ER COPY 1f enelosuree aro net as noeed, kindrr notiry m at once. ??S?a oa? a5 MEMO TO: DIANE DOWNS, UTILITY BILLING CLERK FROM: ED KIRSCHT, 5R. ENGINEERING TECHNICIAN DATE: JANUARY 20, 1993 SUBJECT: ELIMINATE REF BILLING FOR PENSKE TRUCK RENTAL & LEASING 2864 EAGANDALE BOULEVARD I am requesting your department to stop the REF billing for Penske Truck Rental and Leasing. Penske Truck Rental and Leasing is renting space from American Kraft Foods and does not own property in Eagan. The small building and parking area they are renting from Kraft American is covered under the REF's 6eing biiled to Kraft American Foods located at 2864 Eagandale Boulevard. Ed Kirscht cc: Mike Foertsch Jerry Wobscfiali Bob Carr-Penske EJK/je ? - city of eagan TO: PAT GEAGAN, CHIEF OF POUCS JON HOHEN5TEIN, ASSISTANT TO THE CITY AOMINISTRATOR DALE WEGI,EiTNER, FIRE MARSNAL ELECTRICALINSPECTOR PUBLIC WORKSlENGINEERING/UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICN BRASCH, WATER RESaURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SC1i0EPPNER, SENIOR INSPECTOR DATE: .CF - ((1- c17 MEMO _z/ Zy Z - S- ?A6io.vDr/,LE GENTQC. ' i%VD, PA2fC ? / SUBJECT: PIAN REVIEW 42.41.yN7- ?vD$cQ?ic? - GvNCSfw?vd?.r A-fjbn The _preliminary ?eonstructionplansfor 286 Z{ ??4fiA/DR'4c 8441D .9.¢2K1.Y5 FcPrrN. are in aur plan review sectian for your review and comment. R?u.n.rj*e -.L[ . K? Please notify the Protective Inspections Divisian ii you have any reason that these plans should nat be approved and resolve arry problems with the affeGed partes. If you are requesting that issuance of the building pertnit be held, please fill out the proper "haid" request fortn. CommeMS: Indicate any fees that are to be colleded with the building pertnit ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No landscape security required water quality dedicatlon park dedication trail dedication tree dedipdan Signature Amount Date pl»rav.iew ZONING ?: -1 -s MEWED 10 SUBJECT TO FIN L INSPECTION ? ,AND ANY CHAN NOTED FIRB HARSHAt, DIYISIOM 0 srar6 oF euNC+ESarA :CONTACT LOCAL FIRE AUTHORIT ' DEPAF'IFENT qp pUgLIC SAFETT pRIOR TO: PROJECT START. Harket House MIN OTA STATE FIRE MARSHAL 269 EasL Fitth 5treet St. Paul, MI 55101 612-296-7641 , ?- s?.?? • FLAM{ABLB AND COFBUSTIHG6 LIQUIDS Date: PU1N AEVZEY CUIOELIHB Pleasa till in the tollowing informatioa completely. Where not aDpllcaDle mark NA. Incamylete intormatlon will reault in the plans being returned. ?or: ComDany AQdrea9 , . • Date - / ? ?? -7 :_ t-r«J ?' i ctcy ? ?G a? -,,? IL1 vi - Contace ?oe. +zle_ :a:ta Info: 51so t t? X2 x c'S 3 Capaeity E Z?C;?c? <.? ?a, (?? i>•:,C? a.? , . ty ---o Product ? I ?? • ?' L- b-L'" -- Conatrvetios 0Cl? S qulyaent: SubaeraibW!_?tloe Piytng(mateeial) - ???2?ua•.??-ecV (? 1#Nv06?-S Tyya: lPull 3ervQ?3elt Seeris ?' v UQ r??' orroaloa: 3o11 Yype-L) -14- ?est EquiDment 0 CM rotectioo: iYpo ltnodes Installed, ?ank /J A` Yipina 17 1?7?1 ncsI uj< All material auDoitted ahall bt legible and in duplicate. 2nclude plot p2an of property atsoatns location of adjacent streeta, hi DuilCings, aurface wtera; and other gertinent immedlate aurroundirtga. fPLCUIDB i/Od/85 r .V` - All plaoa submitted must shoy at least the folloWing information when applica- Dle. Check each item below that appe ara on the plan or mark NA if not appli- , cable. 0 Cive measurements from tanks and d ispensers to: Property. Llnes, Buildings, Drivexays, Surface Yaters, Self-Se rve Attendant Location. Yes N/A Yes N/A (1X ( ) Scale (? O Yent Pipe Termination Height (?? () Property Lines (64 () Vent Pipe Size (vT ( ) Building(a) (V? ( ) PSping Layout C?') O Tank Slze ( gallons ) (N? O Location of Diepensers (?7 ( ) Tank Size (dimensions) ( ) (1.4 Waterways (?3 ( 3 Product in iank Dispenser Protection ?() Tank Hury Deptti (?( ) Signs: No Smoking-Shut off Notor. ?' Ninimum age for self-serve 44 ( 7 Concrete Tdickness 76 years old Over Tank (?? () Tank Fill Opening (?1 () Fire Extinguisher fAj tXtStjNe «.QI k1G V) () Drivewaya () f.4"Selt-Serve Attendant Locatioa (?f ( ) Emerger.cy Controls ? ( ) Oaderground Tank Locations & Clearances BY:_ companr: -T Address• I84o CitY. State. Zip: RoA-+ e, s MdA Phone: RF?IAAKS : klc jg??? P"' x ? ' ?-??? City of Eaian 3830 Pilot Knob Road Eagan MN 55122 ; U-; ? ? ?, L\V? I ?`1 u Phone: (651) 675-5675 Fax: (651) 675-5694 J'1 d 2009 MECHANICAL PERMIT Date: `' / " 09 Site zg6 y Gz o i---- --, ? ? Permit #: ? I ? PertnttFee:7-26",5_.(-) ? I ? I Date Received: ? i ? I Staif: ? I______________' APPLICATION Tenant: US -Ff?f52f ??C ? J Suite #: Name: U( &eS Vc L a- Phone: 76- 3- SS 7' Z3?6 RESIDENT / OWNER Address / City / Zip: ?,6 ?S S y j? /j''`e Naf41n ? ,t ?, Name:rfo?V-aOJ ?i^!- License#:MP-A CONTRACTOR - - ? Address: l i ? V ? /\7 City: Yte+„-, ?,? e_ State: rt^N Zip: Phone:ContactPerson ,/A.U1U?u-L4- TYPEOFWORK -New _Replacement _Additional _Alteration ? Demolition Descnption bf work: NOTE: BotB roof mounted and giourid mounted mechanical equrpment is`requlred }o ' pector or one of the; r fhe Mechanlca! Ins be screened by City Gode }P,lease contact r ? ? , u Planners fofiriforma(iori on' rmJtted'screeriin inethods. RES/DENTIAL COMMERCIAL PERMIT TYPE Interior Improvement New Constmction _ Furnace _ Air Conditioner _ Install Piping _ Processed _ Air Exchanger Gas _ Ex[erior HVAC Unit nder Above ground Tank L Install /Remove) Heat Pump R ti b i re ns c on y _ n installing/removing tank(s), call tor Olhei Marshal and Plum6ing Inspector RESIDENTIAL FEES: $50.50 Minimum Add-on or alteration to an existing unit (includes $.SO State Surcharge) $90.50 FIf2 rep8lf (replace burned out appliances, duciwork, etc.) (includes $.50 State Surcharge) $ TOTALFEE COMMERCIAL FEES: $70.50 Underground tank iiistaliationiremoval OR Contract Value $ x 1% $50.50 Minimum (includes State Surcharge) Permit Fee - If Permi Fee is less than $1,000, surcharge is $.50. - If Permit Fee is >$1,000, surcharge increases by $.50 for each =$ State SUfCharge $1,000 Pertnit Fee (i.e. a$1,001-$2,000 Permit Fee requires a$1.00 surcharge). $ TOTAL FEE 1 hereby acknowledge Mat this intormation is complete and accurate; that the xrork wlll be in co e wrtn me ommances ana cooes oi me C ny oi ?ydri, ii?ai I understand Ihis is not a perm@, but only an application for a permit, and work is not to s[art ? out a pe it; thai lhe work will be in accordance with the approved plan in lhe case of xrork which requires a review and apprwal of plans. X D c,- J; c? 12, Sr, c, r-?- e....u.s..Pe o.i..md IJ....e L .anYe Siena?TUr. g?M4? BPECIAL INS:'BCTION AND T88TING SCSEDOLB ? (TO be uua&`L ; ii"Yacordance aith the "Cuidelines for Special Inapection and Teatinq") PROJECT HAHB Kraft/American PROJECT NO. LOCATION -2568 .EaQandal.e Boulevard (1 ? ZSEy Eaean, MN 55121 PERMIT NO. iys2 SPECIAL IASPSCTiON Remenvr.s nt) v532, Type of Report Aseigned e s r tion 2 Firm 3 Fre enc Firm 4 Soils Dail Prior to Castin Fdn. SI Monthl G.M.E. 306 1 ;Concrete each Pour SI Monthl us Co oration 306 5 :k7eldin /Periodic Ins ection SI Monthl G.M.E. TRRTTN[3 R[_}fRIfIR.F. - :Concrete linders er S c. T.A. Monthl G.M.E. 306 5. Weldin Periodic Insection T.A. Monthl G.M.E. Noteas This echedule to be filled out and included in the project specification. Information unaval.lable at that time to be filled out when applying for a building permit. (l) Permit No. to be provided by the 8uilding Official. (2) Uee deacripCione per U.B.C. Section 306. (3) Spacial InspBCtor, Teeting Agent or Fabricator. (4) Firm contracted to perform eervices. Each appropriate representative must aign below: Owner: - ? Firm: Date: contractoz: Firm: (?IL?OX-RT«1 Opf.t5 Date: df/ Azchitects ,( ^ 4 ? Date: ? SER: Firm: '40t ? Date: " SI' Firm: Ca/h r- Date: * SIs Firm: Date: TA: ?y}c (yVMW? Firm: ? Uate: ?f( TA: _ Firm: Date: F: Firm: Date: F= Firm: •Date: * The individual namee of all proepective epecisl inspectora and the work they intend to observe muat Ife ideniified on the reverse afde of this form. ?.egend: SSR ? StruCtural Engineer of ReCOrd SI = Special Inspactoz TA s Teating Aqent F= Fabricator Accepted for the Building Department By ?Jo£`4QZCH4K,COWIT-ANAI"6TDate: S'Z3V11 ?ti f? Ser1a1 #(4 g n y 3 o Sv g cnip #__ OLt 4 SL q Permit # I Address:_ 1 AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES Signature: Pi 67? . CITY OF EAGAN OFFICE INFORMATION MEMO TO DAT TIME ?o 4 ?i? ?I FROM OF ?}A JD C4- PHONE NO. RECEIVED BY H Was here to 56e you WIII Call egaln Pleasa call Raturnetl your call ACTION REMARKS/MESSA?iJ R Revlew antl commant l?. 6 ?? \ or my sig. Reply intl Sentl me Copy For youl apprOVal For yoUr Informatlon For slgnature As we tllscussetl A5 you requestad Tak88pplopYlLteaCtlon - ? Noti/y stafi FILE Q OISPOSE ? OVER PHOTOCOPV: ONE SIDE ONLV COLLATE NO.Oi COPIES H HEAO TO HEAD STAPLE DATE NEEDED NEAD TO FOOT (Other) TYPING: fiOUGH DRAFT RUSH DATENEEDED SINGLESPACE FINALCOPV DOUBLESPACE CAHBONS- , • ? OPUS CORPORHTION DE5IGNERSQUILDERS+DEWELOPERS 800 OPUS CENTER 9900 BREN ROAP EAST MINNETONKA,MINNESOTA 55343 To: Ci#y of Eagan 3830 Pitot Knob Road Eagan, Mn 55121 rchak k'e are sending you X Capy _ Shop Drawings MAILlNG ADCP.ESS: P..D. BOX 150 MINNEAPOLIS, MINNESOTA 55440 TRANSMITTAL Date: 6/12191 Job # 102$.00 Re: Kraf# Faodservice Expansion 2864 Eagandale Bivd Ea4gL.Mn551 21 X pttached _ Under Separate Cover VI A delivery, the follnwing : _ Rrints - Plans _ Change Order _ Sepias _ Samples _ Specifinations SHEET N0. NO.OF COPIES DATED DESCRIPTIOM 5 of 5 1 6l7191 Proposed Declaration of Easement revision between N M L and I(raft Foods that covers the 60' setback for unli mited erea - er the buildin codes Prepared by : KrefYS ett01'f18y THESE ARE TRANSMITTED: _ For Approvai _ Approved ?{ For Your Use _ Approwed As Na4ed _ As Requested _ No# Approved _ For Your Informa#ion - For Bids Due X For Review and Comment A.S.A.P. Notes: NML has agreed that #his proposed lanquage is scceptable, so they will be fi nalizi ng the document and recording as eppropriate cc: Mr. Ted Lamparski - Kraft (transmittal oniy) Mr. Clale Hu6er - NML {transmittal oniy} Yaurs truly, OPUS CORPORATION SCOTT LARKIN Senior Projec# Manager ....?..'.:?,.:_ _ p; ?' `' : J«rl 01•RUUIYWn a wULrc 1 o- rai I i•DINM I Un?LOhuu? oicyaoqocn?r c SECOND AMENDMENT TO DECLARATION OF EASEMEN? 'i'his Seeond Amendment is made anQ entered into as of the day of , 1991, by THE NORTHWSSTSBN MUTIIAL LIFH INSIIRANCB COMPANY, a' Wiseonsln corporatlon (herein caued ^NML") and KRAFT FOODSEBVICB. INC., a Del- aware eorporation (herein caiied '#xraitN). HIT1E55,aF?.9 IHA,T: WTiEREn3, NML and Ameriean Fruit and Produce Company, a INinnesoca corporaLion (herqin ealled "AmorScaa Ysuit") have er?tered into a ccrtain Decleratioa of Easement dated Apri] 23, 1987, filed Aprii 28, 1987, sa Doeument No. 184883 in the Oifice of the Registrar of Titles in snd for Dakota County, Minnesota (herein called the "Aeclararion^); WHEBSAS, the Declaration was modified by the First Amendment to the Deelar- ation of Easemeot by and between NML and American Fruit dated November 80, 19880 fiied as Document No. 211919 in the Uffice of the Registrar of Titles in and !oe Dakota County, Minnesota (herein called the "First Amendment°); Wl3EREAS, American Fruit and Kreit are whollyrowned suhsidiaries of a common corporate parent; WHSREAS, through certain tiue transiers Kraft now holds title to the property whieh 1s subjeet to the Declaration and the First Amendment; cion: WHEREAS, NML and Y{raft desire to modiiy the First Amendment end Deelara- NOW, THEREFORE, tor good and valusble consideration, the PeCeipt and Suffi- ciency of which are hereby acknowledged, NML and Kraft hereby agree as followss Paragraph 4 of the Deelaration, as amended by the First Amendment, 7s hereby amended by the following which shall be resd in coqjunetion with said amended Paragraph 4: A. Notwithstandinp anyching contained fn the Deelaration or me First Anaendment to the contrary. NML shs11 not have the right to fiie the Lot S Amendmeni, aa defined in the First Amendment, without the expres9 wr3tten coasent of the owner of record of the Southerly Portion WBS0258 06/07/81 1940 StNI tlY:HUUNIGK & WOLFE i 6- 7-81 i 1:52Pb ? GHiGAOU" 612938452UA 3 of Lot 2, es defined in the First Amendment, which is burdened aad bene- titad by tha Lut Z Amendmeat; 2. B. Notwithstanding anything conteined in the Declaration or iha First Amendment co the contrary, ia no event sha11: (i) Paragraph 4 01 the Declaration, as amended by che First Amendment; or (Si) the Lot 2 Amendment be construed to graat to NML the right to expand, alter, or aifect in any way whatqoever, the South Lot 2 Easement Area, as deiined in the First Amendment, without the prior express wrltten eon4ent of the owner of record of tha Southerly Portion of Lot 2; and C. Notwithstandtng anything contained in the Declsration or the First Amendment to the oontrary. NML,s righs to expand the i.ot 3 Easement Ares, as deffned in the First Amendment end pursuant to its rights under the Iqt 2 Amendmellt, shell 68 limited to the extetlt that SL does not interiere,iniringe,impair or burden the Relocated Lot S Land- seaping Easement Area, as hereinafter defined. The followiqg peragraph,q shall be inserted lnto the Deelaratlan and shall constituce new peragrapbs therein: A. Landscaping Easement Hurdenin¢ Lot 8. That portioq of Lot 3, as defined in the Ffrst Amendment, as follows, to-wlt: A fltseen (15) ioot strip along the Northwesteriy boundary of Lot s, of approximately 759 reet, the Soutdwesterly bound- ary o[ which strip is the Northerly right-oS-way line of Waat Service Road and the Nor[heasterly bouadary of whicA strip Ls e line perpendieuler to the Northwesterly bOUnCary of Lnt 3 drawn through a point ]ocated 726.00 feet Southwest- erly of the Northeasterly corner of Lot two (2), Block One (1), Eagendale Center tndustrial Parlc No. 8, (hereln ealled °LOt 211) as measured along the Narthwesteriy boundary of Lot 3 and the Southwesterly boundary of Lot 2; ? CT shall be subjeot to a perpetusl easemant (herefn called the ^Lot 8 Land- scaping Easement), su6,jeet to Pari C of this Paragraph, below, for the purpose of eonstructing, prepaMng, maintaining and inepecting a land- scaping berm 2ocated on ihe Northwesterly boundary of Loc S. This Lot 8 Lend9eaping Easement shall be ior the appurcenant beaetit of the South- erly Portlon of Lot 2. Further, chls Lot 3 Landscaping $asement is hereby dedicated to the benefit of Krafc or the addit on ouroose o . WBS0258 06/07/91 1340 2 B. Maintenance Eesement Burdening Lot S. A poruon of Lot 8 shall be subject to an easement which shaA be five (b) feet in width and run along the entire Southeasterly houndary of the Lot S Landseapine Eusement of approximately 738 Leet, regardless of sny relocarion of the Qciri oi•rtuUlYlUn 8 WULrC , 0- 7-yl f 1•00OM i 4,n1UAUV? OlZ4404]L494 4 Lot 3 Landscaping 8asement, pursuant to Part C beiow (herein called the "I.ot 3 Maintenance Easement^), far the purposes of maintainioe, repair- ing and inepeoting the foregofng tandscaping berm locateC on the North- westerly portion of Lot 9. The Lot S Meintenance Easement ahall be for th8 appurtenent benefit of the 5outherly Portioa of Lot 2 and shall termi- nata sixty (60) days after written notice to the owner of record of the Southerly portion o! Lot 2 from any future purcheser or trensieree from NML oNy of fee t1t1e to Lot 3. C. Ralocation of Lot 3 LandseaolIX Easement. Yn tAe eveqt that a private screec or driveway fs constructed upon the Loc 3 Easemenc Area, pursuant to Paragraph 5 of the Deelaration, as amended by the First Amendment, the Lot S Landscaping Eesement shaA be reineated South- PaCterly 20 feet so that the Northwesterly bor.u?d&ry of the reloeated ease- meat lies on the Iine that was the Southeasterly boundary of tha Lot S Letldscaping Ear,ement ("Reloeated Lot 9 Landseaping Fasement Arpa"). Furthermore, the party that exercises its rights with respect to the eon- struction ei sueh streat or driveway ahell, at its sole cost, cause the land- scaping berm snd all other improvements and ucilities located on the Lot 5 Landscaping Easement Area to be moveG and reloeated in a substan- tially slmilar form, manner and appearance to the Relocated Lot S Land- scapfng Easement Area. 3. Ttils Second Amendmens shall be etiective as of the date and year first set lorth above. 4. All of the terms and condition9 of the Declaraiion and the First Amend- ment, except as herein moditied, shall remain 3n fuil force ancl eiieet. Exeept as may be expcessly stated herein, nothing herein shatl be eon- strued to be a waiver of any rfght, power or privUege exfsting in favar of either party hereto belore the effective date hereoi. 5. Th1s 5eCOnd Amendment, the First Amendment and the Declararion rep- resent the iull and eomplete agreement o1 the partieg in connection with the aboverdeacribed matter and shail be b9ndinB upon and inure to the beaetit of the parties and their respective sucQeasors and assign4. 6. Eaeh party egrees to indemnify, hold harmiess and detend the other party, cheir assigns, grantees, invitees and sueeessors end all o[ their agencs, directors, empioyees, invitees and officers from all eeuses of action, clafms, damages, demand9, expenses, judgmenrs, liabilities, or losses, ineluding but Iimited to, reasonable attoraey ieas and litigatiou costs, relating to any injury to any persob, loss of life or damape [o property arising out of the exercise of any of the eesaments rights granted hereby. wsS0258 06/07/91 1340 , oi•RUUJ41WR B WVLrC ? n- rai i 1•?JNM f Un1tNUV" 0124J040241A D 7• In the event that any term or provLaton of this instntment is or shaU be deemed to be illegal, lnvalid or unenforceahle, the remairAing provisions hereoi shall remain in full force and etfect and thls lnatrumeat shaU be Snterpreted as if such illeBal, invelid or unenforceable provisions do not e7dst herefn. 9. This Seeond Amendment may be executed 1n any numher ot eounterparts, each of which shaU be deemed an original but all oi which together shaU constitute but one instrument. iN iVI'TNESS WHEREOF, tha parries hereto have caused thfs instrument to be executed as oi the day antl year first above written. Hy: THE NORTHWH5rEBN MIITUAL Ll'FE INSURANCE CaMPANY, 8 WL4consin corporation ItS: KRwFT FOODSSRVICE, INC., a De1a- ware corporation Sy: Its: INST$UMBNT WA3 P$HPARBD BY AND AFTER BECORDIN4 SHOULD BE RBTURNED ?O: Willlam B. Silverstein. Esq. RUDNICK dc WOLFE 203 North LaSaue 5treet Suite NO, 17000 Ctaicago, iliinois 60601 WBS0258 08/07/91 1340 4 ., 0=11 or.rtwn11in d WULrC 1 o- 4-41 1 ii*3NM i Gn1GXtlU? 61LtlJ64?LtliA o STATH OF WISCONSIN ) ) SS. COUN7'Y OF MiLWAUKEE ) The Sore$oing instrument was aeknowledged bafore me this day oi , 1991, by , the of 'Itie Northwestern Mutual 7.ite lnsvranee Company, a Wlsconsin corporacion, on behali of the corporation. NOtary Pulilic My commisslon expires: STATE OF ILLIN,OLS ) ) SS. COIINTY OF COOX ) The foregoing lnstrument was acknowledged before me this day of , 19910 by , the oi Kratt Foodservice, Ine., a Deiaware corporation, on behalf oi the corporation. Notary Public My cammfssion expires: WHS0268 06/07/91 1340 3 OPUS ARCHITECTS & ENGINEERS, INC. Proiecc - *A.*" P"At ? Date f/"/?y • OHices in Minneapolis • Chicago• PFqenix • San Diego • Tampa By ?w?? Sheet _Lof kra I04esle 1r M.AMli 0V6 J?fl7f L/1i? 4q?GfI/ X???,? , 49oe,E 6v003y dc69 !d -r . oy . /77 4va<i. *A,a4 ,?.zp7 96 x . /o - 310 OirPA.d&'O~ /oo,z 96 k , Xe ° 20e x . Zo • $ 4i:?«?./6'/O.J f?' ? -r . so = ?y3 .Pes P ?73z 7 ar . c?gA ? 36 A X U - U/V?4YAt?uv?f?tE 6t/ //= gV96 x ..Z3 3Y/11 .r:.C? ,rz9y ??F ,s /sr ?yI .?riy °?r'? ep.Or.r Q??.,..6i1, •? OPUS ARCHITECTS & ENGINEERS, INC. Pro?ect iEe&Af P,4S.g Date t*A s. ORiceS in Minneapolis • Chicago • Phoenix • San Diego • Tampa B4 Ad& Sheet Z of _..P Dock W41ls A:-Fl.r NsAL/ 4,04 / /nsa1qd.e0 J9 "' ?reus A•% 04'r wpu, (? cy) ? ? ., ? ? AF .i? 'ti ? /..1j . i(tr u:/? ,oy -- , i7 1 .? .d .: `i.0? ?wsaa/ io' A.; i'Y... .d7; - ir .4.: .jr s './ <. r e ..f,.r:.- 0. /J ._ •11epo ..F • ?P .?: F. %. . 9? . /D Ue . ?o ?_ OPUS ARCHITECTS & ENGINEERS, INC. Pmiecc ?f'rd??pL?a ' Oate Offices in Minneapolis • Chicago • Phoenix. $an Diego - Tampa BY rl?? Sheet ? afJ_ QH ?' /V/N 6%??.a U= . ?40 'OOKa ve As'- F'/,.. ?P.vl,•,,,' /Ils?/s ?... AA it 4;: R .i? .1? .?- fP:12. /l . OyS*r.Ojoe ? OPUS CORPORATION ? oESicNERScoNrAncroas•oEVELaPERs eaa opus ceoter 9900 Bren Aoad East Minnetonka, Mlnnesota 55343 (612) 9 3 6-4444 Mailing Address P0. Box 150 Minneapolis, Minnesota 55440 Fax1612) 936-4529 March 20, 1992 Joe Merchak City of Eagan 3830 Pilot Knob Road Eagan, MN 55121 RE: Kraft Food Service Phase II Phased Occupancy Request Dear Joe: Per our previous conversation, Opus Corporauon would like to request the City of Eagan to issue two occupancy certificates for the Kraft Food Service Phase II project. We would like to obtain the first occupancy certificate no later than 7une 1, 1992, and the second occupancy certificate no later than 7une 30, 1992. I have enclosed plan A1.2 indicating the porrions of the project for occupancy on June 1, 1992 and 7une 30, 1992. Please indicate if the above outlined request is acceptable. If you have any additional comments or questions, please contact me. Sincerely, OPUS CORPORATION Gary Gleason, P.E. Project Manager GG/dh Attachment: Opus Cotporation Plan A1.2 (modified indicating occupancy dates) cc: Hank Bruestle (w/Attachment) Bruce Horner (w/Attacbment) Jim Hunter (w/Attachment) Ted Lamparski (w/Attachment) Dick Neilsen (w/Attachment) AffillatedCompanies. Austin - Chlcago • Dallas • Denver - Housmo - Mllwaukee - Minoeapolls - Tampa - Pensacola • Phoenix - San Diego , Seattle CITY OF EAGAN 41,.1, i!a ..Y OFFICE INFORMATION MEMO TI SU 1 LDf N(1 DATE TIME s 3- 2 3-2 FROM OF PHONE NO. RECEIVED BY: H Was here to see you Will call again Please call Returnetl your call ACTION eview antl see me Feview and comment Prepare reply for my sig. Reply and send me copy Foryourapprovel For your iniormalion Forsignature As we tliscussed As you requestetl Take apProprlate action FeWm FILE F-I DISTRIBUTE MY CoNGERNS tvoULD BE AN oPERA -PaNAL 47tp-E- Su/:ReSSian/ ?YSTEYN c?' ?A/N7R1N/Nl? GLE4R F-x/ T P.477-lS TK,Po uUU eONSrQ uc.-n oN A P(.E-As E C1 RCU l.Ain o E NIS. R ONE SIDE ONLY COILATE NO. OF COPIES H HEAD TO HEAD H STAPLE DAiE NEEOED ? I HEAD TO FOOT (Other) TYPING: F-I ROUGH ORAFT RUSH DATE NEEDED SINGLE SPACE FINAL COPY DOUBLESPACE CAR80NS KRAFT,, ```???J KRAFT FOODSERVICE, INC. One Parkway North, P.O. Box 324, Deerfield, IL 60015 Mr. Joe Merchak City of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 25FEB92 VIA TELECOPY TO 612-681-4625 RE: Kraft Foodservice Inc. (formerly American Fruit and Produce) - Second Amendment to Declaration of Easement Dear Mr. Merchak: As per our conversation of this morning, attached you will find a copy of the above mentioned document. This document defines the required 60' set back. Two orignals were previously sent to Ed Kirscht of the Ciry of Eagan. Please contact me at 708-405-8814 if you have any quesdons or need any additional information. Your help in this matter is appreciated. Respectfully, r i? . r- C?cc Ted L.amparski Sr. Project Manager attachments: 26DEC92 Letter of Transmittal to Ed Kirscht from Northwestern Mutual Life. Fully executed "Second Amendment of Declaration of Easement", dated 25NOV91. cc letter only: Gary Gleason Opus SENT 'aY:HRAFT/LAW/Glenview ; 2-19-92 ; 2!35PM : KRAFTLAW NORTHFIELD- 708 405 8106:9 3 $Ui[e 1990 8400 Normandale Lake Boukvard Bloomington, Minnesota 55437 Telephone: 612-921-2100 REAL ESTATE lNVES7MENT OFFICE December 26, 1991 Mr. Ed KirsCht Ciry of Eagan 3830 Pilot Knob Road Eagan, Minnesata 55122-1897 RE: lRE-330105 Lots 2& 3, Block 1, 8th Additton Eagandale Center lndustria! Park Kraft/American Expansion Dear Mr. Kirscht: 1... - 2 l99Z Per your telephone request, I am enclosing two fufly executed "Second Amendment to Declaration of Easement". The enclosed pertain to Kraft's recent expansion in the Eagandale Industrial Park. I am forwarding these to you as you indicated that your attorney wanted to review and record the final documents. Would you return to our otrice one recorded copy with che recording data thereon. Thank you. Yours truly, Dale E. Huber Regional Manager DEH/te - EncloSUre THE NpRTHWfSTERN Ml1TUAL LIFE INSURANCE COMPANY•Milwaukee V?rthv?r?tern utua em ._______..T.. .__-......__..._. _.. S SECOND AMENDMENT TO DECLARATION OF EASEMENT T' Second E.mendment is made and entered into as of the W?"' day of ?t`-t?-?, 1991, by THE NORTHWESTERN MUTUAL LIFE INSURANCE COMPANY, a Wisconsin corporation (herein called "NML") and KRAFT FOODSERVICE, INC., a Delaware corporation (herein called "Kraft"). WITNESSETH T H A T: WHEREAS, NML and American Fruit and Produce Company, a Minnesota corporation (herein called "American Fruit") have entered into a certain Declaration of Easement dated April 23, 1987, filed April 28, 1987, as Document No. 184883 in the Office of the Registrar of Titles in and for Dakota County, Minnesota (herein called the "Declaration"); WHEREAS, the Deelaration was modified by the First Amendment to the Declaration of Easement by and between NML and American Fruit dated November 30, 1988, filed as Document No. 211913 in the Office of the Registrar of Titles in and for Dakota County, Minnesota (herein called the "First Amendment"); WHEREAS, American Fruit and Kraft are whollyrowned subsidiaries of a common corporate parent; WHEREAS, through certain title transfers Kraft now holds title to the property which is subject to the Declaration and the First Amendment; WHEREAS, NML and Kraft desire to modify the First Amendment and Declaration; NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, NML and Kraft hereby agree as follows: i. Paragraph 4 of the Declaration, as amended by the First Amendment, is hereby amended by the following which shall be read in conjunction with said ameoded Paragraph 4: A. Notwithstanding anything contained in the Declaration or the First Amendment to the contrary, NML shall not have the right to file the Lot 2 Amendment, as defined in the First Amendment, without the express written consent of the owner of record of the Southerly Portion of Lot 2, as defined in the First Amendment, which is burdened and benefited by the Lot 2 Amendment; WBS0258 11/21/91 1250 B. Notwithstanding anything contained in the DeClaration or the First Amendment to the contrary, in no event shall: (i) Paragraph 4 of the Declaration, as amended by the First Amendment; or (ri) the Lot 2 Amendment be construed to grant to NML the right to expand, alter, or affect in any way whatsoever, the South Lot 2 Easement Area, as defined i:; the First Amendment, without the prior express written consent of the owner of record of the 5outherly Portion of Lot 2; and C. Notwithstanding anything contained in the Declaration or the First Amendment to the contrary, NML's right to expand the Lot 3 Easement Area, as defined in the First Amendment and pursuant to its rights under the Lot 2 Amendment, shall be limited to the extent that it does not interfere, infringe, impair or burden the Relocated Lot 3 Landscaping Easement Area, as hereinafter defined. 2. The following paragraphs shall be inserted into the Declaration and shall constitute new paragraphs therein: 14. Landscaping Easement Burdening Lot 3. That portion of Lot 3, as defined in the First Amendment, as foliows, to-wit: A fifteen (15) foot strip along the Northwesterly boundary of Lot 3, of approximately 756 feet, the Southwesterly boundary of which strip is the Northerly right-of-way line of West Service Road and the Northeasterly boundary of which strip is a line perpendicular to the Northwesterly boundary of Lot 3 drawn through a point located 726.00 feet Southwesterly of the Northeasterly corner of Lot two (2), Block One (1), Eagandale Center Industrial Park No. 8, (herein called "Lot 2") as measured along the Northwesterly boundary of Lot 3 and the Southwesterly boundary of Lot 2; ("Lot 3 Landscaping Easement Area") shall be subject to a perpetuai easement (herein calied the "Lot 3 Landscaping Easement), subject to Part C of this Paragraph, below, for the purpose of constructing, preparing, maintaining and inspecting a landseaping berm ("Landscaping Berm") located on the Northwesterly boundary of Lot 3. This Lot 3 Landscaping Easement and its improvements shall be for the appurtenant benefit of the Southerly Portion of Lot 2. Further, this Lot 3 Landscaping Easement is hereby dedicated to the benefit of Kraft for the additional purpose of fulfilling, satisfying and complying with "Allowable Area Increases" of Sec[ion 506(b) of the current and applicable building code governing the Southerly Portion of Lot 2 Property. 15. Maintenance Easement BurdeninQ Lot 3. A portion of Lot 3 shall be subject to an easement which shall be five (5) feet in width and run along the entire Southeasterly boundary of the Lot 3 WBS0258 11/21/91 1250 Landscaping Easement of approximately 756 feet ("Lot 3 Maintenance Easement Area"), regardless of any relocation of the Lot 3 Landscaping Easement, pursuant to Part C below (herein called the "LOt 3 Maintenance Easement"), for the purposes of maintaining, repairing and inspecting the foregoing landscaping berm located on the Northwesterly portion of Lot 3. The Lot 3 Maintenance Easement shall be for the appurtenant benefit of the Southerly Portion of Lot 2 and shall termi- nate sixty (60) days after writtPn notice to the owner of record of the Southerly portion of Lot 2 from any future purchaser or transferee from NML only of fee title to Lot 3. 16. Maintenance of Lot 3 Landscaping Easement Area and Lot 3 Maintenance Easement Area. Subject to such Section 17 below, the owner of record of the Southerly Portion of Lot 2, at its sole cost and expense, shail reasonably maintain and reasonably keep the landscaping and vegetation on the Lot 3 Landscaping Easement Area and the Lot 3 Maintenance Easement Area in a condition consistent with the landscaping and vegetation of the Southerly Portion of Lot 2 and Lot 3 to the extent of natural growth and normal wear and tear ("Maintenance Obligation,,) until the earlier of the following occurs: (x) a period of ten (10) years from the date of this Second Amendment; or (y) the Landscaping Berm no longer exists on the Lot 3 Landscaping Easement Area; provided that the Maintenance Obligation shall not include maintenance or repair for the negligent or willful acts or omissions of the owner of Lot 3, its agents, employees, invitees or guests or of third parties. The owner of the Southerly Portion of Lot 2 and the owner of Lot 3 shall each pay fifty (50%) percent of those costs and expenses for the repair and maintenance of the Lot 3 Maintenance Easement Area and the owner of the Southerly Portion of Lot 2 shall pay one hundred percent (100%) of those costs and expenses for the repair and maintenance of the Lot 3 Landscaping Easement Area which arise on and after the date ten (10) years from the date of this Second Amendment, except for any repair or maintenance necessitated by the negligent acts or omissions of the owner of Lot 3, its agents, employees, invitees or guests; such costs and expenses shall be borne entirely by the owner of Lot 3. 17. Relocation of Lot 3 Landscapinf? Easement. In the event that a private street or driveway is constructed upon the Lot 3 Easement Area, pursuant to Paragraph 5 of the Declaration, as amended by the First Amendmenc, the Lot 3 Landscaping Easement shall be relocated Southeasterly 20 feet so that the Northwesterly boundary of the relocated easement lies on the line that was the Southeasterly boundary of the Lot 3 Landscaping Easement ("Relocated Lot 3 Landscaping Easement Area"). Notwithstanding Section 16 above, the party that exercises its rights with respect to the construction of such street or driveway shall, at its sole cost, cause the landscaping berm and all other improvements and utilities located on the Lot 3 Landscaping Easement Area to be moved and relocated in a substan- WBS0258 11/21/91 1250 3 tiaily similar form, manner and appearance to the Relocated Lot 3 Landscaping Easement Area. 3. This Second Amendment shall be effective as of the date and year first set forth above. 4. All of the terms and conditions of the Declaration and the First Amendment, except as herein modified, shall remain in full force and effect. Except as may be expressly stated herein, nothing herein shall be construed to be a waiver of any right, power or privilege existing in favor of either party hereto before the effective date hereof. 5. This Second Amendment, the First Amendment and the Declaration represent the full and complete agreement of the parties in connection with the above-described matter and shall be binding upon and inure to the benefit of the parties and their respective successors and assigns. 6. Each party agrees to indemnify, hold harmless and defend the other party, their assigns, grantees, invitees and successors and all of their agents, directors, employees, invitees and officers from all causes of action, claims, damages, demands, expenses, judgments, liabilities, or losses, including 6ut limited to, reasonable attorney fees and litigation costs, relating to any injury to any person, loss of life or damage to property arising out of the exercise of any of the easements rights granted hereby. 7. In the event that any term or provision of this instrument is or shall be deemed to be illegal, invalid or unenforceable, the remaining provisions hereof shall remain in full force and effect and this instrument shall be interpreted as if such iliegal, invalid or unenforceable provisions do not exast herein. 8. This Second Amendment may be executed in any number of counterparts, each of which shall be deemed an original but all of which together shall constitute but one instrument. WBS0258 11/21/91 1250 4 IN WITNESS WHEREOF, the parties hereto have caused this instrument to be executed as of the day and year first above written. THE NORTHWESTERN MUTUAL LIFE INSURANCE COMPANY, a Wisconsin corporation ? -1W-i sy" • ? ? Its: R ` KRAFT?? SE VICE, INC_, a Dela- i.r'.,==`... ware ca or io INSTRUMENT WAS PREPARED BY AND AFTER RECORDING SHOULD BE RETURNED TO: William B. Silverstein, Esq. RUDNICK & WOLFE 203 North LaSalle Street Suite NO. 17000 Chicago, Illinois 60601 WBS0258 11/21/91 1250 5 STATE OF WLSCONSIN ) ) SS_ COUNTY OF MILWAUKEE ) The foregoing instrument was acknowledged befare me this 23rd day of December , 1991, by Raloh. A. Pelton , the Yice President of The Northwestem Mutuai Life Insurance Company, a Wisconsin corporation, on behalf of the corporation. My commission 0XP1tPS: Mav 17. 1992. STATE OF ILLINOIS ) ? SS. COUNTY OF COOK ) . wbno.• • IAOJ ? JANET M. SZUKALSKI ? NOTARY PUBLIC STATE OF WISCONSIN •' OJ'O„O%OOzO+OxOxOJ0i0Y0YCl+? The foregoing instru?}ent was acknowledged before/me ttxas ? day of ?7D11¢rn? P? , 1991, by /(. ..J"` /??,?',E"/11/9-/L'N , the ? ?• of Kraft Foodservice, Inc., a Delaware corporation, on behalf of the corporation. My commissian expires: t- NO; ry Pubhc j/ Janet M. Szukalski Np?Public v OFFICIAL SEAL " JULIA A JONES ? HOlAfi1 PUBLIC. Si1?TE OF IlUN015 j MY C01*11550 cXPRES 4/6/94 WBS0258 11/21/91 1250 6 " KRAFT w ? `oos?RncE KRAFT FOODSERVICE, INC. One Parkway North, P.O. Box 324, Deerfield, IL 60015 Mr. 7oe Merchak Ciry of Eagan 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 26FEB92 VIA TELECOPY TO 612-681-4625 RE: Kraft Foodservice Inc. (formerly American Fruit and Produce) - Fonding and L7tility Easement Dear Mr. Merchak: This letter will confirm our conversation of this afternoon. Kraft Foodservice, through our attorney William Silverstein of Rudnick & Wolfe, will be working with the City of Eagan's attorney, Scott Johnston of Severson, Wilcox & Sheldon, to resolve the language of the above mentioned easement. At the present time we anticipating having a copy of the reworded easement to Mr. Johnston early next week. We would ask your help in securing the appropriate signatures for execution by the City of Eagan so that the Phase II building pemut can be issued March 9, 1992 for our eapansion project. It is our understanding that the permit for the foundation and structural work was issued as part of the Phase I permit process. Please contact me at 708-405-8814 if you have any questions or need any additional information Your help in tbis matter is appreciated. Respectfully, Ted Lamparski Sr. Project Manager cc: Ed Kirscht City of Eagan Gary Gleason Opus William Silverstein Rudnick & Wolfe ? OPUS CORPORATION DESIGNERS -CDNTRACTORS•DEVELOPEAS A[IO Opus Cemcr 9900 Bren Foad East Minnetonka, Minnesuta 55343 16121936-4444 Mailing Address PQ Box 150 Minneapolis, Minnesota 55440 Fax 1612) 936 -4529 RFc o February 21, 1992 Mr. Joe Merchak, Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 RE: Kraft Foodservice Phase II Building Pemuts Dear Jce: Please consider this letter confirmation of our February 19, 1992 phone conversation regarding building permits for the Kraft Foodservice Phase II project. Following is my understanding: Footing and Foundation Permit No. 19112 and General Building Permit No. 19521 for Phase I of the Kraft Foodservice project will apply for the footings and foundations and superstructure of Phase II portion of the project. Per yoar request I am enclosing two sets of certified structural drawings for the Phase II portion of the project only. 2. The two wheel storage building will require a separate building permit. Please find enclosed a Building Permit Applicadon for the two wheel starage buiiding. 3. The City of Eagan has requested that the pond agreement and 60' setback agreement be recorded prior to the start of Phase II construction. After our discussion, I contacted Mr. Ed Kirscht with the Ciry of Eagan and confirmed that the 60' setback agreement has been filed with the City of Eagan. Thank you for your assistance with the above outlined matter. If you have any additional questions or comments please contact me. Sincerely, I PUS CORPO TION ?l Gary Gleason, P.E. Ptoject Manager Enclosures: Two sets of Certified Structural Drawings for Phase II Building Pernut Application for Two Wheel Storage Building KRAi T ?vc?T?s?utcL? cc: Ted Lamparski (without attachments) 1 PA?K W h?-') ?O2TH ?"?: Frr21` .? C. C? vU / S` Bruce Horner (without attachments) 700 - rf 0 5-- 8q /W Affiliated Companies: Austin - Chicago • Dallas - Denver - Houstao - Mllwaukee - Mlnneapolls iampa - Pensacola - Phoanix - San Dlego Seanle CITY OF EAGAN a OFFICE INFORMATION MEMO TO Dou STeuE DATE I I- I -9 1 TIME 1 F°.OM OF PHONE NO. (iECEIVED BV H Was hera to see you Please call WI11 call agaln Returned your call ACTION REMARKS/MESSAGES Review ane see me ? Rq -. ? E? Revlew an0 comment ? H ? Prepere reply for my Sig. 0.eply antl send me copy F11 ? l/? ForyouraPProval For youv Informatlon For 5ignature ' As we tlISCUSSetl As You raquesteG Take appfopYiate attlan NOtify 5tafi FILE ? DISPOSE ? OVER PHOTOCOPY: ONE SIDE ONLY COLLATE NO.OF COPIES NEAO TO HEAD STAPLE DATE NEEDED HEAD TO FOOT (Other) TVPING: ROUGHDRAFT qUSH DATENEEDED ? SINGLESPACE FINALCOPV DOUBLE SPACE CAfiBONS_ ? Y MEETING NOTES OF 11/4(91 Kraft Foodservice Addition, Eagan Minnesota Date: November 6, 1991 Attending: . Larry Everson-Opus Architects & Engineers Chuck O'Connell-Opus Architects & Engineers Scott Larkin-Opus Corporation Joe Merchak-City of Eagan The purpose of the meeting was to review the current status of the Phase II portion of the project. The following items were discussed and approved: 1. Site Plan: 1. Joe M. indicated a separate building permit would be required for the new 'two wheel storage building'. 2. Larry E. reviewed the Code Summary Floor Plans: 1. Code drawings are prepared for both Phase I and Phase II (1/16" scale). 2. Code drawings will indicate: 1. exit travel paths 2. exit travel distances 3. room and major building exit locations (arrows) 4. area/room sqaure footage 5. occupant load based on table 33-A 6. exit width based on occupant load calculations and distribution of exits 3. Rytec doors into the dock area may be used as required exits from the warehouse areas (both cold storage Phase I and dry storage Phase II). These doors are free-hanging plastic strips and can be separated by the occupant for exiting. (doors do not latch or lock) 4. Additional insulated overhead doors will be used to improve the 'thermal seal' between the dock and cooler/freezer areas during non-operating hours. These doors will be manually operated and not locked. MEETtNG NOTES OF 11/4/91 . 5. Travel distances within certain portions of the warehouse areas exceed the 200 foot travel distance by approximately 15 feet. Although this is not in 'technicai compliance' with the code, it was felt this is acceptable due to the following: (see action items) 1. occupants are Kraft workers who work in this area and are familiar with the exits from the space 2. excess travel distance is less than that which is permitted for `dead end corridors' (20 feet) ? 3. additional travel distances are in straight aisles, along existing exit paths, does not require change in direction or lead occupants into other more hazardous areas 6. Minnesota Code does not require handicap access to second floor (mezzanine) toilet/locker rooms 1. Joe M. commented that with the new ADA requirements soon to be in affect, that someone may request this area to be handicap accessible. Larry E. indicated that conversations with Kraft are taking place to determine what action should be taken as part of the work for this project 7. Eagan does not enforce ADA requirements at this time 8. All areas of Phase I and Phase II are classified as a B-2 occupancy 9. The maintenance shop is classified as a H-4 occupancy due to welding operations in that room. One hour fire partition and door assemblies are required between the H-4 and B-2 occupancy 10. Fire separation between the battery charging area and the dry storage room is not required, however proper ventilation and eye wash facilities are required. An emergency exit door is provided for the occupants in that area per Kraft's request The folfowing items require foltow up action: 1. Site Plan - Joe M. will review the following with the Fire Marshall: 1. Fire hydrant locations and quantity 2. Fire vehicte access to the existing fire department connection, located adjacent to the existing dock area, north wall. 3. Fire department access to the building based on new fence location and drive/access lanes. 2. Site Plan - Scott L. will review the following with the Planning Department: 1. Realignment of the new `exit drive' with Corporate Center Drive. 2. Curb cut dimension for the new `exit drive'. 3. Enclosure fence height and location. 4. Site landscape requirements. 1 .__ ? MEETING NOTES OF 11/4/91 . 3. Larry E. will submit 'Code Summary Floor Plans' to Joe M. for his records. This includes Phase I also. (attached with these meeting notes) 4. Sheet CA1.2 - Larry E. wili study extending entry point (exit J) to the 2 hour rated area separation wall, to reduce travel distance within the dry storage room. 5. Sheet CA1-3 - Scott L. will verify with Kraft the quantity of welding tanks to be stored in the maintenance room (Fire Code governs quantity w and storage requirements) Status prints of Site Plan, Architectural Floor Plans, and Details were left with Joe M. for his reference. Code Summary Drawings are attached with these meeting notes. cc. Q . those present 4 . , ilk OPUS CORPORATIDN DESIGNERS- CONTAACTDAS- OEVELOPEAS 800 Opus Ceoter 9900 Bren Foad East Minnetonka, Minnesota 55343 16121936-4444 MailingAddress PA Box 150 Minneapolis. Minnesota 55440 Fax1612)936-4529 May 30, 1991 Mr. Joe Merchak Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Reference: Kraft/American 2864 Eagandale Boulevard Eagan, MN Building Permit Application t" Dear Joe; This letter shall serve to explain our intent and our understanding of the issues involved with this phase of our application for permit on the above referenced project. The attached plans include two (2) signed sets of Architectural and Structural plans and one (1) set of specifications. Because the Phase I project is a freezer/cooler addition only, we have not included the usual energy calculations. If you still want them let me know, we will complete and submit ASAP. (However, we would intend to submit energy calculations on the Phase II dry goods and office expansion and remodel at the time of final permit application for that portion of the work.) This submittal is for the final permit to allow construction of the Phase I project per the attached plans and specifications. At the completion of this phase, we would ask the City to provide a Certificate of Occupancy to allow Kraft to occupy and use the space and which thereby allows them to move out of the existing parts of the facility that will be removed or remodeled under Phase II. We have included with this application some Phase II plan sheets for your information and to show the overall project concept. We intend to make application for a final building permit on the Phase II work later this year, which we expect to be in general accordance with the concepts shown. We also intend to design and construct the project in accordance with Kraft's Factory Mutual requirements as outlined in our 5/7/91 letter which you agreed "in principal" was okay with the City via a telephone call with me on 5/16/91. AffiliaCed Companles- Opus U -S. Corporetlon, Opus Archltects and Engineers, Inc., Opus North Corpo2tion, Opus Souih Carporation, Opus Southwest Corporation, Normandale Properties Inc., Opus Fmperues Inc. Chlcago •Mllmmukee Mlnneapolis - Tampa • Pensacola - Phoenix San Oiego- Seattle . ,.; ? Mr. Joe Merchak May 30, 1991 Page 2 As per my conversation with you, Kraft and NML are revising the easement to the plan south property line to cover the unlimited area code requirement so that it is satisfactory to the City prior to our obtaining the above requested permit. If you have any questions or require anything else from Opus to process with our application, please contact me directly at 936-4494. Thank you for your continued cooperation and help. Sincerely, OPUS CORPORATIUN <? ott B. Larkin Senior Project Manager Enclosures cc: Greg Hawkins Larry Everson SBL/aw ? Metropolitan Waste Control Commission Mears Park Centre, 230 East Fifth Street, St. Aaul, Minnesota 55101 612 222-8423 May 24, 1991 Mr. Joe Merchak Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Merchak: The Metropolitan Y7aste Control Commission determined SAC for the Kraft Foodservice Expansion to be located within the City of Eagan. This project should be charged 26 SAC Units, as determined below. Charges: Warehouse 132404 sq. ft. Office 10156 sq. ft. Training Room 4588 sq. ft. SAC Units @ 7000 sq. ft./SAC Unit @ 2400 sq. ft./SAC Unit @ 1650 sq. ft./SAC Unit Total Charge: If you have any questions, call Roger Janzig at 229-2119. Sincerely, (:I'? &- Donald S. Bluhm Staff Engineer DSB:RWJ:jle 91052452 cc: S. Selby, MWCC Carolyn Krech, Finance Department, Eagan Scott Larkin, OPUS Equal OpportunitylAffirmative Action Employer ?J 18.91 4.23 2.78 25.92 or 26 ?a, vb . w 4qY-21-1491 16:33 FROM ORJS CORPORRTION ? QPUS CORPORATIQN DESIGNEFi$ • COryTflACTOAS • OEVFIOPEFlS mnooW ce,rcet 9900 9ren Road Eas,t Minneronke, MinnemW 653ag (61219364644 Mr. Ted Lamparski Kraft Foodservice One Parkway North Deerfield, IL 60015 Reference: Kraft/American Expansion 2864 Eagandale Boulevard Eagan, MN. 55121 Job #1028.00 Dear Ted: TD 94548363 P.01 F*niR*?*ifrty?*?yi?F*i}k?ffifik*k*1}?iF}x T R, A N S M I x Q' A L M H M O to: . FAUX A :? FROM: ' PHONE:93G -y1?QY ?R ria- a? raxn? ?ro?eri-"?r y Faxlstzlsae-aszs May 21, 1991 - - ,- - As we discussed when you were in toWn tast week, I have provided language helow that the attprrteys should inciude in the revisi0ns to the permanent easement provided by NML on the South side of your property. This language provides the city the assurance they need that the uniimited bui]ding code setback 1ssUe is maintained. Proposed langudge to item 2.8.0f NML'S letter to you vf 5/13/91: Easement to provide unlimited area in aCCOrdance with "Allqwable Area increases, Section 506fb?" of the current building code: As we a7sa discussed, this revised easement with 8bove language included must be recorded prlor to Dpus' ohtaTnfng a fina7 buiiding permit, We intand tp submit for that permit on May;24th, which mesns the ea'sement must be recorded by Friday June lth. allowing for a two weak city review proeess. A secqnd issue is the one of the Pvrtd Agreement referenced in NML's letiter. The revised agreement must be resolved ar evidence that.it wiTl 6e in order for Opus to obtain a cpmplete permit. Please contact me qith any cvinnents or questions you may have. Sincereiy, OPUS CORPDRATIDN SCOtt B. Larkin Senior Prpject Manager ce: pale E. Huber-NML Merc Andersotl-Opus HffillelBy GOmpOnip: f10US U,S. Coryafatlon. Opux Wµilect Nvmandale Pro s Ond Enginepra, Ine_ Opm Np(F GorpuTetion. OpVS Sauth Gpryprgian. OWd SOUthv.PFt CpfPoration, pertive Ine., Opua Rqierties Ine. Chic2go - MiMaut@B • Milm9ap0Itg• ialnpa -PnnsaCpl6 - Phoenix - San Oiego • Soat118 ,meaetax $04M a. Nrepeu ot mm xpntaiiea walh shdl hwe nancom6uaedrh faces Ea tLe uPPamoat 18 iimhee. iocW9ina cpmterflashMg md coplue meadals. 5. Where an uaE eepmaNan wtll aepames pun{ona af a buitdinj hsvleQ dlfteeeM htiBhts, auch wall msy Imnirmte et a qiint 30 iqehea above IEe tower n„Aiwel. provided tlieeaiteeiorwall fm:helghto[ 1 Qket above tlm lowerrppf Is of une-huw fiie-reaaSre cixMrvetioa with oWinga praFeclad by sasembLa hevina a thRe-fourths•}wnrlire-pmteci6un retieg. EXCEYl'[ON: 71x ms apsratioe mall may terminoie fr dhe underside uf the twf aheWvieg. deck m xlebofthe Inwsrm6', Pmrided: A. WMmdwind•rqlin6firninpeknxefi mqnikliaTpewall.wc6frmiog uA ekukMs mppmtYra sueA Usmin6 "l heuPwf L-ei Nion ons-houriire. eaitlivtao?eWniMfarAViddrof IOFeetdoeQthrwdlaNtbwsrmd. B. WAere7Mlowermof-eeiRngfiaminSekmmuueperpnldhWVfaUlewJ11. tlr?ml?e?qndqxhfisming a?d denen?sauppaNn` wch firmin=?e.N& afnol hraldu Ove•hauflFe.ie?btivetwuYU?Ybao. C- Opminp in ths b.Ner nuf Mhdl nM 6e laaeed riihM 10 fat of the aret xpvnlao tYa9. See Chqnm 6 to 121 wImive tor spects! occupancy prorisions. Aparn6N ArM hipmo" Sae. M (a) GeNMEl. 71K ffax ueaa apecEiied in 3actbn SQS may he bnerenied by ooe of aAe fallmr inQ: 1. Sepwaqoe en lwv sldee. Whex paldk waya m7wrda oace ilun MteeS in wiAM eRand Llnng and adioin txa gidea of fic haiWitq, tlpa mae may 6e inenieed nm nte of 1114 pa+cent Im each fool by whith 1ftc mhsimirtn wldl6 eaceeds 20 ha. 6ut the incrcaee edsll na exce[d 30 peiseat. 2. 5qqntlan??uPo?reatde?. Wpempublkway9w??thme20ketin width exOend Nong and adjaa IMa sidee of tlie bailding. Row ereu may he lnarasM at a ia0e oC 2112 pacene ior aca foot try whicry ehe minlmum wldtA eceads 20 feet, bue ilee inemiee ahdl nvt excad I00 pe[cept, 3• 3epvatbn m at dikr. Where poblk wars m yxda mwe than 10 fw in widiheuad an rD sidesof s ballding and ad}oirt ifie enepx peri+xhti ttoor veas rnRy be ircfared at t nte af 5 percmi for each Poat by rrhkh fx miaEmum eRCesds IQ fen. Suck incrMft "l nd emeM I00 percent, e:cept that grea0a inrcmsmc iult be pernMud far Nm Collonring oauOpnciey; A. Cinwp & Dirisba 7 aiiaa0 mmnge hangan nor txceed"mg me aMty ia bdpht. B. CNwp 8.1?ivi6ion 4 Occ+q+aocica mn exceltlln=twa ttaies in hefghi. C. tiroap H. Divisbn 3aircnR ropair 1angwa nut excading one etary in Iieipht. Aiea incnasa ahdl nol enceed 500 prrcent far aircmft xpaar Rangare txctpt as pmrided in 9ecikan 3q6 (A). f bl UnffmeedArp. 7'pe ercaof anyaiu-cutwo-stary baiidirg of Croup B end Gwup H. Oivisiart S Occupaeda ahe Ii nol bt Nmited, if ine puiAding's ptovided ¦llh+n oppmYed aulaqYi6c aprinieler symem tlimughnut, nspaifEed in Chapta n 506°07 ubwar suLaneo cON 38, aad emi[dywemunded and adjoined bypn6t6c waya or yas& aai ksa tksen60 {p[ IR Wjadi. ' Tre ara MB droup 8, Divieion 40ccupaeeoy ir a one-atary lppe Q,'I?p lll Onahour or 7qpe IV bumbpg shan am ye ymhod iP 6u 6mld'ing h rnumy siRaundW and adfohned 6Y DubIic ways ar yards nat 1pu ean 60 feet in widcA. {c} Aulaotatlc 9pdakler Sygtemc '!he azeos apecilied irt'4bpe Nu, 7-C and Sectioa 305(6) mny 6e tripled in one-s[ary IfulAdings 2td doubkd in 6uildngs of mwe den ane atmy if The 6u!lding ie provided wuh m appioved aurpmaRic aprinkhrayaoemtlvoughout.'1Le ma incrtaua permitted in M se6,secCwnmry he owiMnded wirh tlinspecifiedinFamwapba 1. 2or3 ofSubsxtiou'(a)uf?h}s secriun. Tbei"cmesw pmmittadintha au6xcsim ahe9 naaPPZY whmauoomatk +Prinkler sSetems evo imlalled under 9t4AMloxig8 Pm'iaions 1. Secdon 507fassa inaeaea's?allew?k onrnha af stodee. 2. SectiWO 380Z (f) for G?nup H. Diviaions t, 2 atdd 3 Occupaneiu. ?. Su?imtlan Par orc-fwur fhe-msisave co:qfrucriui pursumtt 10 geh? 30?. 4. Sectian 1915, Atria. ' Maxlmum Helght of BuRdfags arul lncreaeee .. . 8ec. i6T. Tlx mesimum ReigMmW numLeroFau"kSa[evuy 9iuldingshell be depeaiden upan the ct+aracar af tAe cecupancY and+Ae lype of canehuapon and ahell na eacced the limity ,yM fwt? in Ta6ie No. S-D, axcept m provWed in Nia aection and ea speci[iod in Sectim SOJ (a) formixed acnpnncy buildings. E7[CEVfRONffin 1.raweA,apiresuAste?Pbserecoednaputof.bW?dmamM nai used farlm6iutbear rtongeam tlmlttd esro4eiahtontJ AY strwKUraldaign ii omPletelY ofnaneambuatkNe meoerialh armay exreM nm 10 rrcee4 EOfeetehooe , Meha?Mlirtit[n'6LIeNo,S.DNafc?tusli6Eemarodz?y, 7. TYe helgk of oneytory drcnft hangars ahal aof EC IEmifed ii tM huFlding iy qorFdedwithoummatle aprulWer ryUeme ihrouorotvavapecil'aed iaCiieMr38 end" EaeacExlqwrvaunded 6ypu6lfe.uoygQrysrdsoof ka in wEd161henpqsMtone.hp[t ilmesl6eheighlof?Aehu{tding. . _ The story NmHs set £orih in't5ble Na S-p may y¢ Increased by Qne non, ifthe buiMittg it prpvided wiih ao opprwed aupmnu(e apiinkkr systm IhroughouG. The inmac m the mmber of atoriea fw automatic s,priakier xpuerns she11 nor appiy xhen Obe wtomaiic sprinkla ayakrtu IhsouBh?t ? inualkd ?er pe fotk?wi? provialons; 1: Satiaa 3802 (t) far Craop H. Divia6wm 1. 2. 3, 6 dnd 7 Occupancies. 2. 5xteon 306, foran increax in sllowa6le area, 3. SL6stitndon Por oee-ho¢r fin-rcaiative conmruclian pmsuant ta SA8 gatian . 4. 9eaioo I715.Aaia. S, Seetion 3902 (8) fm (itoup 1. Diviaioa I Decupaneks uxd [or haepitals ar 30 *4 3 D I N 1 ? q) w ? 3 ? 0 ? 0 z 8 A ? w ? m N ,n.enmaa sm-m 4. Pgapeg o( uw mepazuion +va11k ahal I have nowvmbuaiible faca fm tha uppermaa? 18 inchea, incWd?eg cvuetM?a.deing sqd ¢ogiog rnataiqle. s. Whete m arsa NParefian wa11 sepv*ea prnsiooa of a Dui+d3ng harirg d'rfkmn Aeiaus, sucfi maU mry hrmhronle tl a point 30 invhes abo,ve Me lower rtmf'rnl, provided BxexaeWarwall fara 6eipNof {Ofat aAove Ax kavermafb uf mic-ilour !in-resiadre conetrucr'mn v.ith npcninga qwaaed by saembNa haring a thme-fourlhrhour Firc-pnrtsctkm nliag, . &IICH?'PIpNr 7Ae msa apratlon ssll mey lelminrte at thc vaqlerside of tAe mwl ahnddng. Aeck or SIvbuFihe touer nxd. Ru?vided: A. wFen themd'.ceilinatromdngskmenteereperelle3laMew.q,,auchhmting md ekmema sygpenMg eueh fnmtng Are116so(not kes chan pne.Ww fIR. .alrthxcqwurnnn fm a wideh of IQPxt ebng Ilt anll u qep lamrmo[. B. WAerctlu?orwermnfailingfi+mingelemmKS4rcpapend"culumlherafL IheetNiee?rn a(sueh flyminA a?delemee?aauppordngaocL G?min? eUMlbe oP nd hu dliesane-Aonr fbe-reslsliveca4Mw6m. C- Openinys in ihe hower,mf xhdi not 6e locetM widdn SO ka oP the arca ,epmsiun wal. See Chapkn 6 m 12 Encluaive far speciel occupancy prurisiam, AROYrqbN Am hndvaink &e• Sff. (a) Geeeml. 711e Raor smas apeeified in Secviuw 503 may he bocreaed by ooa af the tollaaing: 1. aeproHm onlwoaldea.Plherepublfcwayamyardaowrct[om 20teetin wHlh eeMd along uW edJoirt hm sidea af the huilding, (ioa ueas may Ee inarasM u sUx of ]Ild parent fw ach (aol by ahlch s9a minimum width oueeda ZO f[et, but the inenw ehdl no exceed SDpeeoent. I- 111 9 1rat6nmmrtedder.Wheiepu6licwayaoryasdsmmethqn20fft4ia widM axfad a1ane end adpia Mi" ekks aP tAe baiiding, Raar arm mey be insrcased 41 a nae af 21r2 peMeni for c+ep faot hy wtdch tAe minipwn widlh ezceeE.10 ket, 6ul ft incrceee iMtl nat excad IqpyamrL 3. SIPOMIlM a YF sldes, whem pa6lic waYs m yffMa mme tdaq 20 Peet io widlh rstqid an d1 sidesof 4 6uitdhg aqd adJoin ihe entu+e perimebr, jfoorarces mwY be increwd at a nu of 3 peesmi far erh poot byr w4ich tlee minimam ei<ads 20 fat. Such isnrases qRa}I nm c-ieeM IRipercant. excepe igae grcetse iaaieasea sull be pernWixd far the fol2ow+ing otcuponeiea; A_ p" B, Dfvia6oo S sirctaft almage hengeis not exaeding orye spxy iq heighl. B. Cmap B. OWJslon 4 0ec"onsirs na1 exceeding lwa aadee in leeig4t. C. (;mup H. Divieien Ssim.mR Rpefr isanRan nat eaceeding onp stmy in 6eiBht Arese incnaia e4d! maQ emerd 5p11 paoem fm NrereR ropair emgva ex«pe mprv.iara IR seceion sUn roi. I b71A1tlmihd Arp.7Ueaiea of any ooe- nriwo-uory buiidingaf GryupB aad Cnwp H. Ulviaion S(hiwprreia aha11 m he Bml[ed. ef drc 6uildtng is pmvided wph m approved aabmaCc sprinkkr 13uem Ilsnughour, aa apedfied ip Chaplu i? H0°'807 uMFoFIMSUeioiNacoN 38, Mdeaelrely aurroundedaud adJoiMd 6YpubHc ways ar yexls mt feis tdan60 fat in wiMh. ' . . 7he acea of e amup B. Dlvis6on 40ccupency in a aie-smy 7gpe t1;1]'Pe ID Oqe-hoor a lype iV 6uilding ehatl nat ba limited if dit buildFng ts euplegy sumwnded and adjoined bypu6lic waya ar yqds na kga Ihan 6a Pea1 irt +Wdth. (c) AaeameUc Slariokler 9Jatwm '113e anas speeilied in 7Bb1e No. 3-C end Secteon 905f01 ms3' 6e 6ipledia ae-story 8ni[dinga and dw6kA ia 6uildings ot mare Qnn mu aoary if the buildiog ic provdded aph en appmved autnmsli.c aprimdckr system tlupugifoul. 71oe atea incraaaesperyiitkd in this sabxaian may Dtcmnpaundedwiththgapec8ied'inperegraphs 1,1m3 ofSa6sxtnoo'(a)offiis s«rion. Theincieaseapermitad in Ihisaubsadon dhaii ns appiy when aarometic syrinkler systems we instalted under the. foNowiag p[uWsiaas: . 1. 3ectian 307 [arao incneese an a7Eowab7e num6er uf sFm]cs, 1. secdon 3842 iq for [hadp H, DirisimM 1. 2 aYd 7 Oiccupancies. 3. Su6stAmiaA for oewitau Fm-msisiive consuvcmon pucauaM to Seetion 508. d. Sectioa 1713, Ahie. " RUXIMUO HelWof Buqdlips and Incraaom Sec. S03.'Che matiaum heightaodnumbn ofatarieyo{eVoy??dingahati? dependeM upon tlm charnceer aFdhe aaPancY Ud die lype afootynavucteon ?d ihatl nm exceed tiu linuy se? ?p 10 ? No. 3-D, axapt u pmvided in thia salion and aa apccifled in Scaim 503 (a) [or mkxRd ocuuperxy quildinga. EiCP.?ItONS: t.fixsn,spLssaadeleepdeaaecerda?ay?afa6uibingend not uud fmwEdtmioo wstuoge am Gmiwr 00 3ei8htootlbYatGacmnlQea4a iF eomp&edyaf oancembued6k mmarPafa, ar mayextmdRM to[xceed ZOfre[ ahmt , Ihe heigM lqml in 11Ek Na SD 3P afmnibusel6k materipls. 2. 7he kfYht oFuce•s9ory a'vemR hsaqare shqli mt bo limikd ifihe Auil6ing is provided.rithsalotneGc sprinhkrsyateenslhmgbMaaapecifled in Chaphr38 and" iseadMymrmwded6f WWtw+ysaryarde naleeslnwidth ibonoromW mu-hal( lima Na hckght Miht puildNa. . . Tha seucy Gmin set forth ur7361e Na S-D may he iocrwsed 6y ane s[ory if the 6uiZding ia pmriJad with an appmved autumatic bprinkkr ayatm [Arooghoxt: 711a incxtase in tBe eumber of atedes for wtamatic spriuAkr eyslam ahall aet apgt7 ahai the aabmatic spelakkr syuems thmeyimut are insqited under Me folbw I ng pcovisiolts; ? I. Sedbn 3802 (q (orGroup H. Dirisions I. 2. 3,05 end 7 Oocupencis. 2. Seaion S06. for an imcreau in a]IoxaMe azca. .. 3. SLhstituiian far ane•6our firoresisfivr cutytructiort purauant io Secdun SQB. 4. Sectian 1715. Ahia ? S. SeCfimi380Z(g)farCraupCDiveiortl0ceupaneeeawedfmitwpilalsar 30 D i N N r m A ? 3 ? ? 0 ? 0 O A ? w ? m w iweamnon W54M 4. Paapea aP mea separalkar weh sW have noncom6uuib[e faces fa the uppermoet 19 iecheso inelading man6erflasFin6 snd ccpin8 makriala. S. Whus an ema aepwtWp weli ioepaelet poriEona of a 6u8diag Aaving diffemq hcighla, amch weU may rorminiee it r pomt 301aahesa6ovs 9ie losrer ruallevel, pmridedshe exteHarwell fa aferagMoi 16fat4tbovethe lowerroof is 04 une-lwnr fire-'esistlve coentrvctioe wilfi opmin88 Protected by aamnbFia hwinp a tlqee-faurths-Iqtqrtim-pmlrctfvn reting. E%C8T3iON: The arca xperaibo waPl nray xsmiaab u die yadenide of ihe roof dinlhing, deck m alshaf Hn Pmvtr mol, prorided; A. Whae?heraoLmilloyftamdnetlaee?mmpualMeo?M1arMl.siechPnning adekme { mrlrntiohfinewtdlhaf 01M'aEnng85swxlltlMelawerroof. B- WMxelhelowarmafeeiNng fnadrtaefrmenheroPeR?dieulartoNewd3, 6roenUve apqndauch fl?miog?edebmenneepV^rNnl wMfnmindeidl bc 6f A6[ ?6f! 1hltl 61K-kO1M falLR?l1? YE ROLISITYCI?OlL C. Openia9a In the IoMer mnf ahelF not be {xiaed .rgAin 10 fees n( ihe y=a aCpaoatlon w+1L Sce Coepoers 6 eo 12 6rctvsive for speriql accupancy proviaions, AlIOINabM AfN klCil?ps S«. 306. ta? Canenl. ThE ftw amaa speciFied Ia Section SUS msy be iMC[HItdIly MlO/1h! (OlloWt1Fg: I -&ps ntbn m t+m elAa. Wherc ptNAc aays ar yatde mom tlim 20&et in widAi eftknd aloeg uid ad,join twc, eidee of tlie 6uilding. flaot mas maY be incrcaxd na nx af 1 IM percent foy esch foaf by ahkh IPa minimum wldlb exReds 28 he1. hut 9ie lecrana eh¦II me exaed 30 pereent. 2. SeP+radmea ttenesMn.Whaepabtlewaysarysrdemonethan2l(atin wldth amd Nong aM aQJain Haxe eWa ot e6e buildiet. FWar arcu mag bs inmaxd at ° noe M 2P2 peresns far each fout by whkh ihe mialmtuiy width exceeds 20 W. Dm Me inaease ShpTl am exceed I M percent. 3. 9epatlos m 50 YMs. Whcre pu615c weya or pmdo mom than 20 ket iq K4dhexxod m aU eidem of o 6u0dlng and adJoio Uee entirc peaimuer, fbormrm uuy 6e inneaed ua rc!e of 3 pemnt fin each foa 6y +ahiclt Me minimvm '?raeds E0faet. Sucb iocresaex eMfl aa exceed 100 pricent, excapt Chat greakr lneteasea i4dI be psmitkd for Ihe fol3awfng occupancim: A. Umup B. Di?ision 3 ebcraR simege haegan msf rxceeding ax etary }n SeigM. • B. CnoupB.Divitioa40cnupancinrtoi exeeedingewaetaiesinheight. C. Group H, Dirision S aimndY irpser imugars not aceediag one stmy ia heipdS_ Ans irtcrcasen 61pp ont txeeed 3fN1 perenn for eircrdf repair hmgars exapt aa prnrldrd'm 3ation Jt16 l41. fbl Ekdlmlled A+nt. Thrmea nlanyrAe-or#wa-stmy6uildingotGravpB aed Cmup H. Divisiai S Ooeupancirs Ahal I not be lirniled,l[thb 6udding a prwided wilb in +PProved sMnNtic sprinkhr aysiern ifirouehaut, as epecified in Cbephr 3T M607 1@pFG1iM BUR6IMG COOE 38. mdentady simouttded asid adjouud yy public ways myqrds nat lesatlna 60 fcs[ ia width. 7'im erca of a flmaP B, DivWon 40ccuparxy in a anastory lype II, 7ypo If[ One•hour m'!}pe IY bu7lding sha13 not be limited if dx yuihilng ia eqtirely waoiqMed and adjoined 6y pvblic ways w yude rtot leas flm 60 gea 1A widtlf. (c) AutamullcSprlnWer9yalam. '[ia azsm specified in 7hbk Na. 5•C sad 3eciiart 393 (b) may be tripled in one-gaty Iwildtnga and dau6kd in build'enga oi awre thon ane atay iF the 6uHding ia pmvided w1tA an approred autamaqc aPuin&ks "mthmogfout. The aRa iaaeases pamited'm ihis so6sect?on mey be campamded wipt thatapedfiediaparagraPhs 1, 2a S ofSu6sodion(a) afthis sxrion.'lheincwoes pexmittedlnMis subsocteoo sEull natapPlq wheaautometfs sixletkr syataro ate imtelled under Ihe following praviaions: , ?. $l11100'.?](W'l/IMGIE.}9l?B81?01Wb1E1W1776GGIOflEilHC4 2. 9ecrion 3802 (f) for CrovpH, Divirions 1, 2 mi'd 34ccupmtefes. 3. SubatiMtiaa far onahour ffrr-ceiisiive camsiruction puraamnl ro gection 50g_ 4. Seaion 1715. Atria. • . MsxlmumHetghtofBulMte{pandlncraaws . 8ec. 567. 77x maximum heightand amnberaFstoriegofevay6uilding Mm1J ye dependent apan tkoe chuacter of the occupency and ihe lype of wnskt?atioa and shall nat excced tlee timib xi fweh 5t 7lble Na. S-D, LV"pt aa pmridod in ehis sectbn and as specifled in SectiprtSy3 (s) inmixed occupancybuldinga. 4CCHP170N9: I. lbwen, ePlttaaeds#nptpaateda6apv[ofabuildingand mtuxd PorAuOiptloa or lWragean Imiced v Ia Add6t unly by sUUepm1 desige iF cokeigR1lmty ofiwncoci6mtl53e roexriale, a mryeax? aa ro caaed 20 fai abave , thehropimitin'66kNO,3.DIiaPwnam@hlemetriais. " 7- The heEglu af oneatary niremft hm4nra dull ra be limded if drc finilding is proridedwitRwromatlc spvhdler ryekmstlirou9hommepodikd fnCMp[er38and teantiralyaurmundcd bY W blfcwayaar.yards not feas M wIA[bohyipqandpcryWf rinalFsheighlotthebullding, . 'fAe smry iimits xt forHe iat§blc Na.3-D may be incnased by ane stary if Nu ix+ildiag ia pmvidod wFdt aa 9yroveQ aiW matic aprinkler syaem MmiyghauF. The Inerease n the number of smries for w[amatic apriekler aysteqµ ipq7? ip? tamaNc sptlnkkr ayskma thro ughout ffie inslalled pn ¢r I pe +felEawingPP?Y `??pnrovdse iaioaum: 1. Sectian 3802 (fl fnr Gmup H. Divisiona 1, 2, 3, 6 and 7 Occupancies. 2 Settlae506,fwanincreaseinalMwablearea. - 3. Sn6sH4etion fur unebour flre-miative eaactrumian ptpsynt qp gpctioa i08. 4. Sectianl7]S,AU1a. 3. SeCtion3W2(g)forCnaupl;Divis6onlOccupanciesusedfahoapitalsa 39 D { N N i ? m (A Ao 3 0 ? ? ? A D 0 8 a ? ? ? CITY OF EAGAN OFFICE INFORMATION MEMO 01,A?R, - DATE s-ID-(3t TIME FROM C)a ?v OF PHONE NO. RECEIVED BY Was here to see you Poeaso call WIII wll agaln Returnetl your call ACTION Raview and see me Revlewantl <omment REMAqKS/MESSAGES ? y`^-?'5 ? ? repdrerepyformysl9. R G?ASQm?rt" ;? p" Sk 0uld 6eccmend,& w?+,-? eplyantlsentlmawpy FolyoufapproVel j4h u? es;?+', 1ar-Fo'?heone P ? Fof y0uf 111fOfTdtl011 ?'^TV r K4 1 w Z K E?1'?lc?ke #r Forsi9nahre . c, As we dlscussetl e - clelea-Fin r•}a?n As vou requestea 6c,Q f'A' g ueH+S I'1 ?ree2er^/ Takeapproprlateactlon c?fPl-g w?ld b?a«ejv(qlole Notlfystaff by,-?. w(•?r.?} 0.bolt'f?aJ'? 500? FILE n DISPOSE S.fpyq1e c0ea., ? OVER rnv ? aii.?r r: P ONE SIDE ONLV COLLATE NO.OF COPIES HEAD TO HEAO STAPLE DATE NEEDED HEAD TO FOOT IOther) TVPING: ROUGHDFAFT pUSN DATENEEDEO SINGLESPACE FINAICOPV DOUBLESPACE CARBONS_ ;- -. JfiN 18 '91 12:02 P. i5i15 DBCBIHF7M 189O Supersedes May t868 and April 1987 EARLY SUPPqES514N-FAST RE$pONSE SPRlNKl.ERS TABLE OF CONCENTS ZA IHSTALLATIpk iiEOUIREMENTS Page 7.0 SCOPE .._.......« ...............»........... ...... 1 " 4A INSTALLATON RECUIRFJMENTS ....»..........._....._ 1 Zt General ..__...... ......_ .............. .... _.... .... ...._« t 2.2 Con ?. struction ............ ........?....._ ......................... 1 2.3 Slorage Arrangemerrts ..................... .....».... 2 4.4 SprinWar Syrstmn pesig^ ......._.....__.?......... ZS S ....... 4 Pd+klarSyatem Companems _ ........... ......... _,. t 26 Loeatlon antl PasltlOn ot Sprinklars ...... _,,......... 4 30 SUPPORT?OR RECOM0.IENDATIONS ,,,..,,,,,,_,,,, 5 3.1 Chereateristics af ESFR SPMMOre . .................... S 32 Applipblllry ._....._ ............................................... 8 3.3 Besls far Ir?allatlon Requiromenta ..... _..... _„.... 8 3.4 Discuyslon fielaGng tp SpedAC In6Yelladon Guiueilnea _ ..... ......... ........ »............... ....... _...... 6 4.0 APPENDU(-pEYEI,OpMpJT OF ESFR SPRINKLFJtS ........ ...................... .. 7 4.1 BackgroUrld ••••••••.?•.•.•••»... ...................................».................. 7 42 7beory ,.......................... ..... ........ ............... 03 Development ................ _ .. .............. »................... 8 8 4.4 Retrofit Consideration9 _,,,,,,,„,,,,,,, 4.5 Cpst Consitlerafiorv (New Systems) -ESFq -... 9 SOOnklers at tne Ceilfng vs Standard 3p6rtlclers at ths Ceiling Plus In-Raclc SprinWers ..... .„.._...11 1.0 SCOPE This atqndard prpvides reQulrements (or the InsWlation of F30y Suppresslon.Fast pesppnse (E$FR) sptlnWerS end tliscusgipn on rhe thaory anp developmont of thase sprln- klers. TAa FSFR sprinkler relles on the concept of fire aup. pression, mthx than Ora convG. Flre tornrol is the basis fw stantlartl or Iargo-droP sPrinkbr Protection. The ESFR sprinkler has untlergone extensive testing And iy packed by muCh ecientlBC resaarch. As wdh gny such protluct, hs reli- ablllry ybasee on dose adherence to the puiCelines esteb IlsheC tOr its Lise. Marry of the englnaering JudBments eppropnate to starufartl or largp.drop sprinNlers eo rwt necesyany truyppse ro ESFR aprinkiero. Uae ol eonventlcnal Jud9mann fpf ESFR EDHnkler Nstalldtlona may nat unlfOrmry Vanster 1o t1f16 unique teennaogy. Thua. it la impcrtent th.y the Inatetla@on requiremerus ,ontelned herein DB cloeely followeci, 21 General Mstallazlon requkements for ESFR sprinklare provfde atlm quate tlezibftNy lor echfeving excetlenc economy whlle meln. teiMng rellaWtity. Deta Sheet p.BN, Ins7eflafion W Sprink/er Systems, applies for InsWtatlon details not atldresasd here. Table 1 of 1hI9 tlafa sheet pivee a aummary of ESFR sprin- kler insraflafion pukletines. 4.2 Conslrudlon 2.2.7 RaW ConslrirM/on antl Stp,pe. Accapteble ypes of root epnsVudon ere not tlependeM upon the combuetibithy o1 the raof. Rather, aoceptablllry Is pnmarfly e functlon ot the rool shepe 8rW conifguntion, neWetl to Cssute falAy uniform sprinklar responge W a growing 6re. ESFR sprinktera are not suitable for use benaath ro0ts that may prevEnt reletWely unifprm heat movemeM, thereby causing a delay in sprinkter operaqon. 22.1.1 Roof Consvuction ESPq 6prinklerc can be EnStallEd in bUlltlings with the tallOn- In9 types of roo} eonsfruction: (a) 6mo0lh caHin9; (b) berjolst; (c) beam anE girder, (d) Omel. up to 900 ep ft (28 aq m). (This Inctudes ply. wootl Naphraqm roofs where the puAlne and subpuAine ere iramed inW the sldes of, rather ihan on top af supporting members w mliminate open communiceUng spacec at th9 ronf batween panel ereas,) Note: Data Sheet 2-8N, /nateJWtion ol SprinMei,Systerrq, cronteins detaifed Informetlon regarding definittans oi roof lypes. 2.2.1.2 Aoof Stooe Roo} slope up to and Including 1 In.1N (83 mrym) is accept- able. For rooi slope In excess af 1 In,/It (88 mmlm), A aus. pYntlBd nlllng with epCepteple 61ops nyY pp Inst911etl a4ave the sbra0e wrth aprlnklere InstaNSd beww the ceii- ing. 3prInMBr p70tectlon ehould be provitled above the cei4 ing at roaf leval aleo U the root. cortlen4 yn the concealod Bpace, Or esiling are oprllbuspbfs. (SAe pAta ShB6t 1-12, Cail)nga,) etA?0 Faeteiy uuluel EnptMrYiO CuR A10yib roeorvetl, ' ? JFYV 18 '91 11:32 P.2/33 n P+ovided, cei6ngs shoNd be oT a+bafarqial oanekudyM caPeble of wi#utwlmng Sro plume upliR wlaatS' Preaaures ot at leeat 3 Ib/zp n(14.8 kp/sq m). 1Aetedel suitaple for surJf a Purposa Indudoc 4i tn. (0.95 em) PlYWod. #A In. (0.95 an) GYPeum Eoerd, cortugated or sheet steel, or mineral dle, $haeta o1 thaea marerfate ohpWd be eeeuroly }aatene0 to ine wPPUft9 hamework Hold-down dlGs tYP ical of the rype used tp utelqr cei6ng tlles In HalOn 1901 Instailatl0ne wlli suflice br uBe wiTh minetal WA. If U70 Cs(H ltlg is hung hom the existing rpp} hbrtgyyprk, it shoultl ba vemled that the roof can wfthstand the atld7tlonal dwW bad. 2.2.2 Siee! Protcdlpn When 65FR sprinkler syateme ara instalbC in accordance w'w ttus tlaW sneet,llro protepion of roof ena mumn ateel is not needed. 223 Neat end Smpke VorWng Recommorwed protecuon Is based on eonswoUOn witlt• out roof vents. Fre tesfs hav9 not shown automaNC verna tc Ge eosl eHedive; they may eren increase aprinkler xrater demand. 7hus, the use of permanerrt heat entl amoke vants shou7d be avdded. If YeMS are unavoidable, tlrey 9houltl be tAe manually ppa. aletl rypa. or equipped with fWible links reted at a mini- mLrn 360'F (182'C). Oropout (or melhout) lyPe Wastle vitnta cAauld rot Ge used bepuse they qsnnpt y6 azranQep Tor menual a aelayed operation. ESFA sprinkfers, as eompared to comeroJoM sprlnklers, are axpctetl to reduee greaUy the amouM of amoke Qener- atetl durinp a 11re. As an aherrwiw ta auWrratia rootventa, emoke removW durin0 mop-uP operatione can frequenJy be achieved through eave-tlne winaoxr; doore, monitnra, nonautomatio exhaust systams (graviry u m9ehanioy). or ma"uallY °Perated heat and amoka verns. Fua depact• ments can cut t,pleg 111,SI9el or wood raWa end NSp US9 F. 10kr oxAaustets. 22w Dralf CuNaina Dratt curtalns ag irttwdad Tor use In iwp ways: t) in opm- binaCOn wiVf Aeat antl 8moke vents as reqWred by bWIW inp cotlas to subdivitle roof ereat, and; 2) to divide roo/ ueu protected 6y ESFR sprlnpors hom roof arees pro. tected 6y corrventional sprinWars. 6oth aPPgmtlom ara tlls- cussee a, roia,va: 1. Draft wrtains u9od in carIjundlon whh hoat a amoke vertta ahoWA De avatlsd. (f poss{ble. Wifh the oqAy fire sup- vraaslon apectad. it is enucipetea that urett artalna wiu DrOvide little OeneAf heceun ryeat an0 emoka paneratlon. will bO miNmized +1l3O• In oprlnWeretl atongs 8rea smoke is peneraly driven W Aoor bvel 0r109 aprfnWere opetate. ll Eraft eurt'una muss b° IrSMt°a lhey should bo Amited in dePih and located with raspect to ePrlnWera a0 that fhe pulde. linee in Tatle 2 ate followreC, Tha o6strupUpn a spdnkler diBMWfge whieh woWd be uEetetl by On irnprop9rly deslgned drak curtaln ooWtl etlvxsay atfem spAnkler syatem perfom1anea. T}y rOW to ayoid ObsWcllone to BPilitilder tlIOChOrgo f0? ONwetphe thE betlllb whioh may (a may noq be derived from IrretalAnp the draR arteine In tl1s firot ptace. 2. A draft curtain ehoWd Oe Inatallsd between areas prp. teGed by ESFR aprinfdare anC areas iyotecletl oNer lypa ot 6prinkkn. This aPptiw fn sll easet, arhether the root9 Over ihe two sresa are at the same eleva6pn w at dit- 1ereM elevatlone. ihe dreR curtafns ehould extend at least 4 It (12 m) 4ebw the oefUng, be noncombusMe entl fit tighty apainst the underaide ai Ne roof. Maintain a clear elab ai loast 8 h(1.5 m) on aech side of Cy pente„ine beneefh ihe drek Curtain. ESFR aPAnkiem mey opera[e unnacascariry anC tlepbta waler suppiee N a fin occure in Ne mea Drotected by other, atandard•responsg ryp9 6prin- ktere uNeao physical separation pgbyeen the hvo areas is provitleu. 9.3 8toroga AmngamsMa ESFR epAnktera qre tntentled for uso as protec3ion tor a wlde range of atoragea. They ran be used to proteot palleb izatl antl sdid•pfled eWrape, Cin box, anC Opan-lrame single-row, doubfe-row, mWtiple-row, enG pprtayla rack stor- oge of most Oommon matarlata of any hoight up ta 27 h (7.6 m) hiph, In Ouildinps of any height Lp to 30 ft(8.1 m) Ngh. l.esser atoroge helghts in DuadingS le9s than 30 fl (9.1 m) nigh can Nso ba profected as ouqined In thle data 3h98S. SpeclOo oomm001UOa proteasDle by ESFR eprinklera incJude: • Claas I. q. ql an0 IV eomrtwdtias. pneapsulrtad or unen- capsulated; • unaxpanGed and expanded plastics Insida eardbosrtl w peper cartoru, encapu,latetl or unencapaWated: • 8011d live-eided tofally npneombustible caM81n9rs used eo stpre eommodktes heving a hazerd level of expended plasHCa or Mw; • eertaln roq paper starage ay eovered tn pats Sh9at 841 S, Aol! paper Storoge wilh ESFp SpknkJm; • wrtarn aerosa aeorage ae aoverea In Me rechnical adv(- sory Bulletln (Hled with Data SheBt 7-28S), wrtiUed Staage d Aarosol Produofs-fSfR Proteotlon 313ecifio comrtwCitleB and aforage arranpements tor wh(ch ESFR sprinklen pannot be uaed aro: • ExPoaeEplasdpwhlchhavenot6esnsucwcafulytealetl; • Ilanvna6fe or cprnbusdble Iiqulde In plastic ar metel cpn. talnlre (except Gasa II Md 111 Cpmbustlble llqulda in dosed mM contalnera): • tacke with tolitl sheNas p.e.. sheN" groalit Ofan 20 sq 8(S.9 sq m] in eree); ' OPsntop wmbueUDte Containers; • Unusual eommodities or storage arrengements which hav0 nOt been judged, by 81thet testlnp Or andiysis, to 6e appropriate tor ESFR aprinklgr proteclion. JAN SB 191 11:33 P. yM Stora9e an^9ements used Gurinp me tastlng t4 develop antl tlaiermine weter tlamands far ESFR apMklan ware flemembY tXw^etricA welFarangsd aimulated storages wkh unHam antl woll dMlnad Eue aPeus. witlf the axcep- Uon ot on0 wccessfW test Involving irroyuler Aw spaeft. The 1ollowinD smre9e aroa requlremerRS roBect olhar corr ditlons br paeyon wlm ESFR sprinlders. (Sea eleo Sea tlon 3.Z AyfWkeblity.) 23.1 FlurSpeoa a1S not neOessary to prwide flua spacee unllormy throuptr aut the recks. MiNmum 94n. (79-mm) fluss qi tAe tranY wrqa Cirxtlon at least every 8 to 10 ft (L4 m 3.0 m) af rack bngth ma eufAClem w a11ow BprfnWar nater penatradon thtouqh Ms razW ta the uat ol the flre. &Pacoa TibAi7. SwuiyyClESfRSpnMlerlhfrotlvdonMddelfrtax Type of SIn81s jdOUdtr. mulliplo-rax and pptebleqpk Stora9s' atore9e hp IX?+•?P mmbuatib?e ean?alnwe or ookd slblvw), sd16PilsO or palOllmd eroo- ua66 I, U. UI Lnd IV oy(nqnpdRigs. Cartonea unexpantled pastlrs. Certnned i%pandal platllei. WI the sEOVe aNx sncaPMIMotl or nonencap. Nepu ot m sa (s.1) a Coro4uqlpn gw Mst _....,,. 8eem and gxCar. ? a (Inpwtno dfrwood 04?plraaml Wudrtwm maf Nopa o} 1 In.ffl (64 rom/rty W eKpcaed vypendeC plmMe TYPe: ESFN psntlern, 185'F (74'C) naNnW. Loemlon: CantMine d Mwmal untinp ele. manl max4num 13 fn. (930 mm) entl mlNmum 4 In. (702 mm) bplow cayn0 PwfarADly 8 to 10 In. (t32 tn 251 my bebw Opking. K'Faeto+: 14.0 a1 ?at Minimum remae ? vsl (3.45 ber. 345 W M9 4 eDHnkNn on 3 hrartyf Ilraa. Ora Ilow- 43fem MV: WeFplpe (no tlry-ppe a PreecWn). SPaclnq' 80 b 100 aq R(7A b 9.3 eq m spaca in4. mtn4num 8 R(2.<m) and mac4num 12 k a ? W?uu u?a u ? Wt e? ? ior.q? ?R aonntasM wlwi hp1. Nw d mngs. formod by vetttea! reck upNghM helweM eaM reCk bay wifl vrowae aaeqwa nue specos. sPaoea rormauy avallebk to allow ecewale loadfny of peuet loade wW provide addl• tlonN }luea rondomly bcated wlthln sach reok Uay. Flue apaeet ve not neeeesary }or eo0d-piled or palletlzed wora9e. 2.3.2 SO!ld SAlM99 Llke aher cw(inp.oNy epdnWer arrangements, ESFA sprfn- kiers shoWO not be used to proted raok amraqas thet ?mva soUd shelves. (SpIk1 shelvee ers definod In Daie Sheet 833, Rack Staage ol Mererfals.) Becewe aolW eheNey pro- mote horaontal Gra apread whAe slmNqneousy ahteltllnp Duming Combustmle,q {rpm sprinkler discharpe, they are not contludve tp ESFp protedlon 213 Open-toP comDustlNa ean(e/ners ESFp aprinwers affould noi be uSed to protect rack stor• ape o! operftop oombusllble aontelnera. Suxeas(ut ESFA sPMnklx peRortnance depends on eufficiont epAnlApr water ponelratlon throuph the raCks to the geat of the flre. Thls Penetratlon is accornpnshetl by tllreet water spray mrough the flua apaces, as well as by runoH down the sitlea of the BfOfB(1 CORIMpf1AIB9 VO117 (h0 fOp 8111}BCOS O} thB BRaY, OpeMop cotnpueti6le conteiMrs will colled a aignikmt porti4n of yie aprlnklor water aPray. Preveming water run. Cwm to the reat of the he at the bwer tiers W stixape. Con- venlianal celilnp-oroy sPAnkfera ere s6nilarly handicappetl In lhis regard. 23.4 SpeGa1 Considasflons 28.4.1 poo} Helotft Miater 7hen 30 R f9.1 m When root afoPe K'putramenre reauti In roo/ peek ryeipht up W 32 h(5.6 m) maxhnum, ESFR epnnltlars may ba usetl H spdnklar dasifln dlarJharge pressuro la 60 psf (4.16 bet, 414 Rpe) ?atha than 50 pei (3.45 Dar, 345 kPa) as ouF Iined In 6ection 2.4.7. Mexomum atprdga helpht u sUtl 23 R (7.8 m). 2.3.4.2 Bolid MeaeNnes When ao11d meaanlnes with etora9e beneaN ara installed within a LuAding protecte0 by E3FR eprinklere, pipvide ESFR apHnkbro boneath the meuanins dso, y,Aqh no ator- age pleced Getween tha oulelde Ilne of ESFR aprinkJers beneath the moaanine end any edqe of the meannirro which (s open to the maln buildfng aree, {lmk storape haght beneath the mezianlne W 12 h(3,7 m) htgh and design the ESFq sprinkler systsm CaneMh tAe mezrenine fo pro. vlae eir sprinldera phree on two Iiree) at.gp pel (3.45 bsr. 348 kPa). Watordemantl may bo inHapOnderrt from the coil- Inp ESFR cpdnkler system. 2.3.4.3 ConvevOp NW yyelkweya F'u c°meyon eM walkways up to 8 R(1.8 m) witle whiqi een obstruG ce0ing sprinklei discharge, provldo a Ane ol ESFR sprtnklers peneeth Caeipned t0 suPPN ='NO tPrin- War3 8t 50 psi (3.45 b2r. 345 kPp), and edd the watar damand for tho two spMklera to that }or ft c?{?}? ?SFR sprlnklor tystem JpV 18 '91 11:34 P.4i33 RoYer type cOrrveycu and pMgff wslkwrpy8 wlth 50 Pere9rn Or more un:lorm openingz noM*y ars npt cOnaidered obstructlons W ceiling sprinklar tllscharge. Hrnvaver, when 1hOro +ue two or tnree Iaveis ot eonveyaa/,ralkways sp per. cent or more open, a Grw ol ESFA eprlnktero Ia needetl beneasn me irsr (if t«a ievels) « seoona lif u,rea levels) Cu+vevornvmicway. When 0""ym pr y,,Wk" am vWderVfan 6 tl (1.8 m), troat them as sdid meaeruias. 2.1 Spdnklar 9ystam Deslgn 24.1 Waler ppTaw QeSlgn thB 9pinW9r BycSem t0 BUPPIY 1W6N! ipnnldefs at a mlNmum of 50 psi (9,45 par 345 kpa) Tdeances tp ttwse requ'uemems eennot be applied. Allow 250 gaUmin (946 cu tlrrymin) for hose streeM. 24.2 Types W y).ygm Use wet-PPe eystems to enauro IrtuneCiate epoicatian of +vater whon the frst cprlnklw operatec. Do not uas ESFR spHnk(ero wkh dry plpv or preeatlon 9YsIOma. ESFR proteGion Is besed on tast daUvery ot water to the Me. wuCh dfy.p;pe and Pmadion aystema cannot ProviOe. 2.4.3 Wetei SWpy punWon. The water suppy must Ce capabte ol ptwl6np automati- Cdly Zh9 fWl watar pemMd 1Gr a oneftur durati0n. 2.0.4 SpHnk/oM Use fadory MuWal Reoemoh-APPmed (FMRGqpproved) ESFR 30nkter3 ntetl nOmUielly at 165°f (76°) (sDer911C temperature 2angs appear In the Factory MuWa1 Aesearoh APprova/ Guldo). Sprinklets near und hoatm ahoultl be FMFGApproved ESFR sprinkbrs Umppratute rpwd as reo- ommentletl in Dafa g}bet Z$ry InatilrAgyOn ol Spiinkler SlWems. Whan Nph amWent roo} level temporaturee (preater than 1pp'? ?gB•C)) preciude the use oi 165'F (74°C) retetl spdnkfers, ESFR aprinlAers are np2 autable. 2.4.$ Sprinkkr Spaeing 7he area of coveragp tor ESFp sG+nklers mey ranga hom a miNmum ot 80 aq h (7.4 aq m) w a mawmum oi 100 sq fi (9'3 &Q `n)' The diatanoe between s{ulnklera end ttie dis- tance batweenbranch Ilnea rnay f9nfls from a minimum of 8 n(2.a m) ta a maxinwm ot 12 h(3.7 m). 2.4.0 System HyiyreWlc Oesign Size ths pipe bY AydraWiC aalculauon fo rneet at Ioast Na m4dmum preasure roquvemants wltb the minimum num- ber o1 apHnklars Aowing. Uee a sprfnldvr dlaCharBe cOBlfi- Ciam (kJactort of 14A. Dasisn aU systern0 Oo suPDlY the minimum neaeatl sprinkler CiscAar6a Weasure trom the moat hydraWically remoto twelve sPdnklera, Aowkig tour epdnklers on three branch Iines. When 6fench qnea con- tain lesa•than fow sprinklera, Apw whole brench Unes ana arry neeaed additWnsl sprtnklen on an qqjacnnt 4ruicfi Une ro achleve a 12-aprinkter total. WIN thls desigr, ii b unnea eaery +n Iimit fbw velociry in owrpead sprinkbr piPtng. Nso, whan OWLiorw sPdNders are installgd beneath obeW ctiona, cornieyors, orwalkways, lnclutle all euCh sprln• Were located withln the design areaq in the tptW yyater demand. (See eections 2.3.4,3 end 2.8.4.3). Ada hose demend W spdnkler damand ai the pofnt o1 Cprmpdion. 2•5 8prGnkler System Components 2.5.1 Qeneia! Use components FMAGApproved Ia tpdnkiar use w otner- wise spedfiod es aceeptable in DaW Sheet 2$N, lnahfla. fiOR o! Sprinkler Syafems. za.z xoae ca,neeuDn: Provide permenent ama11 hose ilnes t?h In. (3g mrro, not exceedinp 100 n(3p.5 m) In lengrh, ppebla o} reeching Ap scaage arcas to afd in Ne tlghUnp and mop-uP opera• Uons. Smaq hoss may be eupplietl Vom gny pf trye IWlow- iAg: (a) a aeparate metauic pipIng system for sman nose etatlona; (b) v,yved hose aonnecUons on aprinkler dsers where auch connecUona are maGe upstream (euppy side) from sprinlder eystem eontrd valvec, or; (C) adjacent eprin. kler systemy, Z•B LOCadon an0 poalUOn of SpNnklB/g 26.1 Genye/ ESFR aprinlUera must bs preparN iocated erW Poahlened for sacoacsful peAormenoe. Corract loca{ipn witry reapect to the ceiAn9 is neceseary to onsur8 that 1h9 aprinkler will operate quiGcly. Correct posiUOn wltM reapeet to Ne top o} stora9e Ic necetsary tq ensure aCequata d{$WyuUan of weter overlhe top suAacas ot the stwaqa. Corcect pcst. tion wlth respect tv strWurW members antl obctruwjon6 to tlistribudon is necossary tp anyuro a propor eprinkler dis. charge pattern. 282 Dismneo 8etwesn RoW/Ceifing gW gpy??rg Prs1111reWy, }ho thermal sensing ebmeMS sAoWd be 6 to 10 in. (132 to 254 mm) below the roof/celling m obtain the most fawra6le sp6nkler rqsponse. Nowevar, locaung oprlnWera yco that the carnerline oi tRe thermal aanzing elo- meMa eie a maximum of 13 in. (330 mm) antl a minimum of 4 tn, (1p2 mm) bebw trye rooViceiting is aecepdble. Where roof/oelling wnstruction Is baam-anq.yirtler w penel types, ?ocata sprWUOro in We 4aya rather fhan undm Uie beams. AI tlisfancee greater than 13 tn. (330 mm), tho sprlnklar will be out oi the moat rapidty developinp tnyer ol hot geapy, resuft(ng In delayetl operatbn. •JfN 18 191 11:34 16.3 Gear Space Be/aw SprJnklers Malrueln u least y R A9 m) betwesn eprinlder deBectors and the top at ctoraga. Thfa miNmum clearenca is necu- AM to snsure arfequats disMbulion of water spray 6om t4s chargfng sprintctars over the top oistorage into 8ua spaoee and tlown the aisb facas. 28.4 CDafixtlaM m dsMbWOn 28.4.1 Generof ENecUvo Ara supPrOften requves tl'uect anN Prpmpt etmck WCn the bu?ni?ig fuel by ths apNelklar dieCh8rg0, ThBrO- tore, oba7nr11ons W dlsvi0ution antl Intarforence wj{h ihe a?? Dattem must be ?eken irno qccount In the ovar- 26.4,2 ObsVUCtip??a Ceitlnn 1Nhere epdnkler deAociay ars bcatad ep" the 6ottem af beems, plxfera, dueYS. ry?n.y?nt uphynp funuros or efher obstructlone lacazed near yis eeEiing, ppaitbn trye spdnklars so that the mupimum wrtid dlstanca hom the bottom of the obsWCtlon to the deryeetpry is Wthin the gultlellneS aPedfied In Tabh 2. Use Flguree 1 araf 2In canjunctbn whh Tamo z in posmonnV sprinkler cenectws. 2.8.4,3 ObsWcylons Lncated ge1ow thg S rinkferg When the posihon uf sprinlders with (as tiphllng 8xtur?, duas, and othor opsprxyiona?wi? than c Z n (0.6 m) Is auekf that the Table 2 defiaelpr di,tmon ebove cbstructlans are axceeded. WW1 adtlltlonal sprlnklers beneam obstrucbons, and Inclutla such sprinklers In the wWor ? dernand. v h? 7? sbsWcUOn up to 2 ft(0.6 m witle ere leeated helow a single sprinkler, but rpt belpw Mp or 'nore atlJecent eprinldara (inclytling diaqonall», er, 2) con. tlnuous o6svuGluns, Sucry aq spMkler aPin9, utility pfp. Inp or Cuctwork up to 1h (0.3 m) witle are locatsd below sDrinWep antl otfset at wm 2 h (0.8 m) horrsonteqy from tlw "111ca1 rsnterllna ot the epdnklars. 3-0 $UPPORT FOR RECOMMENDATIONS 3.1 ChuadoNsttee ot ESFq gpffnkim ESFR spnnklen ware tlavelopotl for uso apainst hlgh. dwJenpa ftrea whh Me poW a} achievin0 lq"r lose expen, entles. They maY ba ocanomfeal wkh ordinary storages as well. The sPMklero are dedgnetl to resportC SWckN ro gruwing tlras and to tlNiwr a heavy sprlnltlar Aipcharpe to PDreaa" Ma bre, ratherthan "controt.. g aa occure wlth de?d arid 'raa ?8adrop spnnklers. ESfR ePAnbers pry idor d?sch a?k on the DuminB !w! by improvrtl apnrti 6eeause o a ettecdvenesf a t eao sprLnkkra, the need fo' p?"C+0 Moraya In curtountling areas and eooNng at P.5/33 the ceNinq. as le the ease wlth the 9t9 Cwibol eonoept, is neMy eWninoted. This approeah rosults In a muM smeller Ore area and aprinkler oDeredng area than eprRrol.mpdo Protectlm, meldnA it a particWerN 9aod ohdcs wAere there are highvdue corrtents. n is Important to realiu lAat tho e/fecWeneaa of the ESRR zPiinldero tlepentl8 on the ccmbinatlnn af hst responss antl the qualiry ond etAcienoy of the aprinWer dSchprge. Mer sprinklara. fonesainB only one of Uhese chararxeristfcs, oennot be reNed upon to achleve eery 8ro aupprosaion. Td6fe2 Aa/tlonOI086CfaWhenixaMdAbovsBOtlpnW8lam aOthw ObsWetfar. $??'Morltonlel 04terco hom ?M?'apmum Dietenee Defl 80? ot Baa ? ONet Owhuetn b m a Gb9UUqbry fn. (+ruTd Lsa? fhan / R(0.9 rtd . 0? ? rt M.3 m) ro wu uMn t t4 (aey 1"6b(O.Sm) t?A11(0.3m)Wima1han 3C76) 2 h (0.6 m) z a (0.e m) m iou e?, ou 21h R (0.8 m) . 214 R(0.8 rti) to lesa then 3 R (0.9 m) 19 R(0.9 m) b lau than I 10 (2Sa) 9'A ri (1.1 m) 9h k(1.1 rro tp IseB than 12(305) 4tt (1.2 m) 411 (72 m) !o Ig¢s tlmn 15 (981) i4yR(7.4 m) 414 fr (1.4 my b Wa ihen 18 (I? a n (t.6 m) 5 h(t.S m) tp ym than ,? ? a?a n (t.7 m) s'h n (1a m) ro iess mm, 6 h (1.8 m) za fssol ESFR BprlnkNrs Nqll pMWs 0=60ent, r911ab1e proteotlon for thoae oceupqnGea that haw been ehown py teydng to ba whabts. Aa wuh eny new?echrqlpgY? oareful tletign end Gose adharenoe W the rWea gtven in this data aheet ue eeaentlU. Therefora, h+d9menra Mtendsd to e¦tond ihNr uee or amend instNfapon rcqulremantc may rlot be oorWatetu with thosa atvibuted o0 olher rypea Ot aprlnklers. Thv ohar• ecteAstica ot ESFR sprWclen aze furfryer, qlscussed In the APpentllx ot thls deta chem, . JAN 18 191 11:35 p. 6/33 CefNnp Beam Not to E:cecd or Ofhtr I3In.MOmm) ? Obst ruCli l l 4 ? Moximum Oistante I Oef leclor Above Bo1fOm Of ODatruttion Disfanee From Neor Side of Obstruction f/g. !. Potltlw wabdorxor wJyn bemed abow boltam m bwn or otlisr oDahx7an beatou at tns ceilJrp. (!o feNe 2) ha usad wRA ? Disfonce Detleelor 4bove • + 8offom Of QDsiructipn I Minimum From Neer SiCe of ObsJruCrion iy. 2. Poeib'wr d aM+nklsrs ln Ieletlan fo ubsmuGbna beat00 eierel/ beJOw yp W**K. (To be used wYh Ta0le 2) 3.2 APAycebRlry D°sphe MBIr effgwvbMSC, ESFR apnnWSra have thob Gml- taUona. They eennM be expectad to pratact OCCUPencin of high-ha:ard materiels in which fues cannot be roatllly extinguished by water, ql?, cangin stora9es such os roll tlscue. exNblt 4re eharaeteAslics uery difleraM hom rrwst corrunon etoragea. Tha ePedfic Butdelkirs for protectlon d other highdwzard rtorapes mey be very dilferont trom the requiremenq In trye dyta sheet Npr ean F$Fp qftkqry Ds used wMere kW eproetlinp fires would bo aMecte0 to pen• xate flamo honls ahead of opereting spdnklars, as wfth otoraqa M wfcartpnetl Wygke ar tlammeble UqWda In plas. tlC ODM91nirg. or 9Yppged ?yn P?C GL5f8Uid Ofl 1h9 untlereldr W the rooL The sama water ciernandg am n?OroWlate tor all BWrages tllxuaaeC In thls dara shees ESFR aprlnklen ean 6e used onN wNera sprlnidar o'harge can reach tl+e seat of the 9ra. Certain Jtwa9es oat Mrou10 PrevlrR this (a9 w(th sWW ehawee In raqca a opeA.ipP ConiCustfble COntaineB In ??? n0 uabN Proteped by anY ce1Wg.onry con-sccWm 23.2 end 2.3.3.y 3.3 Baab tor lrrotaUpGan R6quksmerW 7he N8lallatlon reQUlremenU giwn In UYS dW eheet Ne WIed om mmy taeu rMW the ESFR sprinWer. Theae tesla wero aontlw:ted to tlevebp EBFR techndopy entl W evalu. au the pedortnanoe of prolorype and proctudlon E5FR opelnkler designa In acWal Uro scenafts, Trys resWls }prm IAa Daala for bah the installalion requiramnq containsd in thu data ehsal arvf the ESFR SprinWer Approyel standard. 9A Diswitlon iiefatlne to SpeolNO InsMWOn auldaUnes 14.1 oeaeal Tha hvo ItteJar benEftsi which ESFp gprfnklel9 prpvide for waronouae taciuuea are: t) elimtnetlon oi the need tor N- raek sprlnklars lor rack atoregea up tp 25 tt(7.8 m) hlgh, entl 2) greater Aeodbility in x2rehouWn9 oAerelbn! by ellrtr bii?tillg COfICBIl15 8b0Ut mi]fCd f7DI11MOditi9b. 8e880fl01 inaeasea in volume wploh create algle stora8as, and replaceme+il azid rolOCatlon Of mcks (since Inaeek aprln- klerg are not needed, the aost Of rertqvinfl antl relnataping them fY eliminBtetl). Pdor to the advant of ESFR eprinWers, In.rack epAnWers wero roqulrecl Docauee the 5re eeverlry ot ft acoregs was 80 9r" thRt Oelling apr6tklprg alOno oputd nOt Conyal the fire, even with very hiph weter dieohprpe rates. ESFA aprin- klers wero specificely developea to suppreas theae soma scoraga flres, put ahoultl Only be wed wlthin fhe known Ooundaiies of success. 7he key ro analyzlnq an ESFR eprM- Wer appUOaqon ia W underoynG Utat with gueh a aevore Ore potentid, eny eorWipon wHch could subatBnUally tlelay aprtnkler operallon or greefly Incraeae 1ho heat roleaea race needa to be avoWd. Adhorence to the instdtation roquire- menta yreattY eManens reUabuiy. Fxperience haa afawn tAat wilh cataful plannUy e+W wpervicion, a wLafechory 4utelWion can be raadily achlavod. Devietlona tran the maximum sUawabto ram heiBM, stor- e9e hef6ht antl cammptlity hawd levels given in Table 1 chould not bs mape wyhout speeMc test data or other engl. ngarinp snalysie which ahow auch dovlaGais to be aeCeptabl0. 3.4.2 CorfpBypypq 7he typoa ot cormuucuon end maydmwn root clopa raoom- mB^dsE irt fhia sundard will allow eDrinaera to oPerate Promplly In an approprtata ppttem. qoot Configuratlprs wAich opyltl channel heat tptarelfy mpy eauyy a detay 1n 6Drftlx operatipn, aqowing 1M hent retems rate b gtow larger baforo watw Is Bpt apppad, yyhlle certain typea pr rools u'h1ch oould cauee cfwnneAng havo bsan tderebb Wr convol.mpCe syPe epdnkler ayatems, whlch In mueh kvyw aprinkter syatem Cesign aroee„ ??rate ? mo rrot accoDtable fw ESFR aprinkler cystemo, The Wnh on maAmum roof alope w1y prevent a sltuatlon ew dosest?Dut aothe wn thoe sfope fiom theacenIrom teAln M f Mhe Aro, wfdeh naod to operate !o Drovfde Ms s+PPression. ? o?l? ?de roof ebpo 01 +k In.tR (21 mm/m) hae • JAfY SB ' 91 11 : 36 P. 7/M been re'a.red yp 1411,4111 (gq MWM). An FMRC rossarch A+aJect to evaiueta roof Slopo affisoos On ESFA sprinkler - oPeretlons ahawed Yhet the 1 in./h (64 mm/min) slopa rep. rosenrs a Practical matlmum fw the Purpoce of avoldin0 a skewetl sprlnfdar oprratin9 Pffitam. The goal o( any anay,sis fnVON1119 heat antl amoke voqls _ ShOua be to Prevent dalayed sPdnWer oparatlon it the Grn stans under or near a vent Farly vent ope+atfon crould pra. . veM the butltlup oi the neat Iaysr beneary ft MO which . 14 nacessary to oparare me sprinkters. At the very mini- nuJm. wtiim +wtdartce at auromaite vems Is knposstble, m??ic'WIY oPerated types should he used with ttt9lus_ iWO olemerns ratetl 38('F (182°C) or more to allow sprim klen to oparaze betoro the wma. Plastlc drap•out.tyPe Wnts 9hould be avoided. 3.s.9 Starago q?prrgemonts fie kKent Ot thls standerd is tp ellow ESFR use fof only those sbrape urangemems and commaeiry hazard levels where elUrer i} sueceastul fira testing has 6een completed, or 2) a rigoroue engineering studY Oltows juugment on the bais ot tavoraele comparisons henreen ewstirg fra test wing data with other types ot spr{nklers arW nhs intended ftPp???n using ESFR sprinklers, 3.4.4 Sprmkler Systgm peslgn Sqrinkler aYStam da^.ign criteria is 6ayey on reaults of /ull- aeale fire tesfing. Because of tha rigorow approval require- manb Iw water dislribufion arid fve pfume penetratlon, daviatlona from tly epecifeed design raqulremarts cannot De matle, 3.4.3 SW(nkler Sygem Cpmpencray Generelly, Components that are FMqGApprpyed ta sprw kler system use am 8mqptayla 3.s.B LocN/on rrd PqslRaf pf wprinktars . There are bur lactars which naed to be mnsirlarotl when lacating aprinkter9 beneatt, a r,qpinq. 1) the e?nkler must be closa enough Io the undereWa o} tho aeiGng to ansuro tAat the spnnklar wilt dischprqe water qu(cfdy enough !o sup- Wess n+e fira; 2) the sprinkler must be loptee fdr enpu0ry ebove the mp of sWrage to aflow proper disiNpWon W Ihe v+eter tllscharge over the area covered yy ?y sprinklar, SJ obsVualons loCated honzpruly (rpm lhe aprinkler whiqi coultl IrNerfare with Proper laterp? ?willoution must ye min. knizetl; 4) ohspuctlpns locatetl beneeth the yprinkler Wliioh eould irttedere wifh ppth Wgwr distri6Won antl penstreuon oi tha Nre piurie mUW ye niinftZed. 4.0 AApEHqX, pEyMCpPAEM• pR ESRR SPRINKLEAS 4.1 HaekgrounE . The "ntinuoug Mydy of autanatiC sprinklp prptection b FMRC.tetl {o We eylaptiehment y pf a sohnlder optlmization Gragram inidated in 7868. Underthie pragrgm, astudy W,ay _ begun lntp tlroR slxs dstrt4utian gnd the aeroCynamics of aprinNter epreys, TFus ,Nprk led m the dosign m eWQs, drop cpdnWer which reoeivW Iq 5nt proetical dwnonscra- Uon In 1971 when a larpe'scela flre fost of warehousa CORIMOCS(jG,t W88 COfIdUGlBd, Blltl Il Wlrtllf18t8d Ifl 1980 Wlth FAARC's publleetion ot instatlazlvn rules tor Iarg"rop aprlnWers. In 1970, FMRC eaepted e eontmPt wNh the Unheq 3tates Firo Atlrhiriistretion (USFA) to evaluate aprinNlpr peryr. f11A/ICB In r08K7@lIQ81 pCCUpLnC188. DU71f19 1118 COUf88 Of that work, FAqqC enp)ngprs ard sci@ntista determdneC lhqt test response sprinMlers WpWtl 6e reqWred ip maintaih a gate emlronmerd in ocoupiad roaltlential ereas. Cpnsa. quenily. research with °fast reaponae?l residgntlki aP,in, kiers wss undenaken and an eryecrive prototypa wn developed by 1878. The sucoesa wrth iast responae resEVentiai spnnaers promDted FMAC engirieers !o consiper the usa of fast response sprinklers tor indutWel pPPlicatlona. kiyh- challenae firos ware of particular intereat. Slnea large-drop sprinklare hqd beCn develppetl for use agarnst hiQh- Challenge Nre9, it was natwal to 6pGCUtatp pn the b6rigft tc be derived from the use of fast reaponge iar3"rop aprinwers, fn October 1982, Wge-tlroP sprinklero wers anrred wilh last rosponae (Raoponas Tirrylndex (R71j 50) hnke antl a aetie9 of large•soalo flre lests was opndueta0 in qoubte•row rrck staaAe of ptasticS. In qcmpance with ytBndard lire Iest- inp Practloe, the Ignition point was eenterod helow four sptinklprs, Tha result ot theae tes(a cleatly demonsVated Ihat a dramAUc Improvement in the protection o1 Rlphtrial- lenga hazards caWtl ba aChieveq py Compining Ipyt roaponsa with a sPAnMer po=se9sinp high suPProssion capability. FolIpwing the lerpe-SCaIB tpsts, a aedes otintermediate ecaie testa was conduqetl t0 study the efJect3 cauaetl by cheng. Inp valious parametore. In theye tesia, fast resppnse larpe. drop sprfnklers wete not es etlecUve wfien the IgnMlon ppiM was locaietl dlrsctly bebw a sprinkler, Thls problam tg causetl by a hotlow spot !n the dlschargv panom, locafetl direclly beIOw tFfe spNnldor, A fi?8 9tarled in thls ereA Ihay devebp ,,ygry ifgfe hintlrance from the sprlnkler tlischmge, As the 6ro plume davelopa. it cauces the dlzoharge pat. Um tO oPen uP further and even bse wpter will reach ye erea diroMy below tha epAnkter. The 8re witl acpn mach a 81ze whew early auPPress(ort rannot pe pprylgvetl. Altnouph Ihe extsnt M thls dt((oierc, wp? newr quantl- me de here the the ?ePvelkol peq ulnrwncee w?apDrthg oximate hat of Iqige.tlroP aprinkkrs havin9 normal spftliviy (R71300). The beneftts pf hst rosponsa wIB trien ba loet. Obviously. BSfR sprinklere rrwst parfortn at an aceeptable 18ve1 regerdleas oi Na Woetlpn ot the Ignltlon pplnt Lergy, tlrop aprinklen, MereFOre, were not suitaWQ }pr MFR ptir, A03cs for ihe cenCltlons tested. However. flfe testa cona'ctetl witti last resppnse larpe.droq eprlnklere aitl Pmvo that the ESFR concept was Wapte. CMsequer»ly, JHN 18 191 11:37 P. e/33 Pafla PNRC dacidetl, in acmrdanoe wUh the mbalan W the spdm kler optlmlxatipn proprazn, ta undertake the dovalopment 01 ESFR sprinklere. 12. 7hsory The iheory Is thaz wf6Ci0rrt sprinkler water disctiarge In the earlY Phaseg of A firo ean wppress the fire 6efor9 a sovere tire plume is genereted. A severe 8re plume edvusely aHects sprinkler protocrlon in two ways:l) the saon9 Wdreft created by the 11re pluma Omfnieties the amount ol water actuWy reuhing the burninp eurfaceQ p} lryg ppmbustiblea Dy eqher vaporiring the watar epray nr carrying it away, making fire suppresaion difficWt to achlgva, and; p) the hlgh heet raleeae eosodated with a severe Are plume cauaes cprinklers distsrp hem the actua! 5ra eree to opan, reeWt- ing in an inaeased water damand and exceaWva water damege. Standud sprinkera, beeeusa Ihay pp9f819 mpro alorvly and prrniCe less eflective apnnkier discharqe then ESFR sptin- klere, aperate on fhe eoncept o} flre conVOL Wiih stan• dazd sprinklers, n aftere fua plume wGl develop durinA the caurse of the fve end persist tor come Sime until firo Con• Vcl IS aCNeved, The concept of fire corttrol is W provida ouf- ficlenl sprinkler discharge to retard and control flre spreetl through Ihe oparaGon of approximately yp tp 30 sprinklara. According.to tnis concept, sprinklers ara axpeMetl to pra vent 6re fram aproading bY elDwly retlucing its intansity antl by sufficieniy prewerting the surrounding cpmbustiblea so thet they do not Ignite. At the same time, sprinkler walw Is expeCtetl to aDsorG heat and W cool the burning aWC• ture, iriquding sleehvork, thereby prevenAtp struCturol faib ure antl tollapse. ESFq sprinklera, an the oNar hand, oAerate eeAler in Me fice then stanCary sprinklCrs, and pra v'de tlischar8p adequare w supprM He (re before a aevere fva plume tlevebps. In principe, euly auppreasion ia determ{nep Dy three facton which pn pa intlepen• denny measurW; n:ponae tlme irulez (RTi), gctuaI del{v- eroa density (qDD), and reqWred delivered denaity (RDD), M HSFR sprlnWermust posseea epeciTic propertles related W these thrae lactots. Syetems lhat haye nW Daen Eesipned to atldreu all throa of these faMas cermpt pp felted upon W achieve eaAy Gre eupprsasion. A Eiscussion ef each o} thesa three faetors IWlpws, Responso T'rme lnder, Reaponye dme index (RTI) Ls e mea• surable expresaipn ot tha sensiUNry (or respanstveness) to femperaaao change ol the tAennal ayrsing glement a} a aprinkler. The more tesponsive the elomwrt is pp tempar. aWra chanqe, the bwer the Fi17 velue, The RTI of a cprin- kler mptlet generally vafie5 IjtUp wilh the sprlnklCr temPerature raUng. SPdnkler responrg tirtw }pr aGiven Aro Waatlon k tleter- mine0 by the eprinkler R71 valup, the aprinWer temporeluro raUn9, and by the iocatlon W the aprfnkkr relaiiva to the fire. However,beCeuBe Ot 1fumW kg OI tha ihem'IBI aena. bv element'6 mess, the gas temperaMro npw the sprin- kler mey subsfandally azceed the ratad temperature heforo the sprinWer operatas. Thls may nepete the ebllity of e aprin- Wm with a hfph ATI to acNeve auy Are euppreaelon, DeCause weter appGCation trom the Erst aprinWer to oper- nte will ocar, too late, whlla the hea[ rel9aae reto end fUe ptume velocity ue inoreaaing rapidly. Smell fne9 eregeneraly easier to suppress than larg9 pnes. tt foGowa, then, that the eooner the Sprinkler system CHec• Uvely discharges waWr, the iees water wi116e neatletl to sup- press the fira FOr e given temperalurp ratitg, gprinklere wlth a tower RTI will operate aooner In a rapidy Arowlnp firo, providfnp sprinWer waler WSChatpg pnto e smaller ire. Requtretl DoJivored Oemlry. Aequintl delivered denelty (RDD) u the meaaure ot a partiwlu hazard'e suppressiWl- !ry. RDD can he deMOd as the delivered denairy reqWred 10 aehieve Bre suppresslan. The rrlue of RDD depentls on the Tire size at the time of !he nppllcatbn of water. Actual Da!'ivered Dena/y. Aqua1 tlellvereO tlenaity (,qpD) u the rate et whieh waler is actually tleposisod by the oper- aUng apdnwots onro the top haiwntal eurtece of a bum- Inp combustlble arroy. AOD Is a measure of the cprinkler dislnbuUOn pattem and penetrafion capaWlity in tha pres- ence of a fire plume. P.s the delay in sprinkler acWatlon lengthena, tlu fire d=e increases and the ADD tlecreeses. ADD is a tuncUOn of lire pume veloClry, ihs drop momen- tum antl size, and the diatance the tlrops must uavel. 7hrae measurements-qil, ADD antl AOD-Na the cauroi- Gng faelors tfat define the timB•dvpendent naturo 01 early fire eupprescion, In theory, Ihe sutler the water 1s applieG to e growing flre, the lower Lfe requfrBd del(vered densiry will be and the greater tna actual deliverod denairy will be. In other worda, the faater the eprinkler reapanso (bw R'fp, the lower fhe RQD and the hfyher the ADD. Converaely, the later the water is appliad (high RTi), the nigner the RDD and the lower fna ADD. When ADD is Iess ihan RDD, the eprin• kier tlitchergs will no lonper be euMdent to acNeve eerly flro suppression. Thus, it ic dear that eaAy Ore suppres- elon tlepentla on oorroct InsWlation o1 ESFR sprinklars whiCh me& the peAOrmsrfce Criteria relatetl to the RTI, App and R00 factprs for the harsrd being protecteE. FlgurB 3 ahowa !he generalized cancepl that early suppression Is achievetl when the ADD ezceeaa the ROD. Numerouo tamis have bean requfretl to Oevalop en pGCept- Bbl6 spAnklar. ProeBntetiDn h0rp Of NI the IIIfMm3tIW1 I9 not fee6ible. How6ver, !n the iollOwing axGons, the more lmponant lntlimgs are summarized and Clsassetl to the extern neceaaary lor an urWerstandtng af ESFR sprlnkler protectWn. 4.3 Davefopment For E9FR aprnWer tlevabpment purposea, a!1 apparetus Was ae+mbPed to Quanuy both fin bshavia and sprinWer performance. Then tAO conceptc devetopatl wore verifiea by iire uatinp. JpY 18 '91 11:38 441 Apparetus RTI Lv rtnasured usirp 1Me Plunge Test APDarau+s. In a Dlun9° rest• 1he aprlnkNr is aufJdertly trnmareed in a uN• ram Qas 1bw of cbn+rarnlsmparewrr and wlociry. The nc0- vetbn time defuminas ttfe sprinkler yme eonatent, W?dcb 3 rron 1911 { ??:oi.w?Illll ? M ?m, ion. o illfllllli 80D tm f19. 3. GeneraNSed NODMO coneept. ean be usetl to predlM the aeUvatlon time in any fve onvi- ronment tlefined in terms af temperature and vefocity verow time. 7he HTI value }or a epdnkler is the produet of thQ $Prinkler tlme censtairt and ihe square root of the air velocly. RDD la tletertninetl using a spocialfy Ceslgned water appli. cator in eonjunction with a large.caputiry calorimetar calle0 the Fre Products Colloctor. The water applicatw uap a 6ys- tem of vnail dosery spaced nozzles m tle9ver a Imown rale of warer directly onto the top surlace of Ihe burMnp fuel vray. 7fw fire environmern o} a pamCular storoge array ln terms p1 temper8tun and veloclly versus pme Is defined by knowinp lho HTI of prototype E$Fp 6Pdnklerg and py uainp the F've ProCucts Calleator. T1Ue IrAOrrnaryon is uced W pra- dict exPected ap,inkler opempn. when qUS pretlicUOn is InPL-t into 8 computeAzed heu•release-rate monitoAng eys. tOm, flme W wm on tAe water applicator la known, aNOw- Inq tletertninatlon of the RDO naetled to suPPRSS a 8re In tM1a parlicular atorage arrey. eY `arN^8 thr water aPPpca- tion rete in repetrM twty, minfmum R00 needsd to xnleva aaAy 14e suppreaalon in a partit,ylar sconge arrey ia pinpoinled. ADD M eprlnklen b detemWey usbV a speNally dealpnetl aur6'^ated system tor measutlnp tho water flux (denslH) a} iDruycler sprays. The syctem iy coMpN54tl of a Nro aouree, simulatsd eommpdryes, end an ADO measuring sygtem, Uslnp a predsey Conpoped hoptane epray Rre source sfm. ulatea Araraslative eommodlfles , and a computarized watar caiemlon $Atem, eha apperttua deHnes the ertwurrt of spnnlder yqey ttW ayaffy pgnouw" 8 flre phune antl ia P.9/33 tlepoeked on to the top harizontpl aurface of a burNnp com. bustlbls array. Heal-releays rates detertnlnetl }rom ROD toadnp aro elmufa[ed. M enpysis of ADD deta is oorrr, pered to H0D requlremenla ro deterrnins whether a aprlo- Wer le capable of provltllng yn ADD In extess W the requned HDD. II so. ihen earty euppreuipn wpWd be eMeoteC ln n roa1-Bte Rm; if no4 early suppreasbn would rrot 6a expectee in a reat-ufe 6rs. The ma?or tactpra that aNect ADD end that can De moasured using the ADD apparatug are 1) ???nsiH of the 140; 2) clearance bNween gprinklaB antl the top ot ihe buminp array; S) spedng of aprlnMan on pip- Ing beneath the oelling; q) aprfnkler dlscharqe preasure: 8) nwnbor of diachsrping aprinWers; s) are ignillon txa. tion with rsspect m sho dischprglnp spnnWers, and: 7) sDHn- kler chsraoterladce, suoh na fleomety erfd unitormiry of waler densiry and tlrop eize distributbn. 412 Fuxsca/a F/re reare Full-scele tire teaq were Conduqed udnp an ESFR prota type aprlnktar. Thls protorype had bean teotatl using the ADD apparatus and h8tl DBen ehown tp be lheproticaily capeble o} providinp early Bre auppresslon in actual full- scale storape arrangements. The purpoca of the tuh-scale tasdng wea hvatold: 1) to conryrm ihs validiry of the theory ttiat s 6re wAI be auppressed when ADD axeeeds RDD, and 2) W esiablisn ESFR aprinkler eyuem hydrauGc tlesign cri- torla. Both of theee purpoees wers epnfirmed by tuUwcale tesk. p summary of these firo taets Ie prOeented in Table 3. Futl.scele fve testing dia oondim the veltdiry of the EsFR concept while aimullaneouary providing data to pamit deter- minulon of ESFq spriNclu syatem hydrautic Cesign oriterla 4A Ratrofk ConSIderati0ns When evaluatinq the polentlql fir ESFq $pdnklers to pe ret. rofllfed into oxdsting 6prinkler syatema, the tollpvAnp It@rne shoultl be congrCered: 1• Bacause of the critluyity of mginkyfllng proper CcUfng•t0. lhermpt sertsing slement tllslanees, and thr fact Ihat fhe vast mejority of eyJcting aprinkler eystems uss updght cprin- klere, retra6tting the pendent ESFq spNnkki to an ezist_ inp syatem coultl require maJpr plpinp rebCatlon. 2. 7hs presCnca ot existlnp 6pptinp. duelwork, Nc., may aeate obslrucUona to tlisVibmion. 3. 3pAnldar systems orlpinplry tleslgnscf lor higA.hszarC storapea aro u6ualy mwe able to 6upply ESFR water tlemellds M8n fhpYB dGllgnBd fW (OW 10 7110tle181e hASAfdL A ceilfng s"tem tlYefaned bt u1e wilh In.rack.apdnklara wourtl have :ipnlneentry leas pPaclty then a cadinQ ays. tem deslgneG wlthout In-rack apqnklen becauaa of tha pedit p'rven br use of ln.rnk sprlnWars. . 4. The most hydrauUcally favora610 ayspems are loop6. }cllowatl 6y tr0e-shaped systemt and prido. 5. CalCUlaGOnsgenerallyshowlhat a Syytemcapabteotpro• viding 15 k- 11.2 (large-WOp) Sprinklers pt5p psf (3.45 bar, 345 kPn) woultl alao be capable of suppying 12 k+14.0 6PrinklYre Ot 60 Pd (9.46 her, 345 kPa). N07ER 'rem 4 s. aw ?o n. eNiene e AmsAtAa.+im a. ?eepoqAeN..?a fMxc al. mnartrn 'vos? ee?ro em m?rw,n ?1 xotah m slwlf mEnnm hoei 'W diL K?mdeTaWkdla, ' 41sDdlY rvWmed al t W. '*D4y relutwd tl 221: )-A? e !- -_- n A' aiinA a ma3w aRMu oamM +aaaa? onmu I s . 1 75 5/11JE YQ3?9 16?YL9 Id7/BB 743N9 Sm5A0 CM'ntl Cmlaned E E Piasft C Sk e PiCle . fay1C? me Fp ?l'' PM'i!` wm Ep? raro F/Y PoI llh? mr E V"d AoiYgp OAMMS Wus Cmes W dwm . om Mtett Tr4s iClt R,ON?t RuY Ha9 Ruk 11aar Ram R? Raaq e A?pxk ppr ?.t .. ay ? Ww 1,ma xm f6?p llon i ?3-6 I/i 146 !Sd 150 244 S 5 3 S ? 6 14 fl H A 74 i? 1? 7-10 E-1 i 344 t? x-10 u•io sc u+? a 4 4 t t : ? z f1 165 H N 1< 1i 14 IR 1$ 756 SS IS t35 SJ 60 60 Sp y? Sp laxle lXI2 ]OY1O tlKtO lO%M 10x10 IOX10 cmf GiF 1( K r K R SO 'A 50 SO 75 70 0:23 944 0A 0:96 032 -145- 4,04 2.149 729 RY7 W9 7:19 732 20! 1 2 1 44 1 p 39 192 99 23PJ 69 2399 651 141 pS5 1 Wy YK ri6 Yes Ytt Ya Ya H9l ph Lmp 1'b JnV Het Setn No.fomp Lpb ?x s 1 23 F% n nx M1oa xmrc a uan Neogme LOJ WA f171 14Y1 RSt NA 0O83 N71 WA K4t WA WA _ 44 Kh1 F'A WA WA WA ti dN ? ?N m 0m 9 ~ r ? ? M C m ? r w W •JAIY 18 191 11:39 E4pl dThe rium6er a vaAebNt involved In syatem dsalgn mekea a dlflcWt ro fortnWUe any SpgCft 9UideIleea reperd. inQ retrdoreame+H. Each cys[em tua 1o be avdwtetl on fcs own merits, baaed OenaalN uPpn wtw ehangea ere naodod W aohdeva Ne lergest dernaae in Metbn ioas. 4.6 Coat ConsldsraHOm (New SyyMs)-FSFp Sprin, . kqrs rtths CaWng ya Smndard gptltUklsn atthe Ceiling PWa lMtackSp+InklOrs COS1 cenVarisons br new eprinkkr affl" to protect 25-K high (1,8 m) tl0ubtaroxr rack Storape of unefcpanded Ptastla In a 30-R 7flgh (9.1 m), 40,000 ay R(3T20 aq m) bwlding indkwe that ESFR sprinkler systems uo leas 0090N ftn provFdinp atandard sprlnklera at the cellinp and M tha racka. . Where e stron9 wrter aupDN la avallabb and a pump b : Mot needed tor elther rype of ayqtem, the cpat of an ESFq eCn^I4er sYStem is epprozirtiateN 75 perceM af the cost of Csiling plus in-ractc sprinlder systerrty, NRwre iho water wpply is adequafe tor a ceAing plus in- ruJC apnnkl0f system, but not adequate (or un ESFR apAn klar system (I.e., a flre pump ia neetled), the cost of the hw lypw o1 sprlnkler systems woWd bo aAproximuey equol, Note: NFpA 13 ala0 covers instaltetbn of ESFR BpAnkler9. wph some aUpM deMefions Vom this sfantlud P.11/d3 ? ?? CqmL goiVroher 1990 ? OPUS CORPORATION OESIGNERS•CONTRACTOAS - DEVELOPERS 800 Opus Center 9900 Bren Aaad East Minnetonka, Minnesata 55343 16121 936-4444 Mailing Address P.O. Box 150 Minneapolis, Minnesota 55440 Fax (672) 936-4529 May 7, 1991 City of Eagan 3830 Pilot Knoo Road Eagan, MN 55122-1897 Attention: Mr. Joe Merchak Reference: Kraft/American Fruit Expansion 2864 Eagandale Boulevard Dear Joe: As per our meeting on 4/15/91 to discuss preliminary design issues on the above referenced project, Opus agreed to provide backup information to substa'ntiate direction we intend to take in finalizing the plans. The attached fire protection sprinkler information includes Early Suppression Fast Response (ESFR) heads/system being used in the remodeled Dry Goods, high challenge large droplet heads/system being used in the new cooler and freezer. The freezer system will be on a preaction dry system to protect from freeze up. The Factory Mutual (FM) Loss Prevention Data 2-2 provides information on ESFR sprinklers, and also evidences FM's desire to not use heat/smoke venting and draft curtains. FM Data Sheet 2-7 provides information on installation rules for large droplet systems, again with the FM desire to not use venting and curtains. FM's data sheet 8-29 is provided as general information on refrigerated storage buildings. The final attachment is the language that exists for the 20' wide driveway and utility easement that Kraft/American is utilizing to achieve the 60' setback allowing for unlimited building area under the code. Opus believes the language as stated, will provide protection of the easement from being built on in future development work on Lot 3. Affiliated Companies: Dpus U.S. Corporation, Opus Architects and Engineers, Inc., Opus North Corporation, Opus South Corparation, Opus Southwest Corparation, Normandale Pmperties Inc.. Opus Properties Inc Chicago • Milwaukee - Minneapolis - Tampa - Pensacola • Phoeniz - San Diego • Seattle ? Mr. Joe Merchak May 7, 1991 Page 2 We trust you will review the attached information with the other appropriate officials and will respond to me if you have any concerns. Thank you for your help and cooperation. Sincerely, OPUS CORPORATION '?cott Larkin , Senior Project Manager Enclosures cc: Larry Everson SBL/aw . - EARLY SUPPRESSION FAST RESPONSE SPRINKLERS MODEL ESFR-1 PENDENT, 14.3 K-FACTOR '/2- I121mmI MAKE-IN _ :CTOR I?/e OT.6mm) TEMPERATURE RATiNG t-Frame 4-Hook 2-De(lecror 5-SVUI &COmoression Screw 6-Link Assembly (90.Smm) f12.]mml 7-Butlon 8-Gasketed Sprinq Plata 9-Ejectian Spring FIGURE A MODEL ESFR-1 EARLY SUPPRESSION FAST RESPONSE PENDENT SPRINKLER ASSEMBLY GENERAL DESCRIPTION The 14.3 K-factor Model ESFR-1 Early Suppression Fast Response Pendent Sprinklers (Ref. Figure A) are intended to be used, for example, in the protec- tion of open-frame single-row, dou6le- row, multiple-row, and portable reck storage as well as palletized and solid- piled storage of most common materials. The materials may be stored up to 25 feet high, in buildings up to 30 feet high; however, since there are limita- tions on their use and since new ap- plications are being evaluated, the authority having jurisdiction should be consulted to verify the latest installa- tion standards. The ESFR-1 Sprinklers, which produce a hemispherical discharge pattern below the deflector, are primarily designed tor use with severe fire challenge installations. They may, however, also be economical for use in the protection of ordinary storages. The ESFR-1 Sprinklers have a unique patented frame design which substan- tially reduces the frame shadow ef- Printed in U S.A. 9-89 fects that normally tend to produce non-uniformity in the spray pattern. This feature, in combination with a novel orifice seal' and new link mechanism design' provides the ESFR-1 with the very latest in sprinkler technology. APPROVALS AND STANDARDS The Model ESFR-1 Early Suppression Fast Response Sprinklers are listed by Underwriters Laboratories Inc. and ap- proved hy the Factory Mutual Re- search Corporation. The sprinkler ap- provals only apply to the temperature ratings and finish stated in the Techni- cal Data section. waxlvnvG The Model ESFR-1 Sprinklers described hereirz rrcust be inst¢lled and m¢intained in compZiance ruith this document, as well as with the ap- plicable stand¢rds of the National Fire Protecfion Assocdation, in addi- tion to the stand¢rds of any other authorities haoing jurisdiction. Failure to da so m¢y inep¢ir the in- tegrity of Lhese deuiees. DiSLXARGE IN LL5. GFLLONS PEF MINUTE (GPM) ioo izo iao iso ieo IT ?,0 _ 160 ? i5o ? ?ao a 130 ? 120 ? I10 ? ?oo i 90 eo ? 70 0 60 so I - i; - - ? { - - _ }P ry - I s P k 10 - - - - - ?° zo a? i 5 12 9N ei >_ 6? 000 450 500 550 600 65D i00 750 OISLHAflGE IN LREflS GER MlNlliE FIGURE B NOMINAL DISCHARGE CURVE The owner is responsible for main.- taining their fire prot¢ction system and deoices in proper operating con- ditian. The installing confractor or manufacturer should be cantacted relatiue to any questions. ' Patent Pending TD598 , . TECHNICAL DATA The 14.3 K-factor Model ESFR-1 Pen- dent Sprinklers are rated for use at a maximum service pressure of 175 psi. They are available in 165F and 214F temperature ratings with a natural brass finish. The nominal discharge curve plotted in Figure B represents the flow "Q^ in U.S. gallons per minute (GPM) as determined by the formula: Q_ K-Fp- where the nominal sprinkler discharge coefficient "K" = 14.3 and "p" = pres- sure in pounds per square inch (psi). The sprinkler Frame is cast aluminum bronze; the Strut and Hook are Monel; the Deflector and Compression Screw are phosphor bronze; and, the Button is commercial bronze. The two halves of the Link Assembly are nickel and the Ejection Spring is Inconel wire. The Gasketed Spring Plate consists of an Inconel disc spring that is sealed on both its inside and outside edges with a Teflont gasket. The Link Assembly has a thin, black resin type coating which will protect the Link Assembly from deterioration which could otherwise be caused by normal atmospheres. The coating is not intended to provide protection against altack by corrosive media. INSTALLATION The Model ESFR-1 Pendent Sprinklers must only be instatied in the pendent position. Only use the Model F872 ESFR Sprinkler Wrench shown in Figure C for installation of the Sprinklers. CARE AND MAINTENANCE Automatic sprinklers must never be shipped or stored where theirtempera- tures will exceed 100F/38C and they must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified or over-heated sprinklers must be replaced. Care must be exercised To avoid damage to the sprinklers - both before and after installation. Sprinklers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. NOTE Be(ore closirzga fire protection system main control oalve far mainterz¢nce work on the (ire protection system FIGURE C MODEL F872 ESFR SPRINKLER WRENCH whdch it controls, permission to shut down the ¢ffected fire protection sys- tem rreust be obt¢ined from the proper authorities ¢nd all personnel who may be affected by this action must be noti/'fed. It is recommended that automatic sprinkler systems be inspected quarterly by a qualified Inspection Ser- vice. WARRANTY Sellerwarrants for a period of one year from the date of shipment (warranty period) that the products furnished hereunder will be free from defects in material and workmanship. For /urther details on Warranty, see Price List. ORDERING PROCEDURE Sprinkler Assemblies: Specify: 74.3 K-factor (specify temperature rating), natural 6rass, Model ESFR-1 Pendent Sprinkler, PSN (specify). 165Fl74C ................PSN 58440-1-165 214F/701C ............... PSN58-440-1-274 Separately Ordered Parts: Specify: Model F872 ESFR Sprinkler Wrench, PSN 56-872-1-001. PATENTS Certain features of the Model ESFR-1 Sprinkler are covered by U.S.A. Patent No. 4,580,729. There are patents pending on other features. CONVERSION FACTORS Parenthetical metric conversions cited herein are approximate. 1 inch ? 25.400mm 1 foot = 0.3048 m psi . 6.895kPa - 0.0689 baz' - 0.0703 kg/cm2' 7 Ib. = 0.4536 kg 1 U.S. gallon ? 3185 dm = 3.785 Iitres' 'NOt recognized International System units. WEIGHT The nominal weight ot the Model ESFR-1 Pendent Sprinkler is 0.37 pounds. t DuPont Registered Trarlemark OO Registered trademark of GRINNELL COfiPORATION, 3 TYCO PARK, EXETER, NH 03833 iyoi NIKING HIGH CHALL[NGE° LARGE DROP SPRINKLERS 1. PRODUCT NAME Hlgh ChallengeO Large Drop Sprinkler Model A Upright 2. MANUFACTURER THE VIKINC CORPORATION 210 N. Industrial Park Road Hastings, Michigan 49058 U.S.A. Telephone(616) 945'95011 tasvlink s-tailbox: 62884145 Faa_ (616) 9d i-9599 Telra: 22fi400 . 3. PRODUCT DESCRIPTION I hr \'i6ing High Challenge" Sprinkler is an upright, large drop sprinkler_ The cpruikler produces large water droplets through the use ot an entra large orifice and a speGnl double deHector. The Inrge water droplets provide the re- yuired mas, lo penctrate the (ire plume of srvrav tires This characteris[Ic per- mlts direct wetting of the burning fuel while cooling Ihe atmosphere. 4. TECHNICAL DATA See Chart ior list ol approvals. Rated to VS PSI (1207 kPa) wa[er work- ing precsurc. I a(tury teti(ed hydro,slaUCally to 50) P51 (3J47 kPa) °K'Factor-Nominal 71.2 (157 metric) Oritice Size-Nominal 0 64" (16.3mm) DeFlector Diameter-3-5/8" (92mm) Overall Height-3-S/8" (92mm) Fini.,h-RrasS Materials. Frame-&asz Casting UNS-C84400 Levers-Brass Casting UNS-C84400 Screw-6rass UNSC36000 DeFlector-Brass UNS-C26000 Cap-Copper 102 OF Link-Eutectic Solders bb'aterway Spring-Nickel Alloy Seal-leflon" Tape Sprinkler 113 Sprinkler Nominal Highest Frame Temperalure Tempcrature Rating Normal Ambient Paint Classificalion (fusing Point) Temp. Allowed Cobr Ordinary 160°F( 71°C) tUU°F( 380C) None Intermediate 220°P (104°C) 150°F ( 66°C) White High 286°FI141°C) 225°F(107°C) Blue Upright Defleclor with Thread Appmvall Pintle Size NPT Inch MM Ul3 ULC3 FM NYC VDS FOC $t. ndard ReYPonse 314 20 A A 13 A - - StandarJ Respnnse2 112 15 A A 17 A - - °A"-0enotes'160°F, 220°F, 286°F and nickel plated with wzz coafed link in 1600 1 and'IZO°F. ..11..-Uenotes 160°P. 220°F and 286°F. ' i nis Chart shows the listings anA approvals available at the time of printing. Other approvals are in process. Check with the manufactumr for any additional aUProvals. lApproved (or retrofil use only. 3UL and ULC currendy IisreA ac a spetial purpotie ex(ra large ori(ice tiprinklur. 5. AVAILABILITY AND SERVICE Viking sprinklers are available through a network of domestic. Canadian, and international distributors, see the Yellow Pages of the telephone directory (listed under "Sprinklers-Automa[icFire") or wrile to The Viking Corporation. 6. GUARANTEES Viking agrees to repair or replace goods found to be defective-in material and workmanship for a period of one year from date of shipmenL For details of warranty, refer to price list. 7. INSTALLATION WARNING: Vikinq sprinklers are manu- factured and tested to meet the rigid re- quirements of the approving agen .ry. The sprinklers are designed to be install- ed in acrordance with recognized ir'stal- lation standards.Deviation from the standards or any alteration to the sprink- ler after it Ieaves the facrory induding, but not limited to, painting, plating, coating or modification, may render the sprinkler inoperative and will auto- matically nullify the approval and any guarantee made by The Viking Corpora- tion. A. Sprinklers are to be installed in ac- cordance with the latest published standards of the National Fire Protec- tion Association, Factory Mutual, Fire Offices Committee, Assemblee Plenierc, Verband der Sachversicher- er or other sfmilar organizations and also with the provisions of govem- mental codes, ordinances and stand- ards whenever applicable. High Chal- lengere Large Drop Sprinklers must be installed in accordance with the recognized large drop sprinkler rules. B. The sprinklers must be installed after the piping is in place to prevent mechanical damage. Before instal4 ing, make sure the appropriate model, style, orifice size and temperature rnting is used. Apply a small amount of pipe joint com- pound or tape to the male [hreads only, taking care not to allow a build up of compound on the sprinkler ori- fice. Install the sprinkler on the pip- ing using the special sprinkler wrcnch only, while taking care not ro dam- age the sprinkler operating parls. (Any o[her type of wrench may dam- age the unitJ DO NOT use the sprinkler deflector to start or thread the sprinkler into a fitting. G Sprinklers must be handled with care. They must be stored in a cool, dry placc in their original shipping mntainer. Never install sprinklers that have been dropped or damaged in any way. (These sprinklers should be destroyed immediately.) D. Corrosion resistant sprinklers must be installed when sublect ro corrosive a[mospheres. When installing corro- sion resistant sprinklers, care must be A < y w ? n ? o o .c - m ? a ?l V l c 0 3 b ? v ? m A m x ti z n C 2 n taken not to damage the corrosion resistant coating. Use only the speo- ial sprinkler wrench and immediately replace any damaged units. Sprinklers subject to mechanical damage must be protected with an approved sprinkler guard. Sprinklers installed on wet pipe systems must be provided with adequate heat. After installation, ihe entire sprinkler system must be rested in accordance with the recognized installation s[andards. The test is applied after the sprinkler installation to insure no damage has occurred to the sprinkler during shipping and installa[ion, and to make sure the unit has been prop erly tightened. If a thread leak should occur, normally the unit must be removed, new pipe joint com- pound or tape applied, and reinstall- ed. This is due to the fact that when the joint seal is damaged, the sealing compound or tape is washed out of the joint. 8. MAINTENANCE NOTICE The owner iti responsible for maint. ining the fire protection rystem and devices in proper operating condi- tion. For minimum main[enance and in- spection reyuiremenls, refer to the Na- tional Fire Protection Association Pam- phlet number 13A, "Care and Mainte- nance of Sprinkler Systems". In addi- tion, the "Authority Having lwisdiction" may have additional maintenance, test- ing and inspection requirements which must be followed. A. The sprinklers must be inspected on a regular basis for corrosion, me- chanical damage, obstructions, paint, etc. The frequency of the io- spections may vary due to corrosive atmospheres, water supplies and ar tivity around the device. R. Sprinklers that have been painted or mechanically damaged must be re- placed immedfa[ely. Sprinklers show- ing signs of corrosion shall be rested and/or replaced immediately as re- quired. Sprinklers that are 50 years old shall he rested andlor replaced as reyuired. Sprinklers tha[ have oper- ated can not be reassembled or rr used, but must be replaced. When re- placing sprinklers, use only new sprinklers. C. The sprinkler discharge pattern is critical for proper fire protec[ion, therefore, nothing should be hung from, attached to, or otherwise o6struct the discharge pattern. All obstructions must be immediately re- moved or, if necessary, additional sprinklers installed. D. When replacing existing sprinklers, the system must be removed from service. Refer to the appropriate system description and/or valve in- structions. Prior to removing [he system from service, notify all au- thorities having jurisdiction. Consid- eration should be given to employ- ment of a fire patrol in the affected area. 1. Remove the system from service, draining all water and relieving all pressure on the piping. 2. Using the special sprinkler wrench, remove the old sprinkler and install the new unit. Carc must be taken to replace the sprinkler with the proper model, style, orifice size and temperature ra[ing. A fully stocked spare sprinkler cahinet should be pro- vided for this purpose. 3. Place [he system back in scrvicc and secure all valves. Check the replaced sprinklers and repair all leaks. Sprinkler sysrems tha[ have been subject [o a fire must be retumed to service as soon as possible. The en- tire system must be inspected for damage and repaired or replaced as necessary. Sprinklers Ihat have 6een exposed to corrosive products of combustion, 6ut have not operated, should be cleaned or replaced. Refer to the Authority Having Jurisdiction for minimum replacement require- ments. 9. LARGE DROP SPRINKLER ACCESSORIES Sprinkler Wrench Size: Fi[s both 1(2 inch NPT and 314 inch NPT Sprinklers (Part No. 05718C) Sprinkler Cabinet $ize: For 6 sprinklers (Part No. 03985A) 12-5(8" (321mm) Long, 9-1/8" (232mm) High, 4-1/8" (105mm) Deep Finish: High Gloss Red Enamel Finish ._04!24/91 30:51 12414 359 1004 FAIEA-YILWAiTKE& 0002/015 Loss Prevention Data Z-? Marrh 1890 £uperaedee June 1989 INSTALLATION RUL.L°8 FQR SPRINKLER 5Y6TEMS USING LAHGE-OROP SPRINKLERS TABLE OF CONTEPfTS • tA SCOPE page 7his standwd providea guidellnes for tha tnsteuatlon 1.0 SCOPE 1 °1 ?9?roD BPrmkiers In spednc high ehaeenye ................. .........«........... «.................. I ...,.... pCCUp8t1Ct03. 2.6 LASS PREVENTON RECOMMENDATIONS ........ 1 2.0 LOSS PpEVENTION RECOMMEMOATIONS 1 Constructlon ............ .......... ...... __ .................... 2 t . 2.1.1 rypes ...................... ........ ......... .._........... 1 TaWe 1 Arovides a aummary o1 rawmmentlatlons. Speeific 2.1.2 Stael Protectlon ............................ _......... 3 guldBAnea fdlow. 2.1.9 Heet and Smoke Veming ....................__ 3 2.2 Occupancy ..................... _.................. ............. _ e 2.1 Gonstructlon 22.1 General ................................ ................ _.. 9 222 Storaga ArtangemeMS ........................... 3 21.1 7ypea . 2.3 Protectian .......................................................... 3 ??rap sArinklars are axeP?e tor use wfth the fol- 2,3.1 GenerAl .................................................... 2.3.2 Water Demand ........................ .. ......... _ .... 3 3 lowing conswctton ypes: 241.3 Type of SysOen ..................... _................. 3 a. Smooth celling end bar joisl: 2,3.4 lAfgo-Diop Sprinkl0re et the Ceilirsg ....... 3 b, Baem and glyder, 2.3.5 In-Reck SpAnklew ................. ......... _........ a a Plank on tlmber, d. Panel up W 300 1112 (27.8 m?, lnduding ptywood 3.0 SUPPORT FOR RECOMM¢NDATIONS ................ 10 cpaphregm on lamineted beeme 3.1 Loas Exp6rience ............................................... 10 e. Open wood jolst' 3.2 Commente ......................................................... 3.2,1 Genaral Approech ..... _......... „....... _........ 10 10 (Sw LOSa PrevenUon Data 3heet 2-BN, rnswlrauon a 3.22 Technlcsl Bsckground ..........„ ................. 10 Sp1lnkMr S)atemS, tOr definitlons o1 cOf14lNCtlon type4.) 322 Purpase of Hecommendetlone .............. 13 Nofe 1: Minimum deslgn prescure tor sprinklers untler open wood Jaist consVUCtlon is 60 pst {345 kPa, 9.4 b94. 4.0 APPENDIX ............ ........................................ „........ 19 (See 23.1.1.) M8%Imum dstance b8tween spHnkler9 or 4.1 Cherectaristics of lerge-Drop 6prinklers ......... 19 hranch fines under opan wo0d JOist conatruction is 1D ft ? 4.1.1 IntroduCGOn .............................................. 13 (3.0 m). (SB0 241.92.) a 4.12 Discharge Pattem and DisWbutlon ......... 13 s 4.1.3 Penetratlon and Gootlnp ......................... 13 4.1.4 Dlsehar9e Capachy ................................. ta 01090 Fwey Mutual FipMaeMp Carp• All ABhte Fuercod. K 1 1 ?IL RPR 24 191 11:49 414 359 1004 PRGfi1092 104/24/91 10:52 '0414 359 1004 NMEA-MILWAUKES ' 2"7 SPRINKLER SYS7EMS USINQ IARGE-OROP SPRINKLERB Q003/015 ' Page 2 Table 7. Summey o/ Lerge-0rea SpAnklar InrfaNeBOn Gufdallnes Refwanes Ralaronea PON ... Point ? RecommMdllif01l !n DiY ShBBt ttem Recommendalion d10ah Sh6at pratactlon-Largo•Prap epnMclers at tNe Cslling (COnt'tlJ ' Conetfuetlon 23 deef Spaee At teest 98In. (874 mm) 2.7.4& Acceptetls Smo01h CaOings 8.7.1 Belrnv 3.2.2A rypaa aerxiec • sprinwer eaem and GirCer M??m ppr 8uidalinea In Table Q Table a Penal pncludi?g ptywaod dia- qearance m phragm! Mexlmum 300 11i (20 mi) Top o( Slarepe Opan wa0tl joist qetence Of fdea7y. wontl jo6t. 919 Itt Table 3, Steal ptptac• Nona needed 2.12 SprWd0? (90 ?) below JOItW; lor i4 2.9.4.6. . BelowCeNlnB odfertYPyotm^struotl°n. 31.2.6 tlon 7 in. p78 mnil babw ceDing. Heaz ena Nona ne9eea. nut tt pmvlded 2.t.3 riowevar, ranpe spBdAeA In Smoke Venra shald be manUalfy mly TOble 8 16 aaeptshle. Locetlon of Par puiddinea In 2.9A.7 and 2.9.4.7. 9prlnWere M Table J Table 9 Oecupaney Beam uxf Storage As dasoribed in Table 2. 222, GUder, Poank Miangemant& Table 2 m Timba and Panel t xti n C ProlecBnn-targa-Drep 3pdnklera et iho CeI110g n o oro Ob6tNOdOn fp PH 2.9.4.8 23-4.8 Water OemanA As tleeai6ed In Teda 2(rate 23.2, Plpbg aMOptbtl fOr Opan wood joiet Table 2 pbstrudlon ta Per 2.3.<A 199.1. ' tonstrudion). Ho88 aUe3111 ? 4,92, aM watar suppy duratton ??? . ?? sarne as tv WandW m Wrpe oN1kc sprinklere, as Gsled In To61e2. pptspyen-Io-RxkSpAMclofa Typa 01 Wet, dry or preaciiun; for dry 2.3.3 gPrinMors Ruck &fnrege, 165'F (74'C) 2.9b.1 System and {reactton, usa paNenized steei ar copp9r plpa on norr Spadnp Not exCOBdlnp 811 (2.4 m) 2.3.5.4 e grlCdad arrangemenL (Do not puflgft (gp ey/min) (1114 m°hMn) 2.3.5.0 j ? wa 9aNeMzed plpe whera Gpm B sptlnlAars. ? ambFenc cemperaturas may axeeeatso'F(54°q.) lnmCon VeNeelH, atKtoWiataraqe 2.9.6.4 ?i9? ?? bo dkvlbution SpdnWers Large-Orop, 288°F (tat•L) 23.4,1 nm obsWCreu. Sprinklor Area of Gove2ge 80.100 e 23•42, Cpnlrpl Vp1Ve6 Suppy In•reok tpMWers Intla* 2.S.fi.S ° Spacing (7.4-9.3 m); maxlmun and 9R22 peMantly from caifng eprln- Flg. B minlmum epacinp ol 12 R klar6 Wlth 6aparate eontroi ? (3.7 m) and 8 ft(24 m), valve' ' excepl 10 k mAxhnum (9.2 m) br open woal joiat. P49n9 MInImIZO pwsib9iry o1 hreak- 2.9.5-8 Brmich Lme Meftlmum d 2 In. (51 mm) 2.3.4.3 ago? ?steel vAth mochanF ar weld- proove coupGrqe cal - PipO SRes and minuraan M 7 W In. Jdned 6y Ing, a coppat (s2 mm), e?ept that 2+h In. ??ng. (64 mm) antl 3 hl. (78 mm) aze acceptable wfth rlsar nlp- Alarma and sepuale nom ceame.om,aor 4.347, plie 731n. (330 mmj snd Tsat Oytlem. FI¢ 5 n ' 16 in. (380 mm) long. CAnnecltana 2 tespeCtMely. Systern Calculate 1a meet watar Table 2 HytlreU11C d6mand pBt Tede 2, plus 2.9,4,4, Dasipn hoee atresme for oCplpinl.y. 33.2,9 APR 24 '91 11:50 414 359 1004 PRGE.003 04/24/91 10:52 $414 359 1004 PMEA-YILWAi1KEE 2,7.2 Steel ProtecNon 8uildlng steel nsede no spacial protecifoa when large- tlrop sprinklers are used to proteet the occupandas ilstetl in Tabla 2. 2.1-3 Hee[ and Smoke VenNng Fectory Mutual Reaearch Carporation (FMRC) reeom- • mended protection ia based on consWdian wNhout rootvents end dratt cunains. Flre tesU have not shown auto- matic vents to ba eost aMectNa; they mey even InCrease sprinkler water demantl. Hence, pOrmanerd heat and smoke venls, H arry, should be anangetl for manual opera• Gon. Smoke removal during nmpup operations aen fra• quantly be aelNeved through eavetlne windaws, doon, monitora, nonautomatic exhaust syatems (gravity or mechanicel), or manually operatetl heat and smoke vents. Fire departmants can cut holas (n atP.el or wood r0o(s and also use smoke exhausters. 2.2 Oecupancy 2.2.1 Ganerel - Apply all appropriate guidalines eontalned In i.nss Preven- tion Data Sheet a-a, Genoral Srorage Sa/eguafds. 2.2.2 Storage Arrangemants Slonge arcangements should ba es desaibad in Table 2. Keep ail aisles clear oi atarage. Stote idle pailate In specil- ically deslgnated antl adequately protected ereas. Do not store idle pellats in racks. Table 2 does rwt apply to rsck storaBes baving sotld shelves or Ihose using soqd, fivt eiaetl, open•top crombustible containars, which Can eoAect sprinkler water. 2.3 Protectlan 2.3.1 Generef All of Data Sheet 2-11N, Insfailation ol Sprlnklar Systams, epplies, ezcept [hose poNlons dealinp wlh weter demands and water supplfas and other subJeds speclflcally atldressetl by tnis standard. Oeviations trom this standard may be allaxed It shown to be acceptaWe Cy suitanle tlre testing or enelysis. 2_3.2 Water Demantl oesipn iarge•drop sprinkter systems to provida tha num- her o1 sprinklen at the minlmum specified preasure for the occupaney Ilsted in Table 2. Under open wood joist con• struction, tlesign for a mfnimum operatinq presaure of 50 psl (345 kPa, 3.4 Eef). Wilh ihe requlfa0 numCer of 6prln• klers operating, limit pressure on the hydreulically most remote sprinkler to 95 psi (655 kPa, 8.5 baq. Lessor pressures or a reduced num6ar ot spfinklers c8n- nat be used for design purposes, nor oen tolerances be applied to ihe requiremerrts in Table 2. No weter demand RPR 24 '91 11:51 1@004/D15 credd may be takeil for proximiry of srorape to aei§ng. Do not tnlerpolata betvVeen the pressure and number ot design sprlnklers in Table 2 ' Hoee stream and water suppty durallons for all oceupatt- cies era the same as those for systems vrith atendeM and large orNica spAnklers and are firtad as par[ otTable 2. 2.9.3 Type d SysMm Lerge-drop spAnkler systams mey be wet pipe, dry pipe• or preaction syaleme. For dry p(pe or preactlon syetams, usa Intamally gawaMzed eteel or copper plpe. Gadvenized pipinfl aMuld not ba usetl In neW dry-plpa or proacticn ? r,ystem8 where the artiblEn[ tempxatures could exCeEd 130°F (54°C). A1 amblent 1emperatures hlpher than 130•F $ (5a•G) the corroslon o1 zlno is greaty acceleratod. Gridded dping eystems should not be usad for dry pipa a preac- tlon sysrema. 23.4 Largo-Drop Sprlnklers et Ihe Cailtng 2.3.4.1 Type• Use approved largodrop sprinWers noml- nally rated at 26G°F (141°C). 2.3.4.2 Sprinkler Spacing. Umlt the area oF large-drap sprinklers to a minimum of 80 ft$ (7.4 tra) and a maAmum a1100 R' (9.3 m°). timtt tho di9tence 6ahveCn brend'i Ilnes and between sprinklers on branch 1ir189 to not more than 12 tt(3.7 m) nar lass than 8 TI (2.4 m). For open wood joist conswqion, limlt the maximum dstence W 10 ft (3.o m). 2.3.4.3 Branch Line Plpe Sizas. Limlt lhe nominal dl8meter ot branch bne pipe aises (irwluding riser nipples) ro not lese than 1114 In. (32 mm) nor grealer than 2 In. (81 mm). except atartor pfeees, which may ba 216 In. (84 mm). Brench Nnea 21h In. (84 mm) and 9 In. (78 mm) ars eeooptapl8 wNen rtser nipple8 6re provided lo deyate the tleflectors ahwe the canterlfne ot tha pipm to a dletance of 13 in. (330 mm) for 2% in. (64 mm) pipa and 15 In. (380 mm) for 3 in. (76 mmJ pipe. 23.4.4 System Hydreulic Des10n. Slce the pipe by hydrau- 11c aalcWalion tn meet at ieast tHe minlmum pressure raqulremeMS tor tho number d apdnkkrs speciffed in Table 2 In no case shoulC the design pressure be lasa then 25 psi (172 kPa, 1.7 bar). Include riser nipplas, regartlless U IBnp[h, ana assadated fittingS in the hydrur Uc cnlwlationa Waterllow valooily is not Ilmfted. Bese sprinklar oyatem aesign on the operallng pattern, dimenslons and hydraulioally most demanding IoaeUon, as spacHled in Oata Sheet 2.8N, lnafal7atlwr ol SprfnklerSys• tems, Chapler 7-"HydrauAcally Designed Sprinwer Sysroms." For deslgn purposes, use a apAnkler discharge coemGent K value of 111.2 (16.1) in the hydrauGC caleula- tlons. 414 359 1004 PRGE.904 ,04!24/91 10:59 0414 359 1004 FMEA-YILWAUKEE Q 005/013 2-7 SPRINKI.ER SYSTEMS USING LARGE-pROP SPFtINKLERS Page a TaDJe 2. Proaaure and Nunber M Aa?tgn SprLiWen Requlred ror Vadaw Maze+de 7?8 Mnimum OperaNllg PreaauqG' PN f?d raose sbeam D d Water SuPPN Haxad S?m 25 (1.? SO (3.a) 75 (9.21 ? pef/rtJn (dM'lmlN ???• )iM Mumber Oaslpn SpfMxmrs Pailetlxed' SWlage Cless 4 II and III wmmadF pac uP w 25 n p.6 m) wtUf maximum 1011 (3.0 m) WW 15 Note i N010 4 500 (1800) 2 cie9rence W ceBing Dry 25 NGa 4 Noie 4 c:feea N CommodMles up to 20 tt(6.1 m) wlth mmd• mum 10 tt(3.o m) clear- wef ZO 1S Note a enee to aelling Dry Qoas nol appty ooes mt ePpN Uoee not ePPN m (1BM Q Unexpanaed plastlon up tn 20 R(B.1 m) Wlih tltaidmum 10 R(3.0 m) dearance to Wet 25 15 Note 4 celling Dry Ooes not epply Does rmt apply DOas not apply E+00 (i8001 2 Expanded ptestic wmmOtll- lias up So 18 h(5.5 m) wilh mexlmum 9 R(2.4 m) dedr- Wet Dava nat epply 18 N010 A ance lo caidng Dry Doss rwt apply Oaes nd upply Don not aPPtY aw (imm z IdIB waod Pallats up to 20 R(6.7 m) whh maximum 10 n (i.o m) elearenca ro wee is ncole a NcAa + celllnq Dry 25 Note 4 Noa < 500 (1SOI 1% Solld Plled' StOrage Class t, u and III cvmmod4 tqs up ta 20 R(6.1 m) wih mBnlmum 10 R p.0 m7 wot 15 Note 4 Note A Geuance tc COilhlg Ory 26 Note 4 Nota 4 800 (190o 1 Y. Claas N commuditlsa and unexpanded plaslica up lo 40 rt(St m) with maAmum 10 R(3.0 m) elearanca to Wat OoBB n0i applY 1s Note 4 ealling Dry Dnes not apply Ooa9 not apply POBa not apply IIO0(1800) 1% $? Ract Stwags (eingls row, ? douWt raw, or muRiple ? rew)? . Class 1 end II wnlmedMas up tc 28 R(7.8 m) wilh maxlmum 5 fl (1.5 m) d8ar- Wet 20 Note 4 Note 4 ance M celltnp Dry 30 Note s Nota 1 500 (19007 t+A 20 phe ons C{BBBI Al1Q U C(MtliMtlIlI06 l9YBl Of Ifl•r9ck up fo 30 R(9.2 m) wllh Wat eprlnklers$ Note 4 Note 4 mmdmum 5 tl(1.5 ml clem- 30 plus one anca ro celling Isvaf of U1dOCk pry aprlnklers• No1e 4 Note 4 60D (1900) 244 quo I, II arM nl cammaM- Ues up ca 20 R(6.t m) wnn nlWmum f 0 R(3A m) Wat 15 Note 4 Note 4 Gearance lo celling Dry 25 Nota 4 Nota e S00 (19DO) 11h APR 24 '91 11:51 414 359 1094 PRGE.005 04/24/91 10:54 12414 359 1004 FffiEA-YILWAUKE6 9008/015 Pag9 ; rype Mbdmwn Opasting lv9tiu/9,' P.*r (buI Hose SOream S? Hezard ol sY+tor++ es (I.» so fl•4) 75(s2) Oamend sd/Wn (drtflmtr+) DGrAllp4 Nra 15 plue One Ievei W M•fe0k dase I, 11 ontl III wmmodi• Wet aprlnklars° Nda 4 Note 4 'tlee up m 26 n (7.6 m) wllh 25 puc one me%imum 10 A(9.0 m) ciearenca to ceillnp Dry 18WI of urridt aprlnWxao Nota 4 Nme • 8m (lwm Clua N oommoNUas up b 20 tl (&t m) wdh marlMxKn . 10 h(3A m) cleazence to callinp Wat Ory Deos rat apqY Ooos nnt opplp 7C ooss riat ePPN ta Duee mt ePPh' SEO (1800) 2 40 que aie lerel 75 Plw one Ievel Class N commodrtias uD t0 25 b(7.6 m) wlh mwdmUm Wet Doee Iwt ePPhy of IMadt aDd+b•m° Of hqedc aP^Mw` S00 (I?l z 10 tt doarBnCe to wIDng Ory OC66 not appy Does tqt 9pply Does fld epply Unexpended pldqka up W 20 h(8.1 m) wlth meXlmum 701t (3.0 m) deararce ta Wet Does nat epply 90 ? 2 colUng Dry Does nOt aPPM DOSe nM eppy D09i not aPP?Y 500 {190? Unoxpiflda0 plaslkb up 10 9D plUD OM hwel 20 plus dle lavol 25 ri (7.6 m) wlth maxhnum of In-mk a1 inrAek 10 t! 40 m) riamnGS b Wet Doae not aPWY ePrlnWBfS° EprlnWarO 500 (1900) 2 caillnp DrY d0es not ePPly Does nrot OPPlY Ooet nat appy Class N canmodltias md unospantlea plestka up w 20 ft ifi.t mJ wlth mE7cimum 5 fl(1.5 m) clenrance to Wet DOes not apply 15 Note 4 collinp Dry Does n01 apPN D096 not apPN ooes rwt aPpIY 500 (1900) 4 Qaee N Ceirmaaitie5 and unexpsnded plqiGa up to 18 p1Yf one Imrol 25 k (7.Bm) wilh madmum of inrack s h(t.S m) deerance to Wst Ooes noI appy spMldgrlo Nofe ? 500 (180o) 2 celling Dry Does notapply Oaea nM dppiy _ Ooas not appy On-Entl StOldg! Of flall Papsr'. H6ayv+eigM pppal In dased Omry, bended In open array, w bendad or unherded h a &snderd arrey, up to 26 R(I.8 m) wllh e mahYm 34 R (10.4 m) dearanw Io ceaing nnv eraee m paper, .xcept IlgnEwelgm paper, wan atedca in Cb9ed ertfly, ar bdMed or ut6andBd btan• AeM Brfdy up to 20 R(6.1 m) with maxlmwn 10 tt (3.0 m) cloarance to celling WeR Does rml apply 15 Nete 4 0 4 ?ry Does not aPPly Does nct apply D(Maa rqt sPMY (me 7) (Note 7) Wat poeanotappty iS Dry Does nat apply 25 NotO 4 0 4 Note a (Note» (Nota 71 F1PR 24 '91 11:52 414 359 1004 PpaEj006 04/24/91 10:54 7 '2414 359 1009 FMEA-MILWAUIEE 0oo7iois IYAB Mitwrwm OpOraBng Poeesww 1 Pu (dM ' Nose SLiom svppk Nazero 2 DemarM B?min (dm'ImW Owitlon. Syyfsm 25 (1.7) SO (3.q 1 78 (5. Medium vreigM paper cow pietaly wnppad (side8 dM eMS) in one a Ilwre ?ayere . o( heavyvroI9M pepar, a lightwelght paper in Nro cf more layars M heAvywelpM pepar. wltfl eloeatl uray. banded In opan erray, ot unb211dad ln a sterdBed array, up lo TB II(!-9 m) wNh mau4num 34 H (70.4 m) elaaranu M Wst Deas not apply ig l (NOtB 7) (NOte 71 ceYing Dry Doee nol appy Ooas rrot appy Ooee IIW ApA Y qeewd Sto[aqe Papar recorda andfor com• potar npea In mulLi-tlef steel shalving up to 5 rt (1.5 m) in wldth and whh aldea 30 In. (78 an) or wlder, wlthout catwelks In [he alslea, up W 15 R (4.6 rn) wlth maximum 5 h Wat 15 NWa t Nde 4 S00 (1800) 144 (1.5 m) ciaararice to teiling Dry 26 Nde 4 Nota 4 Seme 88 abova, 6ut with ntwalks ot expantlBd nWtal w metal grid vrith minirnum Wo[ Doas rat apply 13 Note 4 500 (f800J 1'h 50% open arolf fn Ih8 dslas Ory [kY6 not apPlY 19 Nole 4 N0YlS: 1. ooa+ woon Joar eoruauCIIM wq efmmo mcn bht ah.nnel to b me devuh et intaraa nn ameeang an n 1s9 e9. in uMraawppoa eaen wood 1015t tonstmClon. « il Frastepe oro Instalied a[ Mlarvab nd exeaedlnB 20 k(&1 m), h+rxms 1he mWmWn Op.mRnB Praswm a lbba 2 q' w POK°nt e, see wte Bneet ea. c.nerN Srwayr s.aqwNa, mr eannttbns d wtemea end wwyha ctmapft 9. WIN radc alwogB. ufa oornenGanal wootl Perusm onlY. m aW0 pNMa 4. fie hlgh pncsure mry Ee uytl, Eul 1he IeqUkEtl nUmOar oi deWp110plnklen may Irot EO ICduCOd ham tllal tlqU1'Od lor Ne WNf panYlB. 5. SeG Oale Sheal &PI IOf ECIMiqone N roll paper 61qno W/Pyo. 6. Inslall IMte¢ lprhSdgra h aa9idenCe Wlh 9ectlon 2.15. 7. Hose clroam MmaMa and x2ter suppy tlura6w,c may vary }ar rotl pepar doraqe CeW ndlng m local eondlAoro. sae Dala Snerill 621. fkGPoper Stw• egs, ror pu10¢nG. APR 24 '91 11:52 414 359 1004 PAGE.007 •04124/91 10:54 '0414 159 1004 PN6A-MILWAUKEE 11008/015 SPAINKLER 8YSTFM3 USING IARGE-DpOP SpRINKl.ER6 -Z`7 PAgO 7 2,3,4S Gear Space Below Sp?inklers. Malntain'at leeet 36 In. (914 mm) b6lween wiling 8prlnkfer deflectors afltl the tap of stwage. . 2.3.4.6 Dlstence W Sainklers 8elow Celllno. Posltlon 6prinklers eo that tha tops d deflectam 8re 3?h In. (89. mm) below fhe bwtom of jolsU in opan wood joist con- struction and 7 in. (178 mm) bebw tha celtlng In all other .-• types of wnffirucdon. When practiCal Conslderatlons OT insta118don requlre greatet or lesser dearancea. Fmit the pOShbNnp to tha rmgee 8pecf9ed In Tabl6 3. Tab1o 3. MiNmum erwl MmAmum msumas o! Daflams Be1ow CeBing FaVslroua Con+xvelion Typef. 2m.B.1 ObobuoYare Looatad ? fhe Oall/np Kfiera sprlnWer deAeelors are loceaed ebove tha 6ottan of beam,7. 9kdere, duot& 1WOtoeceirt Ilghpng flzWtBa ar•O1h0I odsvuctlons locatee et the celun9. Poshlo1 the apHnkiers so thaz the mWmum distance Vom me oottom of the obshucflon ro the defleerors doee not exrsed th9 vaWe apaoifled in 7aelr 4. Uee Flgure 1 Im mnJuncUon.with Ta6ta 41n posldoning aprInMer daAactwa. Beam Nof to E?eead Nawlmu or 8peeified Por 7ypi of ConMt? Other -?^-?- ??7• itruefion r tq'+ Min4num Mmdmun GbnsYrucqon 1YpB' Dhfaxe, O/aYnaB, !n. (mm) M. (nxn) Smooth Ceiing and bM tOIBt 6(152) 8(2m Beem and qlyder, plankao- 8(152) 12(305) tlmer Panel up to 300 fl° (77.9 m2) 6(152) 14(359I Open wood ]elat /(26) below 6(162J bobw hottam of bodom W osts Iwsis NO7E t; Sao A.ta Shen 2EN. Insfetlatlan of SprMkkr SyAmt, iw denrF Wns On cOnNUCtlan lypea. 2.3.4.7 Locati0n of Sprinklers (n Beam and Girtier and Panel Construction. Under beam and gifdar tan5truation and untlir panel canstrucllon, lha branch Ihnes may run across the Eeams, hul Ixete the sprlnkiers in the bays and not unCet the Deams. Llmk the ma)imum distanCe above the boGom of beams to the values Bpaci6ed in Table 4. 2.3,4.8 Obstructlons In Piping. Provide Factoty Mutual ResearCh-Appravetl streinaB fn piping Ted hom water 9up- piies dlredly connecled lo Avers, lakes, pomis, resenrolrs, uncovered tanks and eimilar sourcas. A1so prwida douhle removehle Intake sCreans on the inlet pip03 }rom such saurces. Clean entl servlco strainera and acreens at least annuaoy and after any work has baen performed on nearhy unrlergrountl mains. contluct Waual and/or Nushing invesligations M aB sya- teme }w foreign materlal in aacotdanCO wlth Data 8hart 2-81. Flre SBfary /napacliorrs and Melntenance of SprinklOr Systems. 2.3.4.8 ObstrucUOni W SprinWar Dietrlbutlon. L?fecthre protaction requires direa end prompt attack upon the bumlrg Nol by tha sprinWer tllseharga. Avdd obstructlona " W ifie qistribuUon or Intarlerence wilh the dlsoharga pattern. 1anes From Near of ObsiruCtiOn . Ap. I. 7+asMort of deNecror wAsn rocatod a6ote bokom of bsam a olher a6ahudfonlaest6d at fM eNUrig. (To bs used whh 7abk A) Table R PosiNon of Deflecfor Wlien Locafed Abow Bortam of Baam er Ollwr ObsYMeNon Wffian06 from Sp/kYdrr lo Sida Maximum D(atence DeRBCtOI abO°O B°Mom of Beam of ONer NBeem w OOher ObaNUOtlon ObOWCtlM6 h (mm) leae tlhan 1 h(o] m) o( 0) 1 fl (0.9 m) lo teae fhan i+h ( 9B) ilk 1t (0,8 m) 1'A ft (0.5 m) fa leae Ihan 9( 7? z fi (0.6 m) 2 ft(0.6 m) to less Ihan 3Y1(14q 214 h (0.8 m) 2YH[ (O.B tta lo 1e3e than 0 (203) a h (09 m) 3 E(0-9 m) m lean than - 10(2541 9w R (t.tm) 9% R(1.1 ml W bes tlbn 12 (9M aR(f2m) a e11aud w Iese thsn 18 (3!1) 4 R (1.4 m) 41911(1.4 m) to laao then 18(457) 5R(1bm) 5 b(t.s m) ta leas tAan 22(550) bN R (1.7 rry 84! R(t A rM fc laa ftn 2e 1880J eh(7,Bm) 6 R (t.E rr) 91 ? RPR 24 '91 11:53 414 359 1094 PR6E.008 '04!29/91 10:35 0414 359 1004 FIfEA-YILWALfSEB Q009/015 2.14.9.2 Obelructi0ns cxated Bebw the sprMklers. PosI- tim spriniders with reapeU in iluoreaeent IlgMing twure9, duets and other obetnrdiona locAtetl enttrey balow the sprlnklers so that the minlmum horizontal disfence from tha near side of the obsVUCtion 10 tne ceMer o1 the sprin- kler is not less ihan tha velue spedbed in Table 5, as IAus- trated In Fgure 2. Disiance DH4eior A6or, I Botiom of ousiructicn ? I Ninimum Di?tancs Irt From Heo/ 91ds of Oestruction Fig. 2. PoslUen oI sprkJdelln releNon ta abs4uctiarol IoCatOd snOrery 6alow fhe spinklera. (fo be uaed wM TaDk 5.) ? Not More rnan ISO: I Oestroetfon I Not More _i - ? Thon 24 m. 1810 mm 1 Top o! 7e61e S PosMon dSprhUrkn 1n Aslaffan ro Obsrtuatlons tacated EmYeN dNOw Me SpMMaa . Dlsmnca Oellecror A6ore ' BdmmdObsNxffm L.eso than 6 In. (752 mm) 8!n (162 mm) to lem IMn 11 'i In. (306 mm1 14 N. 00 tMW to ks+ tlw 1B N. (457 mm) 18 K(457111rei) te less Ntan 24 In. (8f 0 mm) 84 M. (610 mm) to lee! Mirl 90 in, (IB8 mm) ao m. f?e2 mm1 ro Iss, then Mirdmum Dlstartca M Slde of onswcuon, rt (rr) 1Vi (O,S) s (0.0) 4 (12) 6 (7.S) M(1M 8 {7.S) -7 Not Losa ThonlBkn, (4S7 mm) Ag. s. awmon of spdnMsrs le remaar ro eeam,cfbns aamd ae ka (974 mmj a more dekW eateerom. G7PR 24 '81 11:53 414 359 1004 PpGE,008 A4l24/91 10:55 '0414 359 1004 FNEA-YILWALIRES Whan the dottom of the obstrudlon b localed 38 in. (914 mm) or more helow tlro eprinMer defleotor6, positlon sprinklere eo that the obscructlon Is cerrtered between adjacant spAnklers. ae shown In Ffgure 3. IJmil the obsvucllon to a maximum wldth o124 in. (050 mm). rne extenaion m either eide ot the midpolnt betwaen spAnlders may not excaad 12 M. (305 mm). Meintain 0t lee9t 18 in. (457 mm) clearanCe berv+ean ihe top of storAge anO the boGOm ot the obStnicllon. Mstell One ar mae Ilnes of sprinklers below ObsVUdlonS writh a witlth glCatet than 44 in. (610 mm) or which otharvviae do not meet the maxl- mum 12 in. (305 mm) extansion requitements o1 ihts para- graph. 2.a4.9.3 ObaBvcttona Para 1A1 !o end DlracGY 8ebw Hrench Unes. In the spedet case o1 an obstructfon run- ning paMllel to and direetly below a brench fine, Mcate tha sprlnkler at least 36 In. (914 mm) e6ove the top oTtha obstruction, es IAustrat8d In Figura 4. Llmit Ma obstruction W a maximum width ol 12 in. (305 mm) and a mefdmum exienslon ot 8 in. (152 mm) to aither siCe of the eentedine ol the 6rench Ilne. Sprinkler? 6rancA Lins I Not More inan 6fn. (152 mm) C6alrue110n I? Not Mere Than 12 in. l3os mmf Nat Lase Thon 36ie, 4914 mm i Flg. A. Pwdion of ipdnklen In IWaHOn fo o69bucfMru runnhq pemHel fo erd dlrecfly be7aw 6renoh lMws. 2.3.1 /n-Reck SpHnklers ? 2.3.5.1 7ype, Use Factory Mutual R6Bearoh-ApprovBE rack ? I storaga eptlnklers nomfnaly rated at 185'E (740G). 2.3.5.2 Specinp• SpaCe In-rack apdnklere no more than 8 h(2.4 m) apart. Ons lina ot spdnklers Is adequate tor sln- gle row and doubla fow recks up to 9 h(2.7 m) wide. Q oioioia Provide two Ones af sprinwere aman9rd as face sprlnMers for double'row racRe over 8 fl(2.7 m) up to 12 tt(3•7 m) wide. Fcr muldpte-row redcG araa of coverage per splnMer shpukt not eweed 80 itQ (7.4 nfz)• $ 2.3.321 Desl n., Deai9n Inqaclc ePrinkler syctems Uo pro- vide no less lhan 30 gaVmin (114 dm'/min) each irom tt+e elgra mou t+ydrauUadly remote swU+Idera saw,ce ma In•raCk aprlnWOr sy9tem Cemand whh the c6flinp spAnkler system demand. 2.9.5A Locatbn. l.aaate IntaCk spAnklere st +A W'f+ af tha totrtl gtprage helght, Pasitloned so lhet sprin{der0 are protacted Vom mecheMoet damage wnhout camPletery oDawalnp sPAnWer dlscharpe paMem. I.ocate apdnldars as tar es poaslbfe a6ove the top of a Uer ot swrage WUh- eut going nhove ihs 6omOm of ths next tler of stwage. 8qlnWers In tho Irnigltudlnal tlue mey ba loCated behind horlmntal rack members or behind ver11Ce1 redS uprights, hut not behlnd hoth at once. In oWef to PrevaM mad+aN- aal dampge, K may be ptac3ical to piace the ln-faGk sprin- klar piping 6ehind hoAzaraal m6mbers wBh ria9ts or Crops ioodhCj 9pr(naera et eorreG verticel IocaGons behlna rack updght,q Lpcate }gpe 6prinkiera no mon than 18 Ni• (0.5 m) hom the alsie iaoe. . PAOt w eny iniack sprinklet IrefaAatfon, the proposo0 sprlnwaz lpcaycns chould be ehecked to ensure thet both adaquate protection agalnet mechanloal damage and proper aprinkrr discharge vAlt he achieved. , 2.8.55 Cantrol Valves. Conlyd tn•rerJc sprinkOro by sepa, rltte Indicating vaNes indepandent Trom ceiling sprinkler conUpl vaWes. Such vaNes are nat naceuay for emall Ifrfeek sprtnMer iiisteilatWns Of less than 20 apAMtlere. Flg, s sFqv+s aCCeptable teetl arrengaments. provlde separate drains iw in{aek eprinkler installatlon& Looate dfains et bw pointe of in-taCk sprlnkler piPlnp ro prevenl ern/ traPPed weter In PtPing shoWd dtalnago of tl10 ay8tem 6aCOme neceseary, Dralns should terminate no rtwre than 6 k(1.B m) above a floor or plstlmn. 2.9.5.8 Pi in To minimize the posalbiliry of In-raeK 8ptln- kler pipp Ix9akege due ro deflectlon, pipinp shouid pre4er- aby be Nthar atDl loined by mechanical groova cou- ppngo or weiding, ar copper joinad hy brazing. MMeebla iron fitdngs are aeceptabte. 2.35.7 Nartns and Test Calnectiorrc. PYWide a separete watarEOw alartn nn in•rack sprinldar systems with mae tfian 20 apMnkiera (Fg• s). Prouide an InspectoPs test canneatlon diacherpiny M a sMe etea on ell In-raok aprin- klor syatems equipped wftlh a watefiow alarm. APR 24 '91 11:54 414 359 1004 PRGE.010 .04/24/91 10:56 $414 359 1009 FYEA-HILWAUKE& Q011/015 2-7 Y Q1 C V G N ? Z C V u O ? o o N vi Q vj ?( Q 4 Q Aiarm (a) • ? I Q a CI C Q I Q 1 Q I 4 Alo4s Fllow Ala (c) (d1 Flp. S. SLpply-pipe Blf2lpemenf fi sprtnWeN et CeRklp and In racks. Nore: (a) appNU ro smaH raak syalamt 0120 sprlnklers or lass. Reck 9prinklei control vaNea JhOUld be eccesei6le hom outside Iha 8ro aroa exceyf Ax such smaB sysfems. 3.0 SUPPOR7 FOR AECOMMENPA710NS 3.1 LoSS Experlence Loss axperience wilh largadrop sprinklera iE very limiaed. Hawever, loss ettperience in storage xwpaneles whh s[endertl-rype sprinklars provldea generN trends Viat aie eonsidered to ba appltcable to iarge-tlrop spdnklers. These trends are as tollows: 1. Both damaga and the number of spAnklers oparred increase with Increaaing storage helght. 2. Both damege and tha number of sprinklera opened increasa with inCroesing dearance between sptinklers end tha top of storage. 3. The number of apr(nklers opened Incraasea vAh incraasing commodity hazatd. The two Protection deleck th8t aPPear Cansi3tently In mepr wPrehouse faases are stae9e heiphW nnd eom- modily haxerds highar thsn antldpadad by the spAnkler design. 3.2 C•0111111CIIS$ 12.1 Oe"relApproeeh. Ths insfnltethn rulea br cNlinp-0nly large-tlrop aprlnklar protectlon gNen in this dete sheet are besed on a large number of tasts widh tha large4rop sprlnkler and, to some axlent. an fleld experiencs with atanderd spray apAnklers. Many gre tests wers wntlucled wltti a Oazen prototypa tlesipns. The flre teets ware supplemerAed wfth marry dis- lrihutbn and hydraLdic teste. 7tie resuhs of these testa farm lhe basls tar both the FaGOry Muluat Researeh I? Approvel S1anAard antl•tFre tnsteltatlon rules. Protecllon ? gufdellnea far dry-pipe aystems and 1or Wge-drop spAn- klera fn cambination with In-radc sprinklers are Cased on JudgmeM. large-drop aprlnMars were developetl for uae agafnst se+rere dra challenges requiring apAnkler dischuge! of 60 geUmin (227 dm'Imin) per sprinkler or more. Ttw spriM kiers were designed w deCrver a heavy dischtu9e through the svang updratle ganeratetl try nfgh challenge nres. They depend primarily on drect attack of th0 buminp fuel So geln rapid crntrol of the fire antl, l0 a teSSer eMent, on preweping and cooGnp. Large-drop aprinWere provida excellent protectlon agatnst hlgh challEnge fires, but careful desipn and cloae adher- ence 1o the nrles given In this I.oss Prevendon Data Sheel aro raqulted. This requlrement Is especially impoAant because experlmental flnings 3ndfcate that tha charectar- istla of Iarge-drop sprlnkters are not crosistent wl[h those atlrlduced to standard sprinklers. The characteristics of Iarg"rop sphnkler"re turther diswssad In the Appendix to thla deta eheal. Large-drop sprinklere are not intendetl as a replacemant tor standard sp,tnklers undar COndiqons where rtWderate or low.raies d discnarge will provfda ample protection. AL a given pressure, large4rop sprfnklers will disoharga approwmatey 40 percent more water than large orifce (17ha in., 14 mm) aprinklere, but they may not ba usetl to camponsate for weak water supplies by laking advantege of the increased discharge Capeolty. 3.2,2 Technkareackpround 3.2z1 EHeat of Claaranrs Betwaen Spnnklera and Ceil- Ing The tima requlred iw oparation of the flrst sprinwer Is e lunoflon of ineny parurwtors: ceUing geometry; fire IntensAy; tocnGOn of Igni6on poinU temperatws raung, mtais, antl ahapa of che operatine rnachanlsm; and tha dlalance behveen sprinklere and Ceilln9• tt all faGnn are cOrtstant, mccapt tor Gearance helween sprinkler tlaflao- tDre and c81Hng, the operating tlme of [he 6rst spAnMer vAll i. APR 24 '91 11:54 414 359 1004 PAGE.011 04/24/91 10:57 '8414 359 1004 FMEA-YILWAi1R88 vary exponentially with dislence 6elow the ceifing_ At distances preater than 7 M. (176 mm), tire delaye0 oparating time wlll pwmit the Ure to 9ein headwey, wlth the resutt that substantinlly more aprinMers op8rete. At distances tess than 7 fn. (178 mm), other eifeCl9 come Into play. Chanqes in disVibution, p9netradon &M eaoling nullify the atlventaga gainetl by laster operatlon. The nat result is agein incressed flre damag8 aocompanied hy an inaease In the number of sprlnkters operated. The apti• mum clearance benveen deNeClors and caiGng is, lhere- fGfe, 7 in. (778 mm). 3.2.4.2 Effeas af Sprinkler Specinp. 7he etlects ceused Cy changes In eprinkler spaoing ware stucAeO in a seMes ot lafge scale 11re tPats condudod wilh a pleaUe commod- Ity stacKed 2011(67,1 m) high in pallataetl pites. The tee[s were performed at aprinkler spacinps Of 50, B0. 100, and 1301N (4.8, 7.4, 0.3 and 12.1 ms). The tllscharge density ana ell other conditions (except pressura and spacing) remained constanl Sprlnkler demend area, steel temperatures and firedem- age alI exhibitetl e marked Inereasa as the apacing was decreasetl and Clscharge density held constan4 The impli• catlpn of thaoe relatlonships was so signiflcant that addl- tional tests were conducted with a differaM hezard lovel end a highar diseharge denslry. The relationships held almost ezectly. 7he importance ot these resuHs cannot be over- emphesizetl.l'hey scate cleady Iha1 the term densiry hes no meanirtg when epplied to largetlrop sprinklers and cannot De used as a design parameter. 3.2,2,3 ENeots ot Spdnkler Discharpe Prassure. The varta- tion in sprlnkler peADrmance tasulting Trom fl Change In the spdnWer tllscnarge pressure was studied In a second series of larga scak Ilre taste coneuctrtl with 20-tt-high (6.1 m) papetized starage of piastiw. SprlnMer spaeing and ell other condition6 remained constant. emept for the pressure. FNe tests were pedormed at discherge prea sures ranging from 16 to 95 psl (110t0 683 kPa, 1 .1 to 6.6 Car). The number of sprinklar9 operated, 6tee1 temper- eturae antl 9re damage all decraesed as the pressuro was increased. Similar tests were condudad with e 1,900,000 Blu/min (22.8 MVh heptane sprdy fire. Apaln, the number of 5prin- klers operatad deereesed as the presswe was increesed, hut the assoclated curve did not parmllel tMef Mr the 20- k•high (8.1 m) pallef¢ed pl8atlca atwage ot ttres. Thare- tore, u is not possibia to eMrapWate the protaction require- menta from one hazard to a highar hazard, nor Is h poeslble W develop a ounre hom ona teat polnt. However, the protedion requlrements tlmeloped (or a paNcular hazard (through Inrge acale fire tasW) may he appiletl safely to hazarQS known to be lass severa. 3.2.2.4 Gaar Spece Below 3 Inklera. In e pair of matched tests wtth high plletl plastiCS atota9e, the ciear• IMoizioia anoo bgtween the tap ot staage and 1he sprMkler da9eo- tors was chenged hom 10 n(9.0 m) to 9 n(0.9 m), wlth ali odW ewdltlans remelning conslant The ovarall resulta wero dmiler, Approrimately Ure aame number ot aprinWeM operated. but the ope++ing pattems were very diferom. In ths leat with a 3 fl(09 m) clearance, the paGYm In wMCh tho tprlnWere opened showad ihet mlNmum oveAdpping waf obts(ned trom adjalMng spdnlUere. l'he te8u1[9 ot thls rist, together wkh the knawn distAbulion chatacxerlsfke and dlschargo pettern ol large-drop aprinWero. cleary intllesteO that a minlmum deeranca oF 36 in. (914 mm) mwt be malMeined batween tha top of combustlbles and the sprlnkler denectors. 3.2.25 Open vvmd Jolst Construetlon. A rumber ol large acale 11re tosts were contluered untlsr an open woad loisc celling. A 444 In. (19 mm) plywoad deckwes fasWned to the tope of 2 by 12 in. (St 6y 305 mrn) vrood jWsts sDaoed 18 in. (457 mm) on eenure. Tho eprinkler deflectors ?+wre loealed 3V5 In. (e9 mrr) Debw the botlan oi tha joisls. In one eeries af tasls, the peAoimance d Mrgedrop 6pAn- klers wae CanPazed to the peAamanca of both Vi In. (13 mm) and '?M In. (ia mm) sprinklers aperatlYg agalnst a austained, heptane apray fire. V?fith Iar9wdmP sprinklera pperetinq at pressures bebw 50 psi (345 kPa, 8.4 bBQ, the damago lustalnad by the ceiAng v+as considered unaccaptshle vfien compered W the dama9e suNered undor the protecdon of stantlard spfinklers. At piessuras o} about 50 psi 045 kPa, 3.4 hal, Vre danag0 was com• paratively ligh[ and within acceptable 6mits. • In a matched pair of tests whh high-plled plasQcs starage, the perlormance ot lafge-drop sprinWers operattng under the open wood jofst caltnfl was tompered to the pertor- mence W the sama aprinkWrs operedng under a smooth. noncambustibla ceIMQ. 3prinkler deflaCtOr9 +Nere IecsIed 7 in. (179 mm) below tlia snl0oth celling and 3+k in. (89 mm) below the bottom of the PisW In the open wood Jolet oe&ing. All other conditions remalned mnstarrt. Under the smoMh eetBng, the 8rst sprinkler opaned at fiS seconds. Under the joisted celling, the first sprinkier opened at BB seconds. Under the emaeth ce3in9. the tlames spread out reelally. Under the Joistad ceilMg, the flemes wers ch8nneled trY dte Jolete arKl sPread in a reel- engular gattem over a larger area. In both cases, the flte was weli mntroBed and damege in 1h0 1ue1 anay wes con- Bned to a small erea, aRhough ot slighny preater exlent under the Jolsted ceiling. The Mamee became well estab• Ilshed In the joistetl celling but dlsappaared qulcWy and completely soon aRer the sprinkkrs operalad. Damage to the jdstetl eeiiing was very ilght. However, delayed opere- tlon Mthe aprinidera, combined wRh the eauMp geometry, cpuaaC about twlee tha numbar af spdnkler6 M opeMo. The rasuhs of these tests ahow that lerge-drop eprinkierc may be used under open waoH JoLac construction. but higher prBasure6 Mtl increWed wataf dBmantls are required. - APR 24 191 11:55 414 859 1004 PR81#01111 04i24/91 10:58 $414 359 1004 FNEA-YILWAUREE el013/015 3.2.2.6 Spiinkler Skipping. LargC4rop sprinWars musl he ae skip-free aa poea9ble, conaiatent wflh other requtre- ments. Origlnally, it was hrtended that the sprlnklera be antirely iree of skipping under eny of tho COndltlons likely m ba found In prar.tice• However, il has been fountl tt+at sane combinations of spacing, pre9sure end 8re irrteneity will cause skippfng. It Is knportant ihat spAnldars in the immediate viciniry of the fire center not aldp, impo6ing certain restACttons on the spacing. Larg"rop sprlMdars should not ba installed on epaainge 18as than 80 ft° (7.4 ms) per sprinkler end iha disWnca between sprinklars, in any direCtlon, shOUW not Os le6e then S it (2R ro). 3.2.2.7 Bflects of Mechenical Failure, Hang-up, Sktpping or Ptu in of 3 rlnMers. Mechenicel lallure, hang-up, skipping or plugging of a single sprlnkler In the Immedfate viciniry of the fira center mey eeriously compromise aprin- kler protection, The consequances resuhing hom tha lallure of a spdnkler wera detarmined by matched tBBls with large-qrOp Speir- klero aperating against fires in 20-h-high (6.1 m) pole0zed sWraga of plasGcs. WI contlftlons remainad eonstan[ except in ihe failure mode test, when a sprinWer In the Immediata vicinity of the igni4on point wes pugged (one of tha four apdnklers below whlch the igniti0n polntwas centered). Similar testa were perlmnad wkh +7h2 in. (tA mm) sprinklara, operaNng againat a less severe 6re, t0 tletertnine N ih6 falure of a larg"rop sprlnNler would he more critical then Ihe feilure of e standard eprinklar, The rowlte of thesa tests with the two eprinkler typos vao- led in dafail, but the net efleds wefe slmllar. The perbf• manca of both types was very aerlousy tlegradad. The tests wlth largadrop sprinklars showed that i1 oNy one critical sprlnkler is lost, the numtfer o1 sprinltl6rs opened may be trlpied, hlgh ceilinp temperatursa may be sua- tainad for more than iwiCe a5 long, and the Tire tlemage may be Increased threelold. It lha wMer supply eannot support ihe atltlitlonal cprinklero opened, a completety uncontrolled flre wip result MeChGnfrallailure, hang-ups and sMpping era minlmixed Cy the approvel antl reexemina6on procedufes estadished for large-drop sprinldew by PMRC. Sklpping mey aleo Co controAeC hy proper fnstallation. Fau4np or pfuppiny of piping or heads may h¢ preventad by severdl mathods: sountl InstallaUon preclices, indudfng ihe pmvision o1 screene or sttdlnets when neC886ery, antl a pigh tOVel of malntenance es autlined in Data Shest 2-81, Flro Se/ety lnspecNons and Melnlenance of SprinkiW Systems. The hitun motle tests cantlucted with 6oth larp"rop and +y,K in. (14 mm) aprinklars slmpiy aonfirm what has lang bean known by FMRC. As Data Sheet &B7 suggasts. "If the Drct sprinklars W open In a flra we pWggetl, the flre in that area wi11 nol he extingufahsd, an eaceseive numher ot haetls wlll operate, causing Increased wat9r damege, and poasiby the fire will sptead ovt of mntrol." 3.2.2.8 Bolld-Alled end Pallefted Sioragsk, A dear distinC• Ilon mutt bi fllede between soud•plled and pallepxed stmapas. So1M plled sWrags, es tested, Createa a much more severa firo hetarC lhan palledzed storage. 7eats were conducced wf[h 15-f[ (4,8 m) hiyh stored ples- tlca in both the eolld-piled and palletlzea corfi9ureUon. The luel erreys were identicel In all rospeds, exCept that wood Pallew were loc8tad at S ft(7.5 m) iMervela, from tpp u Cottom. in ft patletizad artay. The eolid-pAed fire Causad two tlmas the nun+ber of sprinMere to open. sus• felned high ceilinp temperatursa for one end ona-haM UmBS bnger and conwmed one and one-hal( tlmes mora fuet. The so6d•qiled fes[ wae repeated, w@h eimosl identi- cal results. In comperinp 15-tt-high (4.6 m) solid pned flres to flro6 In almfler armys of tuel sleckad 20-ft-high (8.1 m) 1n palleUxeO Dlles, nwes 1ound thet the soBd plles pra dueed 6ree more smvere, despite the lower plle haight Mamhad tests were aleo eonductxl +viC+ 20-h•hfgh (8.1 m) palleUzad and solld-p(led storoge of plastica. Tha dNfer- encee in the results caused by ehe lwo plling melhods wera a6out the same as in the 1 S-ft-hiph (4.6 m) teste. The meson (or the dfflerence In flre harard appeare to ba that In the sotlq-plled errangemant, a more etficieM chim• ney is Created by the flua cpecee hetwaan the Mcks. In tha palleGzed anay, the inVOductkn of pallets at hequent intervais (6 ri(1.5 m) or leas) produces a leaky cnimrrey eHect which dlminishes the etrength of the Rre draR The reduced valociry of the flra plume pcrmllc a greater pene- uatton d water and, themby, mors repfd and eNective flre oor8rol. Solkf-pilaa storagea cen ne welt protected with large-drop sprinNlers, but higher pressures and larger waler demands ere roquiraQ then for stmilar arfangemante of patlatlzed 6tOfAQO. 3.2.2.9 Conelusion. AlI fire tests conductad In thls pro- gram were mede under ided convnlled laboretory Condi- qons; ft 9hould not ba aswmed thet the moa9ured weter Mws ere eccepsable as deslgn epeci6cafions. 'fhe outcome of a sprinlderod tira dependo upon many factor8: the fuel configuration, clea2nce Cetween fuel and celllny, dearance between aprinklers and cening, spacing, emount and typa of venWatlon, pipa nizes and system conlipurdGon. varying water 3uPP1y aheracteristice, cnn• struCOOn typ0, ambieM temper8ture, and mydad othaf kMwn end unknam faCtore. In practica, ft is Impossible b convol all of tM marry condittans that aHect the perfor- mance of eutanatla spdnklers. ReaaonaDle safofy taMas must be applled tl a aaGs(adory leval of prOleetlon fa ta Da pchlaved. Due aUOwenae must be made Tor ths varlatlon in pertormance muaed by the Nwwn charaeterioHos of large- drop sprinklBfS ([a say nothing of tlroea charactoriatlcs sti11 unknown). 7o the axparimeMel faols must be addatl the knowietlge galneq tlxouph yeare of field expetienw wph autartwtio sprinWers. Gaod Judgement, Dacketl by knowl- edge and expedence, must be sxerdsed (n exlrapolsting PPR 24 '91 11:56 414 359 1004 PAGE.013 '04/24/91 10:59 '0414 359 1004 FNEA-YILWAtJREE expe!imental results to Seld eondltlane. 3.2.3 Purpo3B d Recommel7detlOnS The purpose of the remmmendationa is to ensure that Me cprinkler aystem wtll respond saUSfadorlty to a prowtng hyh chellenge fire by discharging autfident water In such a manner W anable fhe fire Do be corNrolled betore tm many sprinklers open or sWCwnl failure occure. Fw the moat pan, all recommendalEons evolvcd tram enalysis of speciAc test data relating to aarh oceupaney Iisted In Tab1e 2. Water demands tor weFpipe systems are based on ecwal flre tests, wan an appropdete safery facbor eppiled. ory-plpe system weter demanes ior speciflc ocouparries In Table 2 ara hesed on the expected number of spcin- klera operating wlthin ihe allowabla eixly-saCOntl water detivery Iime for dry-pip6 systems with an Approptiate satety facior appliad. Dry•plpe systertu are not allowed for some specific occupandes in Ta41e 2 because It Is expected that the sevedty of th9 flre wfn ohallenge the abllity of a dry-plpe system W control the Tira. The Appendix to thts deTa sheat (Secdon 6.0) cont8ins specific infwmatlon tlescribing the characteristics of larpe- tlrop spdnklers, which were derived lram the lert pra grams, 4.0 APPENDOf 4.1 Characteristlcs of Larga•Drop Sprlnklero. 4.7.7 7ntraducNan Stantlard sprinklers hava provided excellent prOteCdon againat the flre hazartls preserned by 8varkty of occu• pandes. They will continue to earva well for the majority of hazartls ancountared. However, present tlay hazards hc quontly reaoh a levet where aprlnWers capeble oi higher perlortrfaneB ar0 tleslrsble. Englneers at FMRC conoeivad the idea that e aprinlder that woukl produce a high proponion of Ixrge drops would be mwa eHecttve aqainst high challenga flres than stam dard sprinklere. Large drop9 are betlar able te pene[reta thmugh the strong updrafl genereted by a sevare fire (henee the nama large-tlrop sprinkleo. The general phllos- Ophy 6ehind lhis idee wes to create an oilensiva weepon lor direct anack on the burning fuel with as littte dlminutan of defenalve capahility as pOSSible. As otlglriAlry Oon- ceived, I[ was suppased that lhe Iarge drops wete the predominate reason !oi increasad etlecllvenoss. it 18ter became evldent, howavar, that other factors euah ee distd- tuUon end preasuce play an aqual (nntl possiDly moro important) role. A considernHon of all cheraoterlstlcs Indi- eates that tlwsa aprinWers wlll provlde high penetraflon, etlequats eoofing, reesonable dlsvibution, low akipping potential antl Increased qischarge capacity_ IM OlA/015 Pap¢ 13 NumwouS 8nd veHed tem were requlred.to devaiop Sn accqpteble epiinWer. Hundreda 01 distdbupon and hytlrau- Ib tesm wera Utteisperaed wMh a targe number of 8Pectet firo tasts. Over 450 teata were omMucted wiU1 a unlque arrangement of gas buimers designed to produce heat rolesae rato0 between 80i and 280,000 BluhNrf (1.6 flntl 4.5 MYh. AbOUt 250 fdSte Were paA0n11M1 YWth n ape- del appernws aonsisting of a asriao of heptene burnera capsble of produdnp heat rsiesse ratea betwean 1,000,000 and 2,0M,000 Btuhdn (17.8 and 85.1 M" end plume veloCiGes up W 60 tUs I18.3 m/s). In addlUon to thasa epaclal flre tarir; 30 large saele tesca were mn- ducmd with hi9h ha2ard comm°di8es amaNed In vaAous Conflguratlone. ln mtal, over 5000 tests were perTomifld wNh a doaon prowtypa aprlnklers. The data lrom these taats wErc eupplemented wllh daTa hom the oripinal work pertormad by FMRC duAng the deuelapmene p1 the sh+n- dud fpfinkier. Several Applfed ResearCh proJeota havs alao corKribuSOd date. 4.1,2 piychprge Paflem and OlSfrlbutiort. The dir,aharge pattem for an aaeptebte large-drop sprin- kler is shown in Figure S. The paRem for atYPieW t'he In. (14 mrtQ apdAlder has bean incfudetl for compai The d'aAram iridicates the eztent of eHectlva dIscherga; atraY drops may ba ihrOwn further but In such amall quantities as m be IneHecd". The pattem is somewhet nartower tnan fhat ot a stantlerd tpdNder. If ihe pattern la 6roadened penelratlon -wiA . dpcrease and skiPPing vnll Increase; if ihe pattern fi nar- rowetf, ovenapping of the diecharge from adjaning ap(n. klers will d6Creese• A close balanca must ba maintalned 6etween pCnetre4on, sklppinp end ovedapping It the desired peKOrmence ia to be obtsUnad. (Thls balence requlres that the dlecherqe paitem be dosety controlled.) The dlaeharye pettem from a aingte sprlnklar, as RIustrataA In Figure 0, does nbt In Itself gueraMee a eetlsiactory di3- tri6Won 1rom ttre oombined discharga of adjoiMmg oprin• laera. 7Me dlsuibution is not uniform wiWn ths pntuom, being heavtest near tha sprnWer and taparing o1t wward the sdge of the paqern. SatlsTactory perlormence necasai- tatea s reesonable unHOrmiry of distributi0n wRMn the area cwered by adjoining epdnklers. Certltin minlmum requifb ments of tlistributlon muat ba met by the combined dis- charge of multlple eprinklers. To a groet maert, large-drop sprinklars rely on dtroct apack tc gein rapid control o} hoth 1he buminy tual and ttlltng temperatureS. Theretare, intorference wflb Ute tlls- charge patrom antl abstrucdone to iha diatribuGon mwt be avdded. 1.7.9 PaneUaqon and Coofing The total amount of water firced throuyh a firo piume by larpa-drop spdnkiere (panotration) vAn depend on pres- sure, spaolnq, disGibuqon end ftro irdensity. Penetralion bvreases smppthly wlth Increased pressure but at a dkninishinp rate. APR 24 191 11:57 414 359 1004 PRGfi.014 ? '03/24l91 10:59 '0414 359 1004 `o u 0 2 .. e O ! a 9 m 0 u C 0 8Ol n FlIEA-YILWAURES 1@013/015 (I) (2) (3) E ttern Typical mm) 3Prinkler 5L 0 1 2 3 4 B 6 7 B 9 Distance Prom SprlnNler, if. 4m) Flp. & 019cMrga paCemft b/pem*roP ud 1?y M. (94 mrr) sWfnMem, Penetrrdon of water Vvouph the flre draft Ia tho pllmary mechani9m Eor axtingLaShMaM antl conhol. Hoxrever, rea• sona6le hiph level codinq must ba providOd dudng tli0 time requUBd to gain e0ntrol In ordar to proted the celling and also tn praverd Uta operatlon of epAnWere remote from tha Tire carker. Caofing k maASUred In terms Of tem- perature rise (Ihe lower ihs tlfnpareWre rise, tlV higher the cooling). Untlet the same Condltlone o1 presaure, spacin8 antl tlre IMenshy, Ier9o-droD sprinklers witl provide approximately 5 percaM less cooqng thsn Ma in. (14 mm) sprinklers. Largadrop npdnklere wil) pfovlde equWalent cooling tt operdted at pressures ehout 6 psi (41 kPa. 0.4 bar) higher than those epplled W+7hz in. (14 mm) sprinkler5. 4.1.4 OischsYgB C9pec1ly f0.51 ( I .0) (I.S) 10 At a gfvm pressure, large-drop sonklers wlll mscharpa approAmetdY40 pameM more water than 1?ha In. (14 mm) gpdnklYra. FMqC Approve! ICquiremaMS SpBdfy ttiat the K Mctot tor Iaige-drop spdnlders muet not be teve than 11 A(15.9) or greal8r tllarl 11.8 (16.6). The K facmr muSt not ezhlh¢ preeaure sene@Ivlty. Over the praseuro rsnae testeE, the K faclor mu9t be retatively constant IarBe-qrop aprfnidere are deaigned to cope wid+ high ohal- lenge flree where high Iavels of panetradon and cooling are requlred. 8irwa both cheracteristi0s lell df sharpy st low prowure, large-drop spAnklers, by taking advantepe of Inueaaed dbeherge capflclly, oannot be used eflecr tivWy to compensate ia week water supplles. AA Fnw. camm. Pw. teBB APR 24 '91 11:57 414 359 1004 PRGE.035 , doss Prevention Data 8.29 July 1986 Supersedes May 1981 REFRIGERATED STORAGE SCOPE This data sheet describes protection for cold storages in refrigerated warehouses. It is primarily concerned with food storage. However, most recommendations are appli- cable to coolers and treezers used to store other commodi- ties such as pharmaceuticals. GENERAL Refrigerated warehouses have tour classes of cotd-storage areas. They are: 1. Coolers (320 to 65°F [00 to 18°C]) foi the storage of foods such as apples, eggs or nuts. 2. Chillrooms(16°to35°F(-9°lo2°C])forcuringmeat. 3. Freezers or holding rooms (-106 l0 5°F [-230 ta - 150C]) for storage of frozen toods (such as meats, poultry, fish or vegetables). 4. Sharp freezers (•35° to 0°F 1-37° to •17°CI) for initial freezing. Also used for normal storage of frozen toods. 7ypical Storage A wide variety ot taad products, wrapped or unwrapped, usually pass ihrough a single warehouse, depending on the season of the year and the abundance ot certain types of food. This may cause the occupancy to vary between combustible and noncombustible. ln contrast, warehouses associated with processing plants generelly have a stabte inventory ot particular items. When evaluating protection criteria, assume that a ware- house will at times contain combustible materials, unless it is known lo be engaged for year-round storage of a non• com6ustible product not requiring comhustible wrapping orsuppons. Combustible materials in cold-storage warehouses in- clude: wood dunnage, wood pallets, wood boxes contain- inglood,fiberboard}ood containers,wooden baskets, polystyrene egg cartons, waxed paper, heavy paper wrap- pings, cloth wrappings, and grease or grease-impregnated materials. Housekeeping is generally high grade. LOSS EXPERIENCE' Generel Both combustible and noncombustible construction are common in coltl-storage areas. Combinations of combusti- ble and noncombustible construction are also used, such as Corkboard or expanded plaslic insulation inside a fire- resistive building. Rigid expanded plastics are widely used in various forms such as polystvrene and polyurethane panels. Polyure- Ihane may also be foamed in place on walls and roofs. For a discussion of the burning charactaristics of these maieri- als, see Data Sheets 1-57, Rigid foamed fbfyurethane and Polyisocyanurete lor Consfruction, and 1-58, Foamad Poly- sryrene for Consrruction. The trend in freezer warehouses is toward larger and higher buildings that have aulomated material handling equipment. In such buildings, in the absence of automatic sprinkler protection with strong waier supplies, fire temper- atures would be expected to badly distort exposed steel. Mechanical refrigeration systems are described in Data Sheets 7-13112-61, Mechanica/ Relrigeralion, and 7-13S! 12-61 S, Ammonia Refrigeration Systems. Hermetic refrig- eranl molor compressors are described in further detail in Data Sheet 5-28/14-28, Hermetic Rehigerant Motor Com- pressors. `c'1986 Faclorv MWGalEnqineerin9 Corp. Alf ei(lhis reSeNetl. Loss experience has been favorable, probably because the usual causes of fire are largely absent in cold storage occupancies. Nonetheless, with sufticient combustibles, a fire severe enough to cause extensive damage is likely in the absence of sprinklers. From 1974 to 1983, 67 tires and 111 sprinkler leakage losses involving cold storage locations were reponed. The average total loss was $758,000 per fire and $12,000 per sprinkler leakage. The 37 tocations where no sprinkler system defects were present and where additional sprinklers were not needed averaged 839,000 per fire. The 301ocations where sprin- kler syslem defects were present or where additional sprin- klers were needed averaged $314,000 per fire. The most common cause of cotd storage fires was electri- cal short circuits in wiring, motors, lamps and heating elements. Unknown factors, and sparks from cutting and welding, were the second and third most common causes. Principal causes of leakage were freezing o( wet sprinkler systems in unheated spaces a6ove refrigerated rooms, lreezing of dry system5lollowing accidental tripping, and mechanical breakage of sprinkler piping by carelessly operated IiH trucks. ' All loss amounls are in 1985 dollars. m 8'29 REFRIGERATEDSTOHAGE Page 2 Fires in Sprinklered Areas A sprinklered cooler was used to store citrus concentrate in metal drums. The drums were on pallets and stacked up to four paltet loads high. The concrete block walls were insulated with expanded polystyrene crnered with 2 by 4 fl (0.61 by 1.2 m) sheels of 1h in. (13 mm) ihick minerat tile. The covering was missing in severel piaces. A portion of the expanded plastic insuiation was alsa exposed in the ceiling. A short circuit in a chiller unit ignited the insulation. The fire was controlled by 19 sprinklers. Two large areas of expanded plastic insulation were burned off one wall. A 1 by 20 R(0.3 by 6.1 m) section ol the ceiling was cut out by the fire department during the fire to vent the smoke. Dam- age to the storage was minimat. Loss: Property damage $56,000 (76F1469). The assembly cooler of a meat processing plant was eva- cuted because of an ammonia leak Irom a broken pipe. The fire department was called to make sure everyone had evacuated and to clear the ammonia from the building. Whiie the fire department was al the scene, an alarm was received at the fire station indicating that the lire pump was running. The fire area was not discovered until fitteen minutes later. Apparently, ammonia entering the coofer from the 6roken pipe had ignitetl. Upon discovery, 24 sprinklers were operating, and the fire was already extin- guished. Most of the meat storage was discarded because of exposure to soot and smoke, and ihe refrigeration unit had to be replaced. Loss: Property tlamage $96,000; Busi- ness interruption $14,000 (75F2591). Fires in Unsprlnkiered Areas SpnnklerLeakages Loss of air pressure through a loose pipe fitting was the probabie cause of a dry-pipe sprinkier valve tripping. Wa- ter filled the sprinkler system lhat prolected the coid storage building. The building was unattended at the time. A police patrol heard the locat alarm and called the fire department. The fire deparlment and a watchman re- sponded, they determined there was no flra They silenced the alartn by closing the 1h in. (13 mm) valve to the water motor gong. The warehouse superfntendent arcived at the plant soon after, determined everything was normal and ien. The next moming the maintenance man was intormed of what had happened. He shut the control valve, drained the system and raset the dry-pipe valve. The Factory Mutual Fire Sa(ety Warning Kit was not used. Three months later a broken 31h in. (90 mm) sprinkler fitting and frozen piping were observed. The entire sprin- kler system was thawed and repaired. Loss: Property dam- age $71,000 (74SL183). Start-up of an electric tire pump caused a pressure surge whicA iripped the dry-pipe valve tor the sprinkler system protecting the zaro degree storage building at a potato processing plant. The dry-pipe system tripped on a Friday, but was not noticed until the following Monday because the sprinkler system alarm failed to operate. Workers found numerous pipe fittings 6roken and sprinklers dislodged from the pipe due to freezing waler. Loss: Property dam- age $49,000 (78SL142). Workers were using a cutting torch on the floor above an unsprinklered-refrigerated storage area. A spark from the cutting operation fell Ihrough a pipe hole in the floor and ignited combustibles in the re(rigerated room below. The emerqency organization responded to the fire but was thwarted by heavy smoke. The fire department finally extinguished the }ire. Two refrigeration units and wood decking covering the cork insulation were damaged. Loss: Property damage $586,000; Business interruption $96,000 (75F7150). A 6,400 fl' (594 ml unsprinklered freezer was used to store trozen tood in packages in cardboard caAOns. Slorage was palletizetl up to 11 ft(3.4 m) and on shelves to the same height. Walls were insulated with 6 in. (152.4 mm) cork covered on both sides with 3!4 in. (19.1 mm) cement plaster. A short circuit in aresistance cable trece on a condensale return line ignited a plank used to Support the pipe. The tire spread to the cartons containing the frozen toods. Without sprinkler protection, fire and smoke damage to the contents ot the Ireezer was severe. Loss: Property damage $283,000 (72F7806). A driver belt for an electriadriven air compressor broke. The air compressor supplled makeup air to the cold storege warehouse dry-pipe sprinkler systems. Check valves on three ot the sprinkler systems' air supply lines failed to seal completely. The three dry-pipe sprinkler systems tripped and tilled with water. 7he Class II sprinkler alarm went unheard. Ware- house personnel returned the next morning lo find many pipe littings cracked by the freezing water, Loss: Property damage $60,000 (7SSL296). RECOMMENDATIONS Automatic Sprinkler System Demand Refrigerated storages should have the same protection as comparable combustible arrangemants in other ware. house storages. Room-flooding carbon dioxide or high- expansion foam systems are not acceptable aiternatives to automatic sprinkiers. REFRIOERATEpSTOfiA(iE 8-29 Pege 3 Protection of Insulation 1. Protection of expanded polyurethane and polystyrene insulations should be in accortlance with Data Sheets 1-57 and 1 •58, respectively. Note: TheU.S.DepartmentofAgriculWre(USDA)re- quires that wall and ceiling suAaces meet strict sanitary standards. For this reason, the local office of USDA should be consulted with regard to specifications. 2. When cork or other cellulosic insulations are used, the automatic sprinklar protection provideA for the occupancy will also protect the insulation. If no sprinklers are needed for the occupancy, they should be installed for Ihe insula- tion as tollows: (a.) When an insulation whiCh is not approved for use without auromatic sprinklers is provided on the walls and ceiling, orjust the ceiling, the sprinkler system should provide 0.20 gpm/ft' (8 mm/min.) over an area of 2000 ft' (190 m'). If walls ezceed 30 fl (92 m) high, an intermediate line of sprinklers should be provided near the venical midpoint o( the wall. Sprinklers should be spaced 10 ft(3.1 m) apaA, designed to maintain a mini- mum flow of 20 gpm (76 dm'lmin.) }or the 10 most hy- draulically remote heads on each Iine of sprinklers simultaneously. (b.) Where the insulation which is not approved }or use without automatic sprinklers is on the walls only, it is not necessary to provide sprinkler protection for the entire iloor area. It is sufficient to provide a singie line of sprinklers located at roof level, as close to Ihe wall as is practical but no more than 6 ft(1.8 m) away from the wall. Sprinklers should be spaced 70 ft. (3.1 m) apart, designed to maintain a minimum tlow of 20 gpm (76 dm'lmin.) for the 10 most hydraulically remote heads. It walls exceetl 30 ft (9.2 m) high, an intermedi- ate line of sprinklers should be provided near the verti- cal midpoint of the wall. Sprinklers should be spaced 10 R(3.1 m) apart, designed lo maintain a minimum flow of 20 gpm (76 dm'Imin.) for the 10 most hydraulically remote heads on each line of sprinklers simultaneously. This also applies to approved "sandwich" panels which do not normally need sprinkler protection, but which are used on walls exceeding 30 ft(9.2 m) in height. 1. Small walk•in freezers may be protected by dry pen- dent sprinklers supplied from an overhead wet-pipe sprin- kler system. Base water demand on the use of a wel-pipe sprinkler system. Dry pendent sprinklers should be at least 12In. (.305 m) long between the top of the freezer ceiling and the connection to the wet-pipe system to prevent pos- sible treezing problems due to conductance of cold tem- peratures to the water. This arrangement can cause "sweating" of the ponion of the dry pendent sprinkler above the roof, with resultant corrosion of the metal roof suAace. lf this problem exists, the folbwing should be done: tightly caulk the hole cut in the roof, and wrap thermal mastic tape (or equivalent) around the dry pendent sprinkler nipple above the roof. 2. In coolers and chill rooms, sprinkler systems may be either preaction or dry types. 8ase water demand on ihe use of a wel-pipe sprinkler system tor preaction systems, and on the use of a dry-pipe sprinkler system for drypipe systems. 3. In freezers, holding rooms or sharp freezers, use only approved refrigerated area systems. Base water demand on the use of a dry-pipe sprinkler system. A refrigerated area system may use either one water con- trol valve (Fig. 1), or a combinallon of a deluge valve and dry-pipe valve arranged in series (Fig. 2). Both lypes of refrigerated area systems require that both a heat actuated tlevice anda sprinkler be activated before any water enters the sprinkler piping. All valves, trim piping and associated equipment are arranged specifically to minimize the prob- abilily o} sprinkler syslem freeze-up due to accidental iripping of the system. Hence, all refrigerated area system equipment should conform to the FM Approval Guide list- ing..For equipment details and the trim arrangements of a specific system, see Data Sheet 8-29, Refrigerated Staage. Sprinkler Piping 1. Feed mains, riser and cross main fittings should be. arranged as described in Data Sheet 2-8N, lnstallation ol Sprinkler Systems, under "Cold Storage Rooms:' The system should be designed with }ittings located to facilitate inspection and disassembly to remrne ice plugs. Sprlnkler Systems Sprinkler systems In cold•storage areas should be faori- cated so that an inspection can be easily made and the syslem disassembleG to remove ice plugs. The systems should be small. If possible, two small systems are prefera- ble to one large system. When flexible couplings are used, they should be ap- proved fypes. Manu(acturer's name and product designa- tion should be o6talned. Proper gaskets are approved for a range of temperatures from -400 to 225°F (-40°to 107°C) as part of the unit. 2. Thoroughly check for the proper pitch of at least 1h in. in 10 (t (4 mm/m) in branch Itnes, cross and feed mains, and piping in rack sprinkler systems. 8'29 REFRIGERATEDSTORAGE Page 4 Volve, For Testing Purposes (Oplional) nklers 1-0 Discharge Line With Normally Closed Valve, For Testing Purposes (OptionaU Water Control Main Water Suppl fig. 7. Arrengement o/ e reMgersred area syatem wAfch uses one water control vsAre. Nwmolly Open Indicolinp Valve, For Testing ?Purpoaes lOptionall ??-TO Sprinkl@rs Olsenarqe Line wilh" Normolly Closad +-TO Air Supply Votve, For Tssfinq -?Dry-Pipe Volvo -Purposes (ODfianol) Deluqe Volvo re Gouqe I/16 In. (1.6 mml Reslrlctinq OrlNce* I/2 in. (13mm1 Brass Pipe ? Volve Main 'Water SuDDlY Volve\allernative Connectipn TO Mcin Wofer Supply 'ResMCtinp Oritice Prevants Closing ol Ball Grip If Dry•Pfps Valve Trips Undetected An0 Deluge Volvo Remaina Cloeed. Fig. 2. Arranpement Ue relRgereted aree syatem which usea a combinalion W e deluge valve arW e drypipe veWp. REFRIGERATEDSTORAOE 8-29 Page 5 3. In-rack sprinklei systems should have valves and alarms separate from ceiling systems. 4. in-reck sprinkler piping should have a degree of flexi- bility to avoid 6reakage caused by rack movement. llse ot cast iron fittings should be avoided. Sprfnkler System Actuation and Fire Detecilon 3. Refrigerated Area Systems. Use approved refrigerated area systems. The detection system ponion of the refriger- ated area system should meet the same constraints as those for preaction systems. Air for the sprinkler piping should be taken through an adequately sized dehydrator. When the detection portion of the refrigerated area system is pneumatic, provide an air supply independent from ihat of the sprinkler piping. 1. Ory-Pipe Systems. Dry•pipe sprinkler systems should be pressurized and equipped as described in Data Sheet 2-BN. Air should be taken through an adequately sized dehydretor. Air pressure above the dry-pipe valve should not exceed that recommended by the manufacturer. 2. Preaction Systems. Use approvetl preaction sprinkler systems. Air for the sprinkler piping should be taken through an adequately sized dehydretoc Adtlitionally, lhe detection system portion of the preaction system should meet the following constraints: - Detection Devices Detection devices for electric, as well as pneumatic, detec- tion systems should be of fixed temperature on single-zone circuitry. They should have a tamperature rating less than that of the sprinklers, and preferably, as low as possible for the given am6ient conditions. Procedures Followfng Flre or False Trip 1. Whenever (ire protection is out of service, take suitable precautions as outlined in Data Sheet 2-81, Fire Salety Inspections and Maintenence o/ Sprlnkler Systems. 2. In freezers, holding rooms or sharp treezers, the for- mation of ice plugs will occur when water enters sections of piping where no sprinklers are opened during a fire. Therefore, an inspection for ice plugs is necessary after such an occurrence. Inspect each branch line and cross main to ascertain whether ice has formed. 3. If ice plugs are formed, the entire system should be disassembled and moved lo a warm area for thawing un- less the area can be isolated by paAitions and heated. 4. Electric welding machines should not be used to thaw frozen sprinkler pipe in place due ro tAe potential fire haz- ard. Detector Location Locate detectors as follows: (a.) Ceiling Sprinklers Oniy. Locate detectors at the ceiling on a spacing not exceeding allowable ceiling sprinkler spacing. (t.) Ceiling and In•Rack Sprinklers. Locate detectors af the ceiling as recommended previously. Locate de- tectors in the rack flues at the same vertical and hori- zontal spacing as in•rack sprinklers. For single-row and double-row racks, only one line of detectors is needed at each in-rack sprinkler level. Locate these detectors in the transverse flue in single- row racks, and in the longitudinal /lue in double-row recks. For mulliple-row racks, one line of detectors is needed for each in•rack Sprinkter line at each in-rack sprinkler Ieve1. Locate these detecrors in either the traverse or Iongitutlinal flues. Control Pane/s One control panel should be used for each preaction sprin- kler system. Do not use one controt panel for multiple systems activation. Tesdng Sprinkler Systems 1. Trip tests of dry-pipe valves, preaction systems, refrig- erated area systems and assoeiated equipment should be made annually. 2. During such tesls, dry•pipe system and refrigerated area system piping in heated areas can be specially ar- ranged, if desired, to keep water from entering ihe system. For example: (a) a tee in the headed portion of Ihe riser can be valved to direct water to a safe discharge location, using a Factory Mutual approved indicating valve on the system side and a globe or other type valve on the diversion side (see Figs. 1 and 2); or (b) a blank flange can be inserted between 1langes ot a pipe joint downstream ot the dry-pipe or refrigerated area system valve. The blank flange should have a projecting handle for identification to ensure re- moval aRer the test. Whenever a blank flange is used, treat it as a temporary impairment and tollow the precautions for when fire protection is out of service as outlined in Data Sheet 2-81. Portable Fire Extingulshers Portable fire extinguishing equipment should he provided for coid•storage areas. 8'29 REFRIGERATED STORAGE Page 6 Ice Build-Up on Structural Members Ice build-up on the ceiling, structural members above or below the ceiling or on rack members should be removed to reduce the possibility of coilapse. Nolr. Tnere is no comparebla NPPA standartl. FM Engr Comm. June 1986 Seatt B.larkin ,Senior Roject Manager ? OPUS CORPORATION DESIGNERS - RUILDEAS - DEVELUPEHS 800 OOus Center Mailing Atldress 9900 Bren Rw0 East P.O. Box 150 Minnetonka. Minnesota 55343 MinneaDOlis, Minnesota 55440 (612) 936-4494 Kenneth A. Lillquist, A.I.A. Senior Projer.t Architecl 0 OPUS ARCHITECTS & ENGINEERS. INC. 700 Opus CeNer 9900 Bren Roatl East Minnelonka, MinnPmta 55343 I6121 saa-aaia Mailmg Add2ss P0. Bun 59110 Minnenpolis. Minnesma 55440 rT=_ (612) 93e-4520 ? -- MINNESOTA (612) 633-7606 NORTH DAKOTA (701) 258-9904 800-533-8901 7117DUS71FILIA1, 9PRINKLEIi CORPORATION TERRANCE J. GEISLER PRESIDENT 2366 ROSE PUCE • ST. PAUL, MINNESOTA 55113 701 CMANNEI DRNE • BO% 2595 • BISMARCK, NORTH DAKOTA 59502 PRELIMINARY PROJECT CODE INVESTIGATION 4/11/91 A. PROJECT NAME: Kraft Food Service Exnansion 1. Project Manager Scott Larkin 2. Project Captain Greg Hawkins B. PROJECT LOCATION: (City or Village) Eagan, MN C. GOVERNING STANDARDS: (U.B.C., Fire Marshal, Etc.) UBC 88 together with Minnesota Amendments, UFC 88. D. PRELIMINARY APPROVALS: Factory Mutual and owner have conducted considerable efforts - some phone conversations with building officials E. BUILDING CLASSIFICATION: 1. Basic Occupancy Considering whole facility as B-2 2. Occupancy Subclassifications Some limited A-3 at office, conference, and lunch room. *Not electing to pursue B-4 for cooler/freezer portion 3. Allowable Construction 1ypes Proposing a Type II-N construction with unlimited area. a. 60' Separation All Sides: A Declaration of Easement dated April 23, 1987 as Doctiment No. 184883 in the office of the ReRistrar of Titles in and for Dakota Count , Minnesota suhjected the twenty (20)-foot strip along the northwesterly bounda of Lot Three (3) Block One (1) Eagandale Center Industrial Park No. 8 to a perpetual common drivewav and utility line easement. This strip of land will therefore remain "essentially unobstructed from the ground to the s " We request the building official to approve the twenty-foot strip described above as being eqaivalent to a public way or yard and to determine therefore that the proiect as proposed will be in compliance with the requirements for an Unlimited Area structure to be entirely surrounded and adjoined by public ways or ards not less than 60 feet in width. . KRAFT FOOD SERVICE EXPANSION, PRELIMINARY PROJECT CODE INVESTIGATION - 4/11/91 b. Special Requirements: Need an exit passageway from office, lunchroom area, and dry storage to exterior front yard (1 hr. rated with 45 min. doors. • c. Building Height: Maximum of 40' allowed - alternate being considered might exceed by few feet?? F. ZONING REQUIREPfENTS: 1. Fire District Not applicable 2. Property Zone LI - Light Industrial 3. Maximum Site Coverage Normal 357 - variance approved for 40% 4. Building Setbacks a. Front 40' b. Back 40' C. Side 20' 5. Off-Street Parking Requirements • a. Number Required Maximum employee shift 200 - prwiding 277 spaces b. Setbacks Front 20', side/rear 5' G. FUTURE ERPANSION 1. Horizontal Potential additional 25,000+ future expanaion to cooler/ freezer is allowed for as part of the 409 coverage variance. 2. Vertical None anticipated H. SPRINKI,ER SYSTEM Fully automatic throughout - includes pre-action system in cooler, freezer, and refrigerated dock areas, and an upgraded new ESFR (Early Suppression Fast Response) system in the remodeled dry storage area. Other remodeled spaces (office, storage, maintenance) will have corrventional sprinkler heads. 2 . KRAFf FOOD SERVICE ERPANSION, PRELIMINARY PROJECT CODE INVESTIGATION - 4/11/91 I. OCCUPANCY LOAD AND EXIT WIDTH 1. PER CODE PRACTICALITY FLOOR OR SQUARE SF/ N0. OF SF/ N0. OF SPECIAL AREA OCCUPANCY FEET PERSON PERSONS PERSON PERSONS Coolers/Freezers B-2 115,000 500 230 10,000 12 Refrig. Dock B-2 35,000 300 117 1,000 35 Dry Storage (new 6 remodeled) B-2 65,000 500 130 5,000 13 varies varies Office & Amenities B-2 & A-3 25,000 100 250 200 125 Other Shops/Maint. B-2 10,000 300 34 500 20 Total Occupant Load = 761 205 *NOTE: Maximum shift is 200 - this analysis doesn't include existing office and much of existing warehouae (not being remodeled) 2. Number of Exits (each floor or area) Spaced to maintain travel distance. 3. Exit width for total building Way in excess of occupant requirements. 4. Maximum travel distance to exits 200' maintained to exits or exit passageway. 5. Special area Exit requirements Central portion of Dry Storage requires exit passageway starting by lunchroom exit. J. SPECIAL DOORS REQUIRED 1. A-Label None 2. B-Label Possibly at elect - mechanical won't redui 5@E L(jYlc a L 3. C-Label 45 min. doors at exit passageway 4. Panic Devices Conference/training and lunchroom main exits. 5. Others None anticipated K. SANITATION REQUIREMENTS 1. Women a. Water Closet Not analyzed at this time. Assuming existing toilets b. Lavatoxy plus new onea at office remodel and dock will provide plenty of toilets for realistic occupancy loading. 2. Men a. Water Closet b. Lavatory c. Urinal 3. Drinking Fountain 3 'KRAFf'FOOD SERVICE EXPANSION, PRELIMINARY PROJECT CODE INVESTIGATION - 4/11/91 L. ELEVATOR REQUIREMENTS: None required - mezzanines are less than 100 occupants. M. RANDICAP REQUIREMENTS: Will provide handicap accessible new entrance door and toilets will be handicap accessible. N. SMOKE CIIRTAINS 6 VENTING Loading dock area is less than 50,000 sq. ft. and storage typically will not exceed 12' height, so no curtains are required (UBC 3206). COOLER/FREEZER area could probably be classed as a B-4 occupancy and would then be exempt from this requirement. Low temperature spaces are not practical for venting because of the violation of the vapor barrier that results. Factory Mutual has proposed a very sophisticated pre-action sprinkler s stem for these spacea, which includes a detector-type wiring system. This system requires a sensing of increased temperature AND an open sprinkler head before an water will flow. P. MODIFICATIONS TO EXISTING SUILDING: DRY STORAGE REMODELED AREA is proposed as an expanded utilization of an existing building that does not significantly alter the character of the existing _huilding occupancy. To protect this d storage condition Factory Mutual has proposed the addition of EFSR sprlnkler heads in accordance with design criteria cwered in their Factory Mutual Loss Prevention Data Sheet 2-2 (revised May 1988). No curtain boards or vents exist in the present building and we wish to remodel the space and upgrade the sprinklers without adding the venting and drop curtains. In accordance with the provisions of UBC Sec. 104(b.), we propoae that the additions and alterations being considered will result in the existing building or structure beiag no more hazardous based on life safet fire safety, and sanitation, than before such additions or alterations were undertaken. These additions and alterations ma be made without increasing the _hazards to fire life safety, and with the improved sprinkler s stem and added exit passageway, the existing conditions are improved. --?----" - r'1 DECLARATION OF EASEMENT ?.Q THIS DECLARATZON is made and entered into this day of AQrr J , 1987, by THE NORTHWESTERN MUTUAL LIFE iNSURANCE COMPAnY, a Wisconsin corporation (herein called "NML"). WITNESSETH THAT: WHEREAS, NML is the owner in fee simple of certain real property (herein called "Lot 3") lying and being in the County of Dakota and State of Minnesota, legally described as follows, to-wit: Lot Three (3), Block One (1), EAGANDALE CENTER INDUSTRIAL PARK NO. 8, according to the recorded plat thereof; WHEREAS, NML is also the owner in fee simple of certain real prooerty (here.in call.ed "Lot. 7") 1.oaatpd in the County of Dakota and State of Minnesota and adjacent to Lot 3, legally described as follows, to-wit: Lot One (1), Block One (1), EAGANDALE CENTER INDUSTRIAL PARK N0. 8, according to the recorded plat thereof; WHEREAS, NML desires to create an easement over and across a portion of Lot 1 and a portion of Lot 3 to be used as a common driveway and site for utility lines in accordance with the terms and conditions of this Declaration. NOW, THEREFORE, NML does hereby declare that Lot 3 and Lot 1 shall be held, improved and utilized subject to the following described easements: 1. Easement Burdening Lot 3. That portion (herein called the "Lot 3 Easement Area") of Lot 3 described as follows, to-wit: JO6 LOCAT%o!J C.DA) 7F/aC70P ti f:Rl?Fr -/3/7PRiCAN l??JlT Q/SPnJ F.WP pd?dTeGT%oi? e Ce?rRA? % h'NAD agl?4 cAi?k.J bhtF ?t;JL? 3?i /SO.? S'• NE, -? .__... .---- , ?"r^G/a? . A twenty (20)-foot strip along the Southerly most 393.60 feet of-the Northwesterly boundary of Lot 3; shall be subject to a perpetual easement (herein caZled the "Lot 3 Easement") for the purposes of constructing, installing, using, operating, reconstructing, repairing, maintaining, removing and inspecting a driveway and/or utilicy lines. The Lot 3 Easement shall be for the appurtenant benefit of Lot 1 and, when and if NML causes the Lot 2 Amendment (as said term is defined in Paragraph 3 hereof) to be executed and filed as provided in Paragraph 3 hereof, the Lot 3 Easement shall also be for the appurtenant benefit of Lot 2(as said term is defined in Paragraph 3 hereof). 2. Easement Burdening Lot 1. That portion (herein called the "Lot 1 Easement Area") of Lot 1 described as follows, to-wit: e-. iwenty (20)-tuot 5c.rip aiong tiie Soucneasteriy boundary of Lot 1; shall be subject to a perpetual easement (herein called the "Lot 1 Easement") for the purposes of constructing, installinq, using, operating, reconstructing, repairing, maintaining, removing and inspecting a driveway and/or utility lines. The Lot 1 Easement shall be for the appurtenant benefit of Lot 3 and, when and if NML causes the Lot 2 Amendment to be executed and filed as provided in Paragraph 3 hereof, the Lot 1 Easement shall also be for the appurtenant benefit of Lot 2. 3. NML's Riqht to Unilaterally Amend Declaration. At any time hereafter, as long as NML is the owner of Lot 3 and all or any portion of the following described property: -2- , ?- .? : i? Lot Two (2), Block One (1), EAGANDALE CENTER INDUSTRIAL PARK NO. 8(herein called "Lot 2"); and regardless of whether or not NML is the owner of Lot 1, NML may cause an amendment (herein called the "LOt 2 Amendment") to this Declaration to be filed in the office of the Dakota County Registrar of Titles, providing that (i) the Lot 3 Easement and the Lot 1 Easement shall also be for the appurtenant benefit of Lot 2; and (ii) the Lot 3 Easement Area shall be expanded as deemed necessary or desirable by NML to allow vehicular access from the Lot 1 and Lot 3 Easement Areas to Lot 2. From and after the filing of the Lot 2 Amendment, the terms "Lot 3 Easement" and "LOt 3 Easement Area" shall include the additional area designated by NML in the Lot 2 Amendment, and the Lot 1 Easement and the Lot 3 Easement shall be for the appurtenant benefit of Lot 2, and the owner of Lot 2 and its successors and assigns and its and their tenants and subtenants and their employees, agents, customers and invitees shall have all of the rights and privileges hereby afforded to, and shall be subject to a11 of the restrictions, covenants and obligations hereby imposed upon, the owners of Lot 1 and Lot 3 and their successors and assigns and their tenants and subtenants and their employees, agents, customers and invitees. The Lot 2 Amendment shall be effective upon execution by NML and filing in the office of the Dakota County Registrar of Titles. Execution of the Lot 2 Amendment by parties other than NML (including, without limitation, parties holding an interest in Lot 1) shall not be a condition precedent to the efficacy of the Lot 2 Amendment. 4. Construction. Any feE: owner of Lot 1 or Lot 3(or Lot 2, when and if the Lot 2 Amendment is executed -3- and filed) shall have the option (but not the obligation) at any time to construct a driveway and/or a utility line or lines in the area (herein called the "Total Easement Area") comprised of the Lot 1 Easement Area and the Lot 3 Easement Area. Any party performing any such construction hereunder shall, at its sole cost and expense, repair, replace and restore any and all damage to the driveway or utility lines (if they then exist) or to other improvements on or near the Total Easement Area (the existence of which improvements is not inconsistent with the rights granted in this Declaration) which may be damaged by such construction to the same condition as existed prior to such construction. 5. Right To Use. Once constructed, the owner of Lot 1 and the owner of Lot 3(and, when and if the Lot 2 Amendment is executed and filed, the owner of Lot 2), and their successors and assigns, and their tenants and subtenants, and their employees, agents, customers and invitees, shall have the option to use (i) said driveway, provided the cost and expense of construction of any access to said driveway from the user's property is paid by the user; and (ii) a utility line, provided sufficient capacity exists in the prior written opinion of the party which constructed the utility line, its successors and assigns, and provided further that hook up is accomplished at the user's sole cost and expense. o. hlaintenance. The party which constructed the driveway and/or a utility line, its successors and assigns, shall be responsible for the repair and maintenance thereof. Such repair and maintenance shall Y;e done in a good and workmanlike manner and in compliance with all laws and regulations applicable thereto. The party performing such -4- `. ? \.?, repair and maintenance shall repair, and, for the purposes hereof, the cost of such repair and maintenance shall include repair of, any and all damage to any improvements on or near the Total Easement Area which may be damaged during the course of repair and maintenance. The cost of such repair and maintenance of the driveway, however, shall be shared by and among the fee owners of the lots (each such lot is herein called a"Driveway Benefitted Lot") for which a curb cut exists giving access to the driveway. Each such fee owner's share shall be a fraction of the cost thereof, the numerator of which is the number of Oriveway Benefitted Lots owned by said fee owner and the denominator of which is the number of Driveway Benefitted Lots. The cost of such repair and maintenance of a utility line, however, shail be snared by and among the fee owners of the lots (each such lot is herein called a"Utility Benefitted Lot") which have physically hooked up to said utility line. Each such fee owner's share shall be a fraction of the cost thereof, the numerator of which is the number of Utility Senefitted Lots owned by said fee owner and the denominator of which is the number of Utility Benefitted Lots. Each such fee owner of a Driveway Benefitted Lot or a Utility Benefitted Lot shall pay its share to the party performinq such repair and maintenance upon demand and upon receipt of copies of invoices and records evidencing the cost thereof. In the event any fee owner fails to pay its share of the cost of repair and maintenance within five (5) days of demand and receipt of copie:; of such invoices, such £ee owner's share shall bear interest at the annual rate -5- ? . •. t' ? equal to the lesser of (i) one (1) percentage point in excess of the rate of interest from time to time publicly announced by First National Bank of Minneapolis as its reference rate, or if said Bank discontinues the practice of publicly announcing its reference rate, one (1) percentage point in excess of the rate of interest charged by said Bank for 90-day unsecured loans to commercial borrowers of the highest credit rating; and (ii) the highest rate of interest permitted under the laws of the State of Minnesota. 7. Insurance. Each user of the driveway and/or utility lines shall maintain lia6ility insurance covering injuries to person or property within the Total Easement Area to the extent deemed desirable by said user. 8. Rules and Regulations. The party which constructed the driveway and/or any utility line, its successors and assigns, shall have the right from time to time to impose reasonable rules and regulations with respect to the use thereof. 9. No Obstructions Permitted. Once the driveway is constructed, an unrestricted right of access over and across said driveway shall be kept, maintained and preserved at all times, and no party shall (i) interfere, or permit interference, with the right to use any part of the driveway as herein granted; or (ii) erect, or permit the erection of, any fence, building, structure or other barrier restricting access to, from and over said driveway; provided, however, that nothing herein contained shall restrict or prohibit the closing of said driveway from time to time for the purpose of repair, improvement, preventing Lne accruing of public rights therein or for any other legitimate purpose. -6- ' ' L • ?/ ? 10. Interference With Business on Lot 1 and 3. No party shall unreasonably disrupt the business conducted or to be conducted on Lot 1 and/or Lot 3 during construction, installation, operation, reconstruction, repair, maintenance, removal or inspection.of the driveway and/or utility lines described herein. Nothing contained in this Declaration shall in any manner affect, limit, modify or restrict, or be deemed or construed to affect, limit, modify or restrict, the right to use, or to construct, install or locate any building, buildings or other improvements upon, Lot 1 and/or Lot 3, except in the Lot 1 Easement Area and the Lot 3 Easement Area. 11. Binding Effect. This Declaration shall encumber Lot 1 and Lot 3(and Lot 2, when and if the Lot 2 Amendment is executed and filed) and shall benefit Lot 1 and Lot 3 (and Lot 2, when and if the Lot 2 Amendment is executed and filed) and shall run with Lot 1 and Lot 3(and Lot 2, when and if the Lot 2 Amendment is executed and filed) and shall be binding upon all parties having any right, title and interest in said lots or any part thereof, their heirs, successors and assigns, and shall inure to the benefit of all parties having any right, title and interest in said lots or any part thereof, their heirs, successors and assigns; provided, however, that NML's right to unilaterally amend this Declaration pursuant to Paragraph 3 hereof shall be personal to NML, and said riyltt shall terminate at such time that NML no longer holds an interest in Lot 2. 12. Miscellaneous. The section headings or captions appearing in this Declaration are ior convenience only, are not a part of this Declaration and are not to be considered -7- in interpreting this Declaration. Invalidation of any provision of this Declaration, whether by any court or otherwise, shall not affect in any way the other provisions of this Declaration. Except as provided in Paragraph 3 hereof, this Declaration may only be modified, supplemented, amended or terminated by the owners of the fee simple title to Lot 1 and Lot 3 (and Lot 2, when and if the Lot 2 Amendment is executed and filed) with the written consent of all mortgagees or beneficiaries and trustees under first mortgages or deeds of trust covering all or any portion of Lot 1 and Lot 3(and Lot 2, when and if the Lot 2 Amendment is executed and filed). No such modification, supplement, amendment or termination shall be effective until a proper written instrument has been executed, delivered and recorded in the office of the Registrar of Titles in and for the County of Dakota, State of Minnesota. This Declaration shall be governed by the laws of the State of Minnesota. IN WITNESS WHEREOF, NML has caused this instrument to be executed the day and year first above written. THE NORTHWESTERN MUTUAL LIFE INSURANCE COMPANY . BY Z6 nrr._; : cc Its VicF Precident Mason G. Roas ,;:.. ACtest`?z?s?i?/? f T u. It 5_ A?s t Secretarv l;?,rv M NF?x?itt c• -8- STATE OFW'SEONSiN y COUNTY 01"«^WAUKEE ) ss T foreqo me thi?nG day of ? the vq?e Preaiclent COMPANY, a Wisconsin ? ?rument was acknowled ge?d bef4?, , 1987, b y n'1asDn G. lt0ee NORTHWESTE?MUTUAL LIFE INSU jANGE ation, on ?fQ,ttalf of the corpog?atif6n. THIS INSTRUMENT WAS DRAFTED BY: DORSEY & WFiITNEY (EAG) 2200 First Bank Place East Minneapolis, Minnesota 55402 .a. -9- MY Oommi.asion expiree J4Uarv 31, jM .•.,? .?.ti,.rn.o+'.o+.rO?ro,.o„7,eo,eaxc ? z ? ? NOTARY PU6LIC SEAL QERNICE BUSE NOTAlY ?UWC STA7E OF W3CONiIN ? ?aeeo,ae ro.wra,w?d,?ouo?av?,ram FIRST AMENDMENT TO ? ? ? DECLARAmlION OF-EASEMENT t11^4: THIS FIRST ANIENDMENT is made and ent°red into this ( day of , 1988, by THC NORTHWF.STERN MUTUAL I.IFE INSURANCE COMPANY, a Wisconsin corncrat_i.on (herein called "NML") and AMERICAN I'RUIT a PRODUCE CO., a Minnesota corporat:on (herein call.ed "American Frliit"). WITNESSE'PH 'PHPT: WHEREAS, NML previously executed a certain Declaration of Easement dated April 23, 1987, filed April 28, 1987, as Document No. 184883 in the office of the Registrar of Titles in and for Dakota County, Minnesota (herein called the "Declaration") ; WHEREAS, the Declaration created a common driveway t and utility line easement running along the common boundary line of, and burdening and benefitting, two (2) lots then owned by NML, legally described as Lot Three (3), Block One (1), EAGANDALE CENTER IND[]STRIAL PARK N0. 8, accordinq to the recorded plat thereof (herein called "LOt 3") and Lot One (1), Block One (.l), EAGANDALE CENTER INDUSTRIAL PARK N0. 8, according to the reeorded plat thereof (herein called "Lot 1"); WHEREAS, NML subsequently conveyed Lot 1 to American Fruit by Limited Warranty Deed, dated April 27, 1987, filed April 28, 1987, as Document No. 189885, in the office of the Registrar of Titles in and for Dakota County, Minnesota; WHEREAS, pursuant to :3 certain Purchase Aqreement dated July 29, 1988, by and between NML, as seller, and Kraft, Inc., a Delaware corporation (herein called "Kraft"), as purchaser (herein called the "Purchase Agreement"), NML has agreed to convey to Kraft the following described real property (herein called "SOUtherly Portion of Lot 2") lying and being in the County of Dakota and State of Minnesota and adjacent to Lot 1 and Lot 3: That part of Lot Two (2), Block One (1), EAGANDALE CENTER ItdDUS'tRIAL PARK NO. 8, according to the recorded plat th.ereof, Dakota County, Minnesota, lying southwesterly of a line 726.00 feet southwesterly of and parallel witlz the northeasterly line of said Lot Two (2); WHEREAS, NML w.ill retain ownership in fee simple of the remainder (herein called the "Northerly Portion of Lot 2") of Lot Two (2), Block One (1), EAGANDALE CENTER INDUSTRIAL PARK NO. 8, according to the recorded plat thereof; WHEREAS, pursuant to the Purchase Agreement, NML and Kraft have agreed that, prior to the conveyance by NML to Kraft of the Southerly Portion of Lot 2, the Declaration shall be amended to extend the common driveway/utility line easement over Lot 3 and the Southerly Portion of Lot 2 so that its northerly boundary is even with the northeasterly boundary line of the Southerly Portion of Lot 2, all in accordance with the terms and conditions hereof; and WHEREAS, American Fruit is a subsidiary of Kraft and has, therefore, agreed to the provisions hereof. NOW, THEREFORE, in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, NML and American Fruit hereby agree as follows: A. Paragraph 1 of the Decl.aration is hereby amended by deleting it in its entirety and substituting the following " in lieu thereof: 1. Easement Burdening Lot 3. That portion (herein called the "Lot 3 Easement Area") of Lot 3 described as follows, to-wit: A twenty (20)-foot strip along the Northwesterly boundary of Lot 3, the Southwesterly boundary of which strip is the Northerly right of way line of West Service Road and the Northeasterly boundary -2- of which strip is a line p°rpendicular to the Northwesterly boundary of Lot 3 drawn through a point located 726.00 feet Solithwesterly of the Northeasterly corner of Lot Two (2), Block One (1), EAGANDALE CENTER INDUSTRIAL PAFK NO. 8(herein called "Lot 2"), as measured along the Northwesterly boundary of Lot 3 and the Northeasterly boundary of Lot 2; shall be subject to a perpetual easement (Yierein called the "Lot 3 Easement") for the purposes of con.str4cting, installing, using, operating, reconstructing, repairing, maintaining, removing and inspecting a driveway and!or utility lines. The Lot 3 Easement shall be for the anpurtenar.t benefit of Lot 1 and the following described portion (herein called the "Southerly Portion of Lot 2") of Lot 2: That part of Lot Two (2), Block One (1), EAGANDPLE CENTER INDUSTRIAL PARK NO. 8, accordinq to the recorded plat thereof, Dakota County, Minnesota, lying southwesterly of a line 726.00 feet southwesterly of and parallel with the northeasterly line of said Lot Two (2). Furthermore, when and if NML causes the Lot 2 Amendment (as said term is defined in Paragraph 4 hereof) to be executed and filed as provided in Paragraph 4 hereof, the Lot 3 Easement shall also be for the appurtenant benefit of all or the designated part of the following described portion (herein called the "Northerly Portion of Lot 2") of Lot 2: That part of Lot Two (2), Block One (1), EAGANDALE CENTER INDUSTRIAL PARK NO. 8, according to the recorded plat thereof, Dakota County, Minnesota, lying northeasterly of a line 726.00 feet southwesterly of and parallel with the northeasterly line of said Lot Two (2). B. Paragraph 2 of the Declaration is hereby amended by deleting it in its entirety and substituting the following in lieu thereof: 2. Easement Burdening Lot 1. That portion (herein called the "Lot 1 Easement Area") of Lot 1 described as follows, to-wit: A twenty (20)-foot strip along the Southeasterly boundary of Lot 1; shall be subject to a perpetual easement (herein called the "Lot 1 Easement") for the purposes of constructing, installing, using, operating, reconstructing, repairing, maintaining, removing and inspecting a driveway and/or utility lines. The Lot 1 Easement shall be for the appurtenant benefit of Lot 3 and the Southerly Portion of Lot 2 and, when and if NML causes the Lot 2 Amendment to be executed and filed as provided in Paragraph 4 hereof, the Lot 1 Easement shall also be for the appurtenant benefit of all or the designated part of the Northerly Portion of Lot 2. -3- C. The Declaration is hereby amended by inserting therein a new Paragraph 3 as follows and renumbering all subsequent paragraphs accordingly: 3. Easement Burdening Southerly Portion of Lot 2. That portion (herein called the "South Lot 2 Easement Area") of the Southerly Portion of Lut 2 described as follows, to-wit: A twenty (20)-foot strip along the Southeasterly boundary of the Southerly Pox•tion of Lot 2; shall be subject to a perpetual easement (herein called the "South Lot 2 Easement") for the purposes of constructing, installing, using, operating, reconstructing, repairing, maintaining, removing and inspecting a driveway and/or utility lines. The South Lot 2 Easement shall be for the benefit of Lot 3, Lot 1 and, when and if NML causes the Lot 2 Amendment to be executed and filed as provided in Paragraph 4 hereof, the South Lot 2 Easement shall also be for the appurtenant benefit of all or the designated part of the Northerly Portion of Lot 2. D. Paragraph 3 of the Declaration is hereby amended by renumbering it to be "Paragraph 4" and 6y deleting its text in its entirety and substituting the following in lieu thereof: 4. NML's Right to Unilaterally Amend Declaration. At any time hereafter, as long as NML is the owner of Lot 3 and all or any portion of the Northerly Portion of Lot 2 and regardless of the fact that NML is not the owner of Lot 1 and the Southerly Portion of Lot 2, NML may cause an amendment (herein called the "Lot 2 Amendment") to this Declaration to be filed in the office of the Dakota County Registrar of Titles, providing that (i) the Lot 3 Easement, the Lot 1 Easement and the South Lot 2 Easement shall also be for the appurtenant benefit of all or any designated part of the Northerly Portion of Lot 2; and/or (ii) the Lot 3 Easement Area shall 6e expanded as deemed necessary or desirable by NML to allow vehicular access from the Lot 3 and South Lot 2 Easement Areas to the Northerly Portion of Lot 2. From and after the filing of the Lot 2 Amendment, the terms "Lot 3 Easement" and "Lot 3 Easement Area" shall include any additional area designated by NML in the Lot 2 Amendment, and the Lot 1 Easement, the Lot 3 Easement and the South Lot 2 Easement shall be for the appurtenant benefit of all or the designated part of the Northerly Portion of Lot 2, and the owner of the Northerly Portion of Lot 2(or the designated part thereof) and its successors and assigns and its and their tenants and subtenants and their employees, agents, customers and invitees shall have all of the rights and privileges hereby afforded to, and shall be subject to all of the restrictions, covenants and obligations hereby imposed upon, the owners of Lot 1, Lot 3 and the Southerly Portion of Lot 2 and their successors and assigns and their tenants and subtenants and their employees, agents, customers and invitees. The Lot 2 ' Amendment shall be effective upon execution by NML and filing -4- C. The Declaration is hereby amended by inserting therein a new Paragraph 3 as follows and renumbering all subsequent paragraphs accordingly: 3. Easement BurdeningSoutherly Portion of Lot 2. That portion (herein called the "South Lot 2 Easement Area") of the Southerly Portion of Lut 2 described as follows, to-wit: A twenty (20)-foot strip along the Southeasterly boundary of the Southerly Portion of Lot 2; shall be subject to a perpetual easement (herein called the "South Lot 2 Easement") for the purposes of constructing, installing, using, operating, reconstructing, repairing, maintaining, removing and inspecting a driveway and/or utility lines. The South Lot 2 Easement shall be for the benefit of Lot 3, Lot 1 and, when and if NML causes the Lot 2 Amendment to be executed and filed as provided in Paragraph 4 hereof, the South Lot 2 Easement shall also be for the appurtenant benefit of all or the designated part of the Northerly Portion of Lot 2. D. Paragraph 3 of the Declaration is hereby amended by renumbering it to be "Paragraph 4" and by deleting its text in its entirety and substituting the following in lieu thereof: 4. NML's Right to Unilaterally Amend Declaration. At any time hereafter, as long as NML is the owner of Lot 3 and all or any portion of the Northerly Portion of Lot 2 and regardless of the fact that NML is not the owner of Lot 1 and the Southerly Portion of Lot 2, NML may cause an amendment (herein called the "Lot 2 Amendment") to this Declaration to be filed in the office of the Dakota County Registrar of Titles, providing that (i) the Lot 3 Easement, the Lot 1 Easement and the South Lot 2 Easement shall also be for the appurtenant benefit of all or any designated part of the Northerly Portion of Lot 2; and/or (ii) the Lot 3 Easement Area shall be expanded as deemed necessary or desirable by NML to allow vehicular access from the Lot 3 and South Lot 2 Easement Areas to the Northerly Portion of Lot 2. From and after the filing of the Lot 2 Amendment, the terms "Lot 3 Easement" and "Lot 3 Easement Area" shall include any additional area designated by NML in the Lot 2 Amendment, and the Lot 1 Easement, the Lot 3 Easement and the South Lot 2 Easement shall be for the appurtenant benefit of all or the desiqnated part of the Northerly Portion of Lot 2, and the owner of the Northerly Portion of Lot 2(or the designated part thereof) and its successors and assigns and its and their tenants and subtenants and their employees, agents, customers and invitees shall have all of the rights and privileges hereby afforded to, and shall be subject to all of the restrictions, covenants and obligations hereby imposed upon, the owners of Lot 1, Lot 3 and the Southerly Portion of Lot 2 and their successors and assigns and their tenants and subtenants and their employees, agents, customers and invitees. The Lot 2 ' Amendment shall be effective upon execution by NML and filing -4- in the office of the Dakota County Registrar of Titles. Execution - of the Lot 2 Amendment by partiea other than NML (including, without limitation, parties holding an interest in Lot 1 and the Southerly Portion of. Lot 2) shall not be a condition precedent to the efficacy cf the Lot 2 Fvnendment. E. Paragraph 4 of the Declaration is hereby amended by renumbering it to be "Paragraph 5" and by deleting its tex.t in its entirety and subsri*_uting the following ir lieu thereof: 5. Construction. Any fee owner of Lot 1 or Lot 3 or the Southerly Portion of Lot 2(or all or the designated part of the Northerly Portion of Lot 2, when and if the Lot 2 Amendment is executed and filed) shall have the option (but not the obligation) at any time to construct a driveway and/or a utility line or lines in the area (herein called the "Total Easement Area") comprised of the Lot 1 Easement Area, the Lot 3 Easement Area and the South Lot 2 Easement Area. Any party performing any such construction hereunder shall, at its sole cost and expense, repair, replace and restore any and all damage to the driveway or utility lines (if they then exist) or to other improvements on or near the Total Easement Area (the existence of which improvements is not inconsistent with the rights granted in this Declaration) which may be damaged by such construction to the same condition as existed prior to such construction. F. Paragraph 5 of the Declaration is hereby amended by renumbering it to be "Paragraph 6" and by deleting its text in its entirety and substitutinq the following in lieu thereof: 6. Right to Use. Once constructed, the owner of Lot 1, the owner of Lot 3 and the owner of the Southerly Portion of Lot 2(and, when and if the Lot 2 Amendment is executed and filed, the owner of all or the designated part of the Northerly Portion of Lot 2), an3 their successors and assigns, and their tenants and subtenants, and their employees, agents, customers and invitees, shall have the option to use (i) said driveway, provided the cost and expense of construction of any access to said driveway from the user's property is paid by the user; and (ii) a utility line, provided sufficient capacity exists in the prior written opinion of the party which constructed the utility line, its successors and assigns, and provided further that hook up is accomplished at the user's sole cost and expense. G. Paragraph 6 of the Declaration is hereby amended by renumbering it to be "Paragraph 7" and by substituting the word "parcel(s)" in lieu of the word "lot(s)", each time the word "lot(s)" (with a lower case "1") appears therein and by inserting the following therain as a new paragraph between the third and fourth paragraphs thereof: -5- ' . . .. . . . . ' . ' ? ? . ? . . . Notwithstanding the foregoing, if the need for " repair or maintenance of the driveway arises due to the negligent or intentional act(s) of one or more owner(s) of Driveway Benefitted Lot(s) or the need for repair or maintenance of a utility line arises due to the negligent or intentional act(s) of one or more owner(s) of Utility Benefitted Lot(s), such negligently or intentionally acting owner(s) shall be responsible for the entire cost of such repair or maintenance, which cost shall be attributed to each such owner based upon such owner's degree of negligence. H. Paragraph 10 of the Declaration is hereby amended by renumbering it to be "Paragr'aph 11" and retitling it as "Interference With Business on Lot 1, Lot 3 and the Southerly Portion of Lot 2" and by deleting its text in its entirety and substituting the following in lieu thereof: 11. Interference With Business on Lot 1, Lot 3 and the Southerly Portion of Lot 2. No party shall unreasonably disrupt the business conducted or to be conducted on Lot l? Lot 3 and/or the Southerly Portion of Lot 2 during construction, installation, operation, reconstruction, repair, maintenance, removal or inspection of the driveway and/or utility lines described herein. Nothing contained in this Declaration shall in any manner affect, limit, modify or restrict, or be deemed or construed to affect, limit, modify or restrict, the right to use, or to construct, install or locate any building, buildings or other improvements upon, Lot 1, Lot 3 and/or the Southerly Portion of Lot 2, except in the Lot 1 Easement Area, the Lot 3 Easement Area and the South Lot 2 Easement Area. I. Paragraph 11 of the Declaration is hereUy amended by renumbering it to be "Paragraph 12" and by deleting its text in its entirety and substituting the following in lieu thereof: 12. Binding Effect. This Declaration shall encumber Lot 1, Lot 3 and the Southerly Portion of Lot 2(and all or the designated part of the Northerly Portion of Lot 2, when and if the Lot 2 Amendment is executed and filed) and shall benefit Lot 1, Lot 3, the Southerly Portion of Lot 2 (and all or the designated part of the Northerly Portion of Lot 2, when and if the Lot 2 Amendment is executed and filed) and shall be binding upon all parties having any right, title and interest in said lots or any part thereof, their heirs, successors and assigns, and shall inure to the benefit of all parties having any right, title and interest in said lots or any part thereof, their heirs, successors and assigns; provided, however, that NML's right to unilaterally amend this Declaration pursuant to Paragraph 4 hereof shall be personal to NML, and said right shall terminate at such time that NML no longer holds an interest in the Northerly Portion of Lot 2. -6- J. Paragraph 12 of the Declaration is hereby amended by renumbering it to be "Paraqraoh 13" and by deleting its text in its entirety and substi.tucing the following in lieu thereof: 13. Miscellaneous. The secticNn headings or captions appearinq in this Uec]aratioii are for ronvenience only, are not a par.i: of this Der?larati.cn and are not to be considered in intj2rpret?.ny this Declarstio:i. Iiivalidation of any provision of tnis Declara!:ion, whether by any court or otherwise, shall not affect in any way the otlier proviaions of this Declaration. Except as provided in Paragraph 4 hereof, this Declaration may only be rtiodifi.ed; supplemented, amended or terminated by the owners uf che fee simple title to Lot 1, Lot 3 and the Southerly Portion of Lot 2(and all or the designated part of the Northerly Portion of Lot 2, when and if the Lot 2 Amendinent is executed and filed) with the written consent of all mortgagees or beneficiaries and trustees under first mortgages or deeds of trust covering all or any portion of Lot 1, Lot 3 and the Southerly Portion of Lot 2(and all or the designated part of the Northerl.y Portion of Lot 2, ' when and if the Lot 2 Amendment is executed and filed). No such modification, supplement, amendment or termination shall be effective until a proper written instrument has been executed, delivered and recorded in the office of the Registrar of Titles in and for the County of Dakota, State of Minnesota. This Declaration shall be governed by the laws of the State of Minnesota. K. This First Amendment shall be effective as of the day and year first set forth above. L. All of the terms and conditions of the Declaration, except as herein modified, shall remain in full force and effect. Except as may be expressly stated herein, nothing herein shall be construed to be a waiver of any right, power or privilege existing in favor of either party hereto before the effective date hereof. M. This First Amendment and the Declaration represent the full and complete agreemenc of the oarties in connection with the above-described matter and shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns. N. This First Amenclment may be exeuuted in any number of counterparts cach of which shall be deemed an original but all of which together shall constitute but one instrument. -7- IN WITNESS WHEREOF, the parties hereto Yiave caused this instrument to be executed the day and year first above written. THE vOP.THWESTERN MUTUAL LIFE INSURANCE COMPAPIY By Its AMERICAN FRUIT & PRODUCE CO. By Its STATE OF ) )ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 1988, by , the of THE NORTHWESTERN MUTUAL LIFE INSURANCE COMPANY, a Wisconsin corporation, on behalf of the corporation. Notary Public STATE OF ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 1988, by , the of AMERICAN FRUIT & PRODUCE CO., a Minnesota corporation, on behalf of the corporation. Notary Public -8- NOTE: 7VP1NC? \°3 C.PcTH001C?LLY PV-.OTCCTED P NDTE'. Lo° TH1CrK REINFDF',LED LO[VL. tjLRV-? I N DR\V E RRE A 8T ?vE1Z -Mt?1V.5 PROPOSEO Z" aRLVI'-1NiZE1D VE1-t7 LINES 7D 1Z' R1SEF.S ON F?UILOtIVt? Existing Building .N i J ,y ? I \ \ ? \ 0 PF?OPD`--)ED OWU?5 - LDP,NING F1?F?LRS -TP,NY,S - 12t700 GALLDN , Tu F,EY'-_RC? L2) EXIS7INC? SgEEL TANKS, IVEW TRtvKS TO 1a'fz?VE Z' SE.PRFiRT10N 6r 3'-D F-SURN DEPT' TRN?S , LON?RIN 11ESE ? FUEL ?' ?EVf&tD ? (Zl PC'.dPOSEQ l'i2 l-+F SUF?YU!`nPS \ ,? \_ ? -(91 PROPOSEO IN.V?:FtTED U-SH'ReED F?? \VI/ (Z) I ? I ? ? I I J PROPOSED ELEL . ? i ? ? ?Z? PP,?C'LSSE'D ?LE?Tt;nN1L TRNY, C?RULE - -i J ?O _ - -F - YY1tlNITOR / r I ? ? i 21 PROP?SED MFISTEFL I Ini ( • SUBIECT TO FINAL INSP€C710N AND ANY CNANGES N07ED. ? CONTACT LOCAL FIRE AUTHORITY PR10R TO PROJECT START. TI'?N1` L?F1UI?ES D1SPE(V SEQ?S c? a ? . 'a V a ? _ ? w W y V z ? Y ? a W 0 H W a Ui ? w ? ? y O a 0 d U ? W p, o 0 0 ? 0 0 m ? ? ? ? ? N ? m ., W z 0 x n I o 401 0(? ? ? 12l PROPCLSEC7 a' XZ8' STEEL 15LAIVD . FO.IV\1?3 "TO REN\R61V - PR?POSED ?' x(a' S7EEL 1 S?F+ND ! FORM 2864 EAGANDALE BLVD. CZl PROP0SEa7 ?1 " Fll L F1F'ES W/ °---? AMERICAN FRU1T 8 PRODUCE E A G A N, M N g'o9 k` CZl PRI?P?EO ?T?? L1TE ._ ? ,?3 4 ' +k bSE STRNDS DRDP TUL?ES &i SPII? PP?EV EI??II?N ? ` = owwww er T M ? Z owiz 1 Rma?oHS cwrc . ^ o ??C 4193j ;o> ?s3iian; ?a3<cfi cn "rowovmer . D E T A 1 L PR A W I N Ca O F S I T E P L A PI SCA' 6?'?? l„ = I O ?' ortAwINa Nureca rtns FIRE CONTAOL INSTRUMENTS, Inc, .. ?,....°. -? +- - x 2117 212 :4 :52e:72e tt o-a e•n. i? .. ' "D o ?o °,o .o. . oo . ?,.m .o.?,..r ? .?., 16 w:. o-. `'u? y a.d? ? y1 .,? .. . i , ,... 16 ? ..?.m,,,o,...... .. ,.? ?s ? ? ? ??• ,, g,o .N?E . .? ? iz . u 'o o-o „ ? 1 0 na..s??.a ? ? 9 a ?E o?w?`e:ia J ...?,?o-. ° ° o a..no:??... [o e ? [ F4 u 3t.?xv .,.?w 'AZ wi x J534II/Rtl SNCJ]Q?i* 353?]]UQ ]5)43]?3tl ?-...?A..? ? aa 8 8 ..,.. " ? , .o .o..n . g.A e e ? 3 ? ? xor[t y ? .o..,. , . a , )6 34 J8 34 ?0 ?1 3A 3] ]8 JV ?0 b]] 38 )9 t0 ?l ]A Ii ]B ]9 ?0 M. _16 O- i? ?/ •? .. •? ? . ' , 6 [oin epa • • • • • • NOTES 1. JT Cut to transmi[ syst. trouble to remote station via telephone line. (Term 25 & 26) Relay Kl required. 2. JL Cut if reversing relay (K2) la[ch is NOT desired. 3. J12 Cut when using remote station signal via telephone line. (Term 25 & 26) 4. J13 Cut if RTI Remote Trouble Indicator is NOT used. 5. 7RT1 Cut if RTI Remo[e Trouble Indicator is used. 6. Jll Cut if BMC-6 or CCM-6 is installed. Z JS3 Cut if supervision of terminals 3 3c 4 is desired. 8. 7S5 Cut if supervision of terminals 4& 5 is desired. 9. JRA/JRB Cut on each zone where remote zone LED annunciator is used. Cut on each zone where Double DensiCy Zone DeCector Module (ZDM-D) is used. 10. I10A/J10B Remove from left of each zone installed except Zone 1. 11. J22 Cut to disable Battery Bell Test from ac[ivating Bus 6. 12. DIODE JUMPER POSITION (Odd Zones 1, 3, 5, etc.) (Even Zones, 2, 4, 6, etc.) FUNCTION J1A J1B Alarm will activate master box output only. J2A 7213 Alarm will activate Bus 2. J3A 7313 Alarm will ac[ivate ind. applianee ckts, rev. relay, master box. J4A J413 Alarm will activate aux. alarm output only. (Term. 3& 5) JSA JSB Alarm will activa[e Bus 5. J6A J613 Alarm will activate Bus 6. 13. ? Denotes supervised wiring. • Denotcs op[ional or accessory. * Except for master box output, A.C. supply circuit and standby battery circuit. 14. RELAY NUMBER LOCATION PART NO. Power Transfer Relay K4 BMFC-6 26592 Rev. 3c Signal Relay K2 & K3 BMFGG 4500-0024 Trouble Relay K1 BMFC-6 4500-0024 Transfer Relay Kl PS-6 26592 15. EOL-D = 39K 1/2 Watt, 5% resistor. 16. When sysfem is supplied in 2 or more enclosures, mount adjacent wi[h inter-connection cable in metallic raceway. 17. To determine the appropriate s[andby batteries needed, see 9000-0007, Para. 19. 18. Main supply cireuit inpuh 120 VAC, 60 Hz @ 2A/non-power limited circuit, output 24 VDC nominal @ 4A. See 9000-0007, para. 11 & 20. 19. Standby battery circuih Input 24 VDC nominal non-power limited circuit, output 27.2 VDC, 09A mae. 20. Initiating circuit output: 24 VDC nom. supervisory, 0.035A mae. alarm, power limited circuit. See 9000- 0007 para.l6. 21. Indieating appliance circuits: output 24 VDC nom, 1.75A maY alarm, power limited circuit. See 9000- 0007, para. 7. 22. Supplementary signaling circui[s-auxiliary alarm output: 24 VDC nom., O.SOA mar. alarm per output, power limited cirwit. See 9000-0007, para. 6. 23. Polarity reversal circuits: 24 VDC nom., 0.13A max., power limited circuit See 9000-0007 para. 12. 24. Master box output: 24 VDC nom, O.SA max. alarm, non-power limited circuit. See 9000-0007 para. 5. 25. Annunciator circuit 24 VDC nom, O.SA mar. alarm, power limited circuit Do not connecY any load in excess of O.lA. 26. RTI circuic 24 VDC nom, O.OOSA mar, power limited circuit See 9000-0007, para. 9. 27. Central station connection per NFPA 77. Sce dwg. 9040-0038. 28. FUSES A- Signal circuit #2 F- AC Power B- Standby battery G- Aux. Alarm output; fuse is non-interchangeaUle. C- Signal Circuit #1 H- Main Power Limiter, permanent SA D- Smoke detector output J- Main Power Limiter, replaceablc. SA E - External output FIRE CONTROL INSTRUMENTS, Inc. ENGINEER AND ARCHITECT SPECIFICATION The control interface card for the fire alarm system shall be the model BMFC-6. It shall be listed by Un- derwriters Laboratories, Inc. for service in accordance wi[h the NFPA Standards 71, 72A, 72B, 72C and 72D. The BMFC-6 will be capable of providing system expansion withou[ removal of this card and will have as standard features one set of SPDT alarm operated relay contacts, terminals for re.mote station signaling via polazity reversal, terminals for connection of remote Irouble indicator units, trouble dry wntacts, municipal tie or master box output with disconnect switch and remote reset. It shall be compatible with remote alarm silence, remote reset and drill units, remote zone annunciation of an alarm or trouble, and have the ability to activate, individually or collectively, any signaling output from any ini[iation input by zone. Momentary or maintained contact switches shall be provided for SYSTEM RESET, LAMP TEST, BAT- TERY TEST and TROUBLE SILENCE functions. The SYSTEM RESET Swilch shall cause the system to reset from the alarm condilion to the normal con- dition as well as remove all power from the External Smoke Detector Power terminals and zone detection circuits. The TROUBLE SILENCE Swi[ch shall silence the audible trouble signal and be arranged so tha[ the visual system trouble indicator will remain lighted un[il the system is restored to normal. When the sys[em is restored to normal, the audihle trouble indicator shall resound to alert service personnel [o return the switch [o normal position. The LAMP TEST Switch shall test all supervised visual alarm indica[ors. The BATTERY/BELL TEST Switch shall disconnect the power supply and operate all the alarm devices from the standby batteries, if so equipped. An alarm signal shall not bc sent upon operation of this switch to any remote monitoring facility via local energy, reverse polarity or alarm dry contact outputs. A yellow visual and audible trouble indicaror shall signal any of the following trouble wnditions: • Removal of a detector device from a detection circuit. • An open, short, or ground fault in an audible signal circuit. • A ground fault on any DC line. • An open or gound fault in the circuit connection to local energy municipal box. • A disconnected or operated local energy municipal box. • Removal of system modules. Individual Circuit Fuses shall be provided for the following functions: • External Smoke Detector Power • Indicating Appliance Circuit #1 • Indicating Appliance Circwt #2 • Batfery Power • External Output Power NOTE: THE QUANTITY OF FCI APPROVED, U.L. LISTED (MULTIPLE LiSTED) TWO WIRE PHOTOELECTR[C OR IONIZATION SMOKE DETECTORS WHICH MAY BE USED PER CIR- CUIT VARIES ACCORDING TO THE INITIATING ZONE MODULE USED. FOR SPECIFIC IN- FORMATION, SEE THE INITIATING ZONE MODULE DATA SHEET OR INSTRUCTION MANUAL 9000-0007, PARA 23. 0 * CIKI • • ? ?o FIRE CONTROL j]EE INSTRUMENTS, INC. DESCRIPTION The BMFC-6 Basic Master Fire Card provides all of the signaling and supervisory functions of the FG72 series Fire Alarm Control. It is the nucleus of the system as it serves as the interface between all external devices and the opera[ing circuits of the control. The BMFC-6, with power supply module PS-6, provides the basic power and control for virtually any size standard FC-72 series Control Panel. With the addiuon of two Zone Detection Modules, (ZDM) and a Signal Cirwi[ Card (BCM-6, BMC-6 or CCM-6), the BMFC-6 comprises a sys[em with [wo supervised initiating circuits and two super- vised indicating appliance circuits with visual trouble indicator LED's. These circuits may be expandcd to practically any requirement using ad- ditional FC-72 series expansion modules. The BMFC-6 has five visual trouble indicators, a yellow GROUND FAULT LED, individual yellow positive and negative GROUND FAULT LED's, a yellow SHORT CIRCUIT FAULT LED and a yel- low CITY BOX LED. Five functional switches are used on the BMFC-6: TROUBLE SILENCE, BATTERYBELL TEST, LAMP TEST, RESET and CITY BOX DISCONNECT. A unique matrix configuration on the BMFC-6 allows the FC-72 Con[rol Panel to be programmed for a wide variety of special applications. Some of these are: Presig- nal operation, signal by zone, separate and distinct outpats for sprinkler supervision, ete. All eaternal wnnections arc made via high barrier terminal strips which use captive wiring clamps to facilitate installation. Electrical Informa tion Operating Voltage: 24 VDC Nominal Operating Curren[*: .063 Amp. Alarm Current": .370 Amp. Operating Temp.: 32°F - 120°F (0°C - 49°C) " Includes BMFC-6 wi th one ZDM. OPTIONAL FEATURES • Supervised remote trouble indic•ator output • Dry trouble contacts • Remote City Box Uiscunnect • Releasiug device ou[put BULLETIN 72-120/0789 uL BMFC-6 BASIC MASTER FIRE CARD FEATURES FM • Power limited per UL 864 • Alarm by Zone uutput • 'I?vo, separately fused indicating appliance circuits • Ctass "A" and/or Class "B" circuit wiring • Commou alarm dry contacts • Alarm dry contacts per zone • Posi[ive and Negative ground fault indicators • Short circuit indicator for indicating appliance circuits • BATTERY/BELL TEST switch • LAMP TEST switdi • Supervised signal and transTer relays. • Supervised annunciator output for incandescent lamps or LED's • Two supervised alarm transmitter outputs • Local Energy Master Rox output • Remote Station Signaling output • Remate reset • Matrix programmaUle • Trouble by zone output • Itadio Mas[er Box output with supervised disconnec[ switch 269 GROVE ST. NEWTON, MA. 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FIt. fo ~ SPRlNKLERS 1650 2120 2$6° TOTAL DRAWN 9Y SHEE°f t DATE CONTRACi N0, Ele;ration o#;p4pe take,l fronn fiiiisned filoor #Olt-q# pipe~ f"E~'i% ~MtUCA oF 0,0V45" 6l3~~~ . v, . . . . . . . . ~ ~ , , : • ~ . . above f I~.~+~r. 116116,u" ,o4_~'~~ z z T ' TI ~st ; r '.r ~ . ~ . . , . " . . . . ' . . A-= of pipe -belaw top c) f ioist uni~~s 1)oted. VIKING;N L,E ~ ~ { x . . . . ~ r z 1 zv 23fi6 ROSE PLACE; - ST: PAUL, MtNN p ~ F >Y ~ ~ r^ _ 411,01 C!tyofEaaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 2013 FIRE SUPPRESSION Date: /103 Site Address: k 6 4 Tenant: (aver (pc - Use BLUE or BLACK Ink For Office Use Permit #: j 134 �.©V Permit Fee: Date Received: t11 11 q/13 Staff: SYSTEMS PERMIT APPLICATION* ( I e Ill vr(. J Suite #: Property Owner , Name: L Inver (c c- Phone: Address / Applicant is: City / Zip: 1 g 6 4 EG, q r.. ra c,l e [ I vol 1: c a� ✓� RA Iii 4 S— 12 0 o J i Owner K Contractor Type of Work Description Construction of work: o; FR , `. y� 1< 1 P i Sys t r°M s 4 r. r v e - w‘o()( Y Cost:3 S, co G Estimated Completion Date: S / (/ ( 3 Co tactor Name: mm it bre T'POfor 1 c.A_ License #: C-0/5 Address: 51 I l A.lt A4ka_ W City: '1` , �y,l State: ^ct W Zip: 5505 Phone: 1. S/ a►S/ WO Contact: JrA‹Crn 'Post Pr" Email:_9 GSfet- 04tA✓►^ ..tr;✓r• CeS FIRE PERMIT TYPE Sprinkler System (# of heads).0t') Standpipe WORK TYPE New Addition Fire Pump _ _ Alterations Remodel Other: _ _ Other: DESCRIPTION OF WORK: Commercial Residential Educational _ _ FEES $55.00 Minimum $1 million, please call for Surcharge Contract Value $ ? C. oa c x 1% *If the project valuation is over = $ 3 CO Permit Fee = $ 5.00 Surcharge* _ $ T S S C0 TOTAL FEE 3/4" Displacement Fire Meter - $245.00 *oe,.... _.... ,,....,. = $ VA Fire Meter = $ kifit TOTAL FEE 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 S c r/1 1, . t o t( P( Applicant's Printed Name x Appli,'' f ignature Use BLUE or BLACK Ink For Office Use / j OD I Permit Is / b ~ I City of Ea~d Permit Fee: cn / 5 3830 Pilot Knob Road Eagan I VIN 55122 I , / I I Date Received: I Phone: (651) 675-5675 I~ Fax: (651) 675-5694 I Staff: - - - - - - - - - - - - - - - - - J 2013 COMMERCIAL BUILDING PERMIT APPLICATION Date: 14,711 3Site Address: Z ~'~S ~ 111A J ZTenant Name: C./Ovc,-/~4>` ~ + (Tenant is: New /Existing) Suite ,'F'ormer Tenant: 'dam -u...... Name: ~tlCrfcR? l~ ''v':a Phone: L' IZ~ 25~~" t lbt' `_V) Property Owner / / gh~Cw p1V Address City Zip: f'~°d !L Applicant is: Owner Contractor ?ac+ l7~tir ray. 6~,~,'vr +1,/! rt ,'yyL 1~;t~t dtr~ ' Type of Work Description of work: 2U Cod .W_ ___.v...__.... Construction Cost: 3. I I Name: d ; L~ U~~ei~License Contractor Address: .Z I417~ 6rev~n c161 L city: zly / UWt State: , y14AI Zip: S SD~`~ Phone: '7 5-z' I Contact: arcr~ 1'rr Ci;j Email: Name: FYI i ✓ i rC Registration* -rip Address: '-/300 tea. i-~CYS~br City' j Architect/Engineer State: Zip: CPhone: 1 [ / y ~5 2 °2I o0 Contact Person Email: Licensed plumber inst +Iling n_ew_sewer/water service: Phone M hl,( 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.aopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work c quires a revigyv and approval of plans. App cant's Printed Name A-pWic-ant's Signat Page 1 of 3 Eay"';ta.~ Pd liq, 6 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 of Valuation ODO. Occupancy B S • MCES System ✓ Plan Review / Code Edition A4SgL SAC Units L.i~77E-F- (25%_ 100%) Zoning City Water Census Code Stories f' MVZ•Z . Booster Pump # of Units 0 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) V 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: CW C, , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee G g0. 7<- Water Quality Surcharge / 0 Z • .f-v Water Supply & Storage (WAC) Plan Review ~O Z . y 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: COCIIf6 451 Ts~ 20• O Trail Dedication Water Quality TOTAL 2- Page 2 of 3 } M Dale Schoeppner September 19, 2013 Chief Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1810 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has determined the SAC to be charged for the wastewater capacity demand for Cloverleaf Cold Storage. The original letter was dated September 9, 2013, letter reference 130909A3. This is to be located at 2864 Eagandale Blvd. within the City of Eagan. The City will be charged no additional SAC Units for this project, rather than the 11 Units originally assigned, as determined below. This review is based on new information. *As you may know, the Met Council adopted new credit rules to be effective January 1, 2013. These are site-specific non- conforming grandparent credits. These must stay on-site. SAC Units Charges: Office 9899 sq. ft. @ 2400 sq. ft. /SAC 4.12 Meeting 1247 sq. ft. @ 1650 sq. ft. /SAC 0.76 Warehouse 178,880 sq. ft. @ 7000 sq. ft. /SAC 25.55 Vehicle Drivers 30 drivers @ 28 drivers/SAC 1.07 Total Charge: 31.50 Credits: SAC Paid (8/79) 1784 sq. ft. 2.00 SAC Paid (5/91) 180,000 sq. ft. 22.00 SAC Paid (5/97) 4840 sq. ft. 1.00 Warehouse (Grandparent 1969) 125,454 sq. ft. x 80% usable space @ 7000 sq. ft. /SAC 14.34 Total Credit: 39.34 Net Credit: -7.84 or 8* Opportunity 390 Robert Street North I St. Paul, MN 551 01-1805 An Equal Employer C 0 U N 6 1 L 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. Sincerely, Karon Cappaert SAC Program Technical Specialist KC: kg: 130919A5 Determination expiration: 09/19/2015 cc: Amy Griffin, Eagan (email) Patrick Simpkins, APPRO (email) File, MCES Page - 2 1 September 19, 2013 1 METROPOLITAN COUNCIL Use BLUE or BLACK Ink I-----------------, For Office Use { I ~ City o Eap \Qi ~ S ~ t ~ i Permit I 3830 Pilot Knob Road V i Permit Fee: Eagan MN. 55122 I Date Received: Phone: (651) 675-5675 I I Fax: (651) 675-5694 Staff: j 2013 COMMERCIAL PLUMBING PERMIT APPLICATION Please submit two (2) sets of plans with all commercial applications. Date: `-A q Site Address: Tenant: C(Otn-v- l t'{ Suite " Property f a Owner Name:C (60e- v l y- Phone: i~ Name: License ec~ Contractor Address: ?vim City: State: A "'Zip: s ~d 3 i 0.~1 tur $vv~. l d✓~ , Phone: 5 //QJyI Email: Type of Work New _Replacement -Repair _Rebuild Modify Space _ Work in R.O.W. 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 Avg. GPM High demand devices? _Yes No Flushometers _Yes No COMMERCIAL FEES O Contract Value $ 3 ~ oao X.01 $55.00 Permit Fee Minimum 360°^ _ $ Permit Fee ~a *If contract value is LESS than $10,010, Surcharge = $5.00 = $ Surcharge* **If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 = 3 ***If the project valuation is over $1 million, please call for Surcharge $ TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge 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.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 ~a dsw~'~ x Applicant's Printed Name Applrca i ure FOR OFFICE USE Approved By: Date: Q, Required Inspections: 16nder Ground Rough-In Air Test Gas Test Final PRV Required: _ Yes No Page 1 of 3 Use BLUE or BLACK Ink For Office Use I ~Q City of Eapn L f~,V i Permit#: ~ I 3830 Pilot Knob Road l~~ S Permit Fee: Eagan MN 55122 I I Phone: (651) 675-5675 I Date Received: Fax: (651) 675-5694 r ~ Staff: /f- - - - - - - - - - - - - - - - - - J 2013 MECHANICAL PERMIT APPLICATION LJ Please submit two (2) sets of plans with all commercial applications. Date: y Site Address: `i Tenant: Our-- /tCl tk)ct,vt; Oy5 t-- Suite o~~ Resident/Owner Name: Phone: Address / City / Zip:, 66 Name: 5vL"RL, License / O 603 ell Contractor " Address: nn e, a_~'la Ac, w City: a,-, State: ~ Zip: SWO 3 Phone: Contact: GAI h 1 L Email: 4/,OL4Gtr, ~X V New Replacement Addit'onal V -Alteration Demolition Type of Work Description of work: 91- tpna ~ ar• SC~S 5;;.4/n 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 I Furnace New Construction j interior improvement Permit Type -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 $5.00 State Surcharge) 100.00 Residential New (includes $5.00 State Surcharge) _ $ TOTAL FEE COMMERCIAL FEES Contract Value $ 7-520 et ✓ X.01 $55.00 Permit Fee Minimum a&_ $70.00 Underground tank installation/removal J Permit Fee *If contract value is LESS than $10,010, Surcharge = $5.00 _ Surcharge ""If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 "**If the project valuation is over $1 million, please call for Surcharge pQ TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. -r - Applicant's Printed me Applicant's Sign e FOR OFFICE USE Required Inspection Reviewed By: Date. Undergroundough In Air Test Gas Service Test In-floor Heat Final HVAC Screening C!tyofEaaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use 'n1 Permit #: 115 lig I Permit Fee: a 5503 Date Received: -( 3 Staff: 6) 2013 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: Cj / S/1 3 Site Address: 2�6 4 EarrrdAlt Q I.•�J. Tenant G 1 d ./ Pr 1 e c. Suite #: Name: C o V P t l Pa 1' Phone: Address / City / Zip: 1, 4 Ea pi (A N da (P R 1 'd . Applicant is: Owner Contractor Description of work: Re (C Coe ex :54 ; ,qty, 0" ; 't S Construction Cost: , S; 00 0 Estimated Completion Date: /ICA/ Name: t mrn tt re--4-ofecilatA_License #: OP/5 Address: 5 ,t e �'�"a-k� W City: '� , 511 State: A Zip: 55{03 Phone: t$/ ASA /frQ Contact: 1t,c f f Mo/: S Email: ` PA t; S 0S4nM n^:'- 'r. Coo" FIRE PERMIT TYPE ! Sprinkler System (# of heads Wit) Fire Pump _ Standpipe Other: WORK TYPE New Addition i` Alterations Remodel Other: DESCRIPTION OF WORK: /\ Commercial Residential _ Educational FEES $55.00 Minimum *If the project valuation is over $1 million, please call for Surcharge Contract Value $ ZSl oC6 = $ 1S O Permit Fee $ 5.00 Surcharge* =$ 16.5. TOTAL FEE x 1% 3/4" Displacement Fire Meter - $245.00 _$ 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 appIn the case of work which requires a review and approval of plans. x 3 G ice 1. FoS#P x Applicant's Printed Name App�FCl/i��l: lure Permit Reviewed by: 4111 City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 \hr1 VtC4 fwd Use BLUE or BLACK Ink For Office Use Permit #: 1 i -111N Permit Fee: 9.,' Date Received: I ' I . D (i3 Staff: J 2013 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: G/ 14/ 13 Site Address: b 4 1r•� , ow, 01A ( e Iv) Tenant: 'Over Suite #: Property Owner Name: 6- I 0 P" l ere, -P Phone: b1 '1- i 41"S ec Address / Applicant is: City / Zip: < 6 4 i s do, I 9 R t fid, ,_ ag A N M N c572.4 Owner . X Contractor Type of Work Description Construction of work: A do' /if to 106'4.1 ,o 3 p ,r ; v) le /,o r5 Cost: i t , Oe G Estimated Completion Date: Ili 4/13 Contractor Name: at /rytt i'r t rel4efeC I, AA t Phone: il G1Ia_ License #: 6 - 015 Address: State: 51 Zip: 5,510S kej,A.) City: '-, V4 (.SV' c151.. /PP Contact: ASan c-8< 'eta 1--- Email:_A•o S fr' 5"tnw".'i f"'(1r•t•C- FIRE PERMIT TYPE 1 Sprinkler System (# of heads 61) Standpipe WORK TYPE New_ Addition Fire Pump — _ Alterations )(Remodel Other: _ Other: DESCRIPTION OF WORK: )(Commercial Residential_ Educational FEES $55.00 Minimum $1 million, please call for Surcharge Contract Value $ 25 , Geo x 1% *If the project valuation is over = $ G. CO Permit Fee _ $ 5.00 Surcharge* = $ t c- C G TOTAL FEE 3/4" Displacement Fire Meter - $245.00 = $ Fire Meter _ $ TOTAL FEE 2 complete sets of drawings and spec! fications, 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. CiA Applicant's Printed Name fi� 411&"App ' a .7 "gnature FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Trip I e 7 7/s 110I City of Eapli 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECEIVED JAN 2 L 2014 Use BLUE or BLACK Ink For Office Use Permit #: 1 Permit Fee: 1064; Date Received: Staff: � 2014 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* Date: 't7''/'/ trfSite Address: �` �J`1/C -�<� �C. KJ/0C Tenant: C k JuCA-Lt ` COX.C� g-'eAr",/} - Suite#: Property Owner 1 Name: ) •'..L- _._ Phone: Address / City / Zip: Applicant is: Owner Contractor Type of Work Description of work: c.crk. u ` `>Gsisc. . • i ee,0 Construction Cost: Estimated Completion Date: AAP Contractor Name: Sjrr\rj t r tv Cil t-C'kN!'nn— License #: C.. - 0/S Address:.5� t - 1r nne.L�.1-c. 1)e City: („St'. l4 State: AA) Zip: 55/63 Phone: LSI- a -S1- JC) , Contact: Email: FIRE PERMIT TYPE )( Sprinkler System (# of heads ) WORK TYPE New Addition _ Fire Pump _ Standpipe _ )0 Alterations Remodel Other: _ Other: DESCRIPTION OF WORK: `1C Commercial Residential Educational _ _ FEES $55.00 Permit Fee Minimum �/ Contract Value $ Y x .01 = $ i Permit Fee r1S *If contract value is LESS than $10,010, Surcharge = $5.00 **If contract value is GREATER than $10,010, Surcharge = Contract Value ***If the project valuation is over $1 million, please call for Surcharge x $0.0005 = $ ,-.) , SQ Surcharge* �.- = $ (C) C. TOTAL FEE 3/4" Displacement Fire Meter - $260.00 = $ Fire Meter = $ TOTAL FEE 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 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. Applicant's Printed Name Applicant%Signature pp Replace Zone 5 double interlock pre -action valve with new dry valve and associated trim. Add (1) sprinkler head in Loading Dock Office. Relocate (1) sprinlder head for coverage in Maintenance Room near small room. Add (5) sprinlder heads for coverage in Maintenance Room. Agenda Information Memo September 15, 2015 Eagan City Council Meeting CONSENT AGENDA Q. Cloverleaf Cold Storage Sewer Credit Request Action To Be Considered: Approve the recommendation of the Public Works Committee regarding a request from Cloverleaf Cold Storage, 2864 Eagandale Boulevard, to credit the sanitary sewer portion of their November, 2014, utility bill $3,144.82. Facts: ➢ Cloverleaf Cold Storage provides USDA inspected refrigerated warehouse services at 16 sites in 8 states. Their Eagan facility, located at 2864 Eagandale Boulevard, has 3 million cubic feet of mixed storage including a dry warehouse, a cooler and a freezer. ➢ There are water customers within the City of Eagan that utilize water for purposes that do not involve the discharging of the used water into the sanitary sewer. Examples include Coca Cola for the production of their product and Thomson Reuters for the cooling tower utilized by their HVAC system, most notably for the cooling of their significant computer system. Cloverleaf Cold Storage has a similar situation due to their use of a cooling tower as part of their refrigeration/freezer system. ➢ Sanitary sewer charges on City of Eagan utility bills are typically based upon the metered amount of water used by the individual property/user. Sanitary sewer charges are in accordance with the costs charged to the City by the Met Council Environmental Services and are typically 3 to 4 times the cost of the water. Customers with significant water usage, much of which may not be discharged into the sanitary sewer, often utilize a metering system to subtract the non-sewered water from the metered water to reduce the cost of the sanitary charge on their utility bill. ➢ Cloverleaf utilized a deduct meter in the past to account for the portion of their metered water that was not discharged into the sanitary sewer. The City of Eagan is not responsible for the maintenance or operation of the deduct meter. ➢ In the fall of 2014, Utilities staff helped Cloverleaf correct plumbing issues at their Eagan facility to enable the water meter for the cooling tower to become a "water only" account to avoid paying sanitary sewer charges. ➢ At some point between April 2007 and November 2014, the deduct meter utilized by Cloverleaf was replaced or began to malfunction. As a result, it is possible that some of the sanitary sewer charges on their utility bills were not reflective of the actual use. ➢ Cloverleaf is asking the City to split the $6,289.65 sanitary sewer charge from the November utility bill. The sewer charge addresses the final period of time before the plumbing correction. Cloverleaf claims the metered water was used for the cooling tower and never went down the sewer. ➢ At the September 1, 2015, Public Works Committee meeting, the Committee addressed the following surcharge appeals with the corresponding recommendations for the Council's action. As a result of their review, the request is recommended to be granted with 50% of the sanitary sewer charge being refunded. Attachments: (0) City Council Meeting Minutes September 15, 2015 2 page D. It was recommended to approve the ordinary and customary contracts with J. Benson Construction Corp. E. It was recommended to approve change order #1 for the Fire Station Four Remodel project. F. It was recommended to approve the agreement between the City of Eagan and ISD #196. G. It was recommended to approve ordinance amendment to City Code Chapter 10 to allow two year permits for the Off Leash Dog Area (OLDA) and change permit from a dog collar to a tag. H. It was recommended to approve a policy for consideration, placement and removal of public art and memorial installations in City owned public spaces. I. It was recommended to schedule a public hearing for October 20, 2015 on the City's intent to issue bonds to finance the projects in the 2016-2020 Facilities Capital Improvement Plan. J. Item was removed. K. It was recommended to acknowledge the withdrawl of the Interim Use Permit application for short-term rentals at 3672 Pinecrest Court. L. It was recommended to receive the Final Assessment Roll for Project 1123 (Cedar Heights Addition — Street Improvements) and schedule a public hearing to be held on October 20, 2015. M. It was recommended to receive the Final Assessment Roll for Project 1166 (St. Charles Wood — Street Improvements) and schedule a public hearing to be held on October 20, 2015. N. It was recommended to receive the Final Assessment Roll for Project 1168 (Waters Edge — Street Improvements) and schedule a public hearing to be held on October 20, 2015. 0. It was recommended to receive the Final Assessment Roll for Project 1074 (Braun Sunrise Addition — Street Improvements) and schedule a public hearing to be held on October 20, 2015. P. It was recommended to approve the recommendations of the Public Works Committee regarding various appeals to Inflow & Infiltration (I&I) Program surcharges. Q. Item pulled for separate action. R. It was recommended to declare bicycles, unclaimed property and miscellaneous City property to be surplus. S. It was recommended to authorize Final Payment of Contract 15-05 to MP Nexlevel LLC, and close out contract. T. It was recommended to approve conduit lease agreement with Arvig Enterprises, Inc. U. It was recommended to approve Contract with Quality Business Solutions (QBS) for a Payment Card Industry (PCI) Reassessment of the City's Credit Card Payment Security, Policies and Procedures. V. It was recommended to approve contract with FRSecure LLC for an Information Security Scan and Assessment. Patrick Sommervold with Cloverleaf Cold Storage asked to have Item Q. pulled for separate action. Mr. Sommervold noted the Public Works Committee met on September 1, 2015 and recommended a credit amount of $3,144.82 for the November sanitary sewer charges. Mr. Sommervold noted Cloverleaf is requesting the City Council grant a full refund of $6,289.65, claiming the metered water was used for the cooling tower and never went down the sewer. r City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: /7/ 7 Permit Fee: /:::%72.." Date Received: Staff: 2016 SEWER AND WATER CONNECTION AND AVAILABILITY CHARGES EXISTING COMMERCIAL PROPERTY Date: Property Owner: 1- dt 9 Q,(y14, Address: Zpi»1 Phone Number: 651 -4j4 -9a\ FOR OFFICE USE ONLY'''. PR�'arequired' City R -O -W Permit County R -O -W Perrr> Plumber: Contact Name: Plumbinc SEWER Sewer Service Sewer lateral charge Sewer trunk City SAC @ $110/unit MCES SAC @ $2,485/unit Receipt #: , Date: Permit Fee, including State Surcharge $65.00 TOTAL: Sewer Service Water Service Sewer lateral charge Water lateral charge Sewer trunk Water trunk City SAC MCES SAC ER Water Service t/ Water lateral charge Water trunk Water supply storage Receipt #: , Date: Treatment Plant @ $862.50/unit Permit Fee, Including State Surcharge $65.00 "Plumbing Permit Required - water meter to be acquired with building permit TOTAL: G� OU WATER Receipt # , Date Water supply & storage Receipt # , Date Treatment plant Permit Fee, including State Surcharge $129.00 'Plumbing Permit Required - water meter to be acquired with building permit TOTAL: Number of SAC units is determined by the Metropolitan Council Environmental Services (651) 602-1000. 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 Cc: City of Eagan Finance Department CityofEaali 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 AR?3 1 1 2016 Use BLUE or BLACK Ink For Office Use l Permit #: f 3Z I� Ak Permit Fee: 3.21.? Date Received: Staff: 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: 8/10/2016 Site Address: 2864 Eagandale Blvd Tenant Name: Cloverleaf Cold Storage (Tenant is: New / ✓ Existing) Suite #: Former Tenant: NA Property ownerAddress Name: CCS Realty CO. Phone: 712-279-8000 /city /zip: 401 Douglas Street, Suite 406, Sioux City, IA 51101 Applicant is: Owner ✓ Contractor Type of Work Description of work: Addition foundation work only Construction Cost: 6,000,000'00 Contractor Name: Herbst Robinette Construction Co. License #: NA Address: 307 E. 39th Street city. South Sioux City State: NE Zip: 68776 Phone: 402412-3550 contact: Mike Robinette Email: mrobinette@hnrco.com Architect/Engineer Name: Will Worthington Registration #: 53407 Address: 4300 S. Lakeport city: Sioux City State: IA Zip: 51106 Phone: 712-252-2100 Contact Person: Will Worthington Email: will@kcengineer.com Licensed plumber installing new sewer/water service: NA Phone #: NA 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 the 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 res a review and approval of plans. x Mike Robinette Applicant's Printed Name Applint's Signature Page 1 of 3 2uLt EA -64o SUB TYPES ✓ Foundation Commercial 1 Industrial Apartments Miscellaneous WORK TYPES New VAddition Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review (25% 100% `) Census Code # of Units # of Buildings Type of Construction DO NOT WRITE BELOW THIS LINE Public Facility Accessory Building Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage /v/ d'DO. 0-0 1.15 REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Occupancy Code Edition Zoning Stories Square Feet Length Width 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 $ • 1, 8 MCES System 7.40/S- MSC- SAC Units .r• 1 City Water Booster Pump 51 2o3 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 Concrete Entrance Apron Final CIO Inspection: Schedule Fire Marshal to be present: Yes ✓ Na Reviewed By: Building Inspector Reviewed By: r a • Planning COMMERCIAL FEES ''. f7 • f f°11"11 -776d d &'A4-1 44e - Base Fee /q/. 7 Sr' Surcharge S. o v Plan Review / 2-4.0/ MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL: ‘*32-1• 39 Page 2 of 3 MCES USE: Letter Reference: 160712A3 Address ID: 5061 Payment ID: 394159 • Date of Determination: 07/12/16 Greetings! Please see the determination below. Determination Expiration: 07/12/18 Project Name: Cloverleaf Cold Storage Project Address: 2864 Eagandale Boulevard Suite #/Campus: na City Name: Eagan Applicant: James Guesebroek, Cloverleaf Cold Storage Special Notes: It is the Councils understanding that the scope of this project includes a storage freezer addition. The addition does add floor space but the storage freezer is not chargeable space. We have history of SAC paid 9/13 for the original building. Therefore, there is no additional SAC Due for this project. Charge Calculation: none Total Charge: none Credit Calculation: none Total Credit: none Net SAC: 0.00 — 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: toni.ianzig@metc.state.mn.us. Thank you, Toni Janzig SAC Program Technical Specialist Please visit our SAC website by going to: http://www.metrocouncil.org/Wastewater-Water/Funding-Finance/Rates-Charges/Sewer-Availability-Charge.aspx 390 Robert Street North St. Paul, MN 551 01-1 805 Phone 651.602,1000 i Fax 651.602.1550 i TtY 651.291 0904 rx Equal t pportunity &np!oy METROPOLITAN % t OK § . ||& |k| |§ 8' § (fl - F[) a AMININIML Cityofaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Chid / - 2016 Use BLUE or BLACK Ink For Office Use Permit #: / z Date Received: g - Permit Fee: Staff: rr//ff 2016 COMMERCIAL PLUMBING PERMIT APPLICATION Au Please submit two (2) sets of plans with all commercial applications. Date: 8/1/2016 Site Address: 2864 Eagandale Blvd Tenant: Cloverleaf Storage __J Suite #: Property Owner Type of Work Name: Phone: Name: Legend Mechanical License #: PC643650 Address: 12467 Boone Ave City: Savage State: MN Zip: 55378 Phone: 952-818-8500 Email: dustinr@legendmechanical.com ✓ New Replacement _ Repair _ Rebuild _ Modify Space _ Work in R.O.W. Description of work: Roof drainage through existing facility and floor drain in fire pump room COMMERCIAL X New Construction Modify Space Irrigation System ( yes / ✓ no) ( RPZ / _ PVB) • Rain sensors required on irrigation systems • Avg. GPM NIA (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 WA 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 $ 47,000 _ $ 470.00 _ $ 23.5 _ $ 493.50 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 _ $ 493.50 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 Dustin Rasmussen Applicant's Printed Name A!want's Signature FOR OFFICE USE Approved By: Date: Required inspections: Under Ground jugh-In it Test Gas Test ,Final PRY Required: - Yes Meter Related Items: Meter Size Radio Read Manometer ' Staff: Page 1 of 3 City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 !6 Use BLUE or BLACK Ink For Office Use 1 /r-�- -- L 4/6 Permit* � It ,� Permit Fee: 35 �a5,`I Date Received: -71/ ' 7 cvi Staff: ri► 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: 6/28/2016 site Address: 2864 Eagandale Blvd Tenant Name: Cloverleaf Cold Storage (Tenant is: New / ✓ Existing) Suite #: NA Former Tenant: Name: CCS Realty CO. Phone: 712-279-8000 Address /city /zip: 401 Douglas Street, Suite 406, Sioux City, IA 51101 Applicant is: Owner ✓ Contractor Description of work: 59,260 SF Cold Storage Warehouse Addition 7/6 `/6 7 —�C> OC . s. � Fox- Fre,P€z�r'.s i T— Construction Cost.gl/ � Name:Herbst Robinette Construction Co. License #: NA Address: 307 E. 39th Street City: South Sioux City State: NE Zip: 68776 Phone: 402-412-3550 EXT /12. Contact: M ike Robinette Email: mrobinette@hnrco.com Name: Will Worthington Registration #: 53407 Address: 4300 S. Lakeport City: Sioux City State: IA Zip: 51106 Phone: 712-252-2100 Contact Person: Will Worthington Email:0kcengineer.com Licensed plumber installing new sewer/water service: TBD Phone #: TBD NOTE: Plans and supporting documents that you submit arty=considered to be pr brlic informatfon. Portions c the information maybe classified as non-public if yore provide specific reasons that would rmit th, Gity to onciude tha file ° 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. )(Mike Robinette Applicant's Printed Name Applicant's Signature Page 1 of 3 c2e6z/ 6/q •SUB TYPES foundation Commercial / Industrial Apartments Miscellaneous K TYPES New Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review (25% 100% ) Census Code # of Units # of Buildings Type of Construction ,06/d - DO NOT WRITE BELOW THIS LINE Public Facility Accessory Building Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage Occupancy Code Edition Zoning Stories C? Square Feet Length 7T •8 Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile —7 Roof: /Decking ✓Insulation Ice & Water /Final / Framing Fireplace: Rough In Air Test Final —7- 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 MCES System 1/ SAC Units D`Lr.-- City Water Booster Pump PRV Fire Sprinklers v/ /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 Concrete Entrance Apron Final C/O Inspection: Schedule Fire Marshal to be present: /Yes No Reviewed By: Ctti , 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 h . 7/, 66-13,636,0 Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL: 3 ?' 3 l L7 Page 2 of 3 ' MCES USE: Letter Reference: 160712A3 Address ID: 5061 Payment ID: 394159 3gq3 �-- Date of Determination: 07/12/16 Greetings! Please see the determination below. Determination Expiration: 07/12/18 Project Name: Cloverleaf Cold Storage Project Address: 2864 Eagandale Boulevard Suite #/Campus: na City Name: Eagan Applicant: James Guesebroek, Cloverleaf Cold Storage Special Notes: It is the Councils understanding that the scope of this project includes a storage freezer addition. The addition does add floor space but the storage freezer is not chargeable space. We have history of SAC paid 9/13 for the original building. Therefore, there is no additional SAC Due for this project. Charge Calculation: none Total Charge: none Credit Calculation: none Total Credit: none Net SAC: 0.00 — 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: toni.janzig(a)metc.state.mn.us. Thank you, Toni Janzig SAC Program Technical Specialist Please visit our SAC website by going to: http://www.metrocouncil.org/Wastewater-Water/Funding-Finance/Rates-Charges/Sewer-Availability-Charge.aspx 0 Robert Street North J St. Paul, MN 55101- 805 Phone 651.602.1000 J Fax 651 602:1550 i Try' 651.2! Ar) Ewa! Qpprrtarnii Employer etrocouncil.org METROPOLITAN 11=111•1111•MM 1 1 i ra 'il 1,1111110•P .11•1111116 aVO FM. - .091PPV *' City of Eaall Date: 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 r Use BLUE or BLACK Ink For Office Use � 1� Permit #: I J Permit Fee: Date Received: Staff: 2016 SEWER AND WATER REPAIR / DISCONNECT PERMIT Description Of Work: City Sewer '1/City Water t/ Repair Disconnect C� p��u Fee: $65.00 Street Address for Proposed Work 2, SG IVLJ Name: r6i av !� v `! l/e Owner Information Phone: 6/ - 7e?-3-51S'� Address / City / Zip: 1 2 i 5- 11 �„d ��-- d S C iw, rn`" - 5-5—o0( Applicant is: Owner Contractor Licensed Pipelayer Master Plumber Property Owner Name: Address / City / Zip: Phone: Pipelayer Training Certification Card #: or Master Plumber License #: `i ? F 3 c . 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 totostart without a permit. `�.Ot" 99 2c- TO. 144 (/� e - APplican(Print Name) 3 VI/Cu;--- Applicant'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.gopherstateonecall.orq 411/1# City of Eaafl 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink For Office Use Permit #: i3CI t Z/S33- Permit Fee: Date Received: Staff: 2016 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: 9/19/2016 Site Address: 2864 Eagandale Blvd. J Tenant: Cloverleaf Cold Storage Suite #: Plroperty Owner Name: Cloverleaf Cold Storage Phone: 651-454-5180 Address /city /zip: 2864 Eagandale Blvd. / Eagan, MN / 55121 Applicant is: ✓ Owner Contractor Type of Work Fire Sprinkler System Description of work: p y Construction Cost: $386,000 Estimated Completion Date: 10/14/2016 Contractor Name: Viking Automatic Sprinkler Co. License #: C005 301 York Ave. St. Paul Address: City: State: MN Zip: Phone: 55130 651-558-3218 Brad Jungles brad. un les vikin s rinkler.us Contact: g Email: � g g p FIRE PERMIT TYPEWORK 1 Sprinkler System (# of heads'`` 5°) TYPE New i Addition Fire Pump Standpipe Alterations Remodel — Other: _ Other: DESCRIPTION OF WORK: X Commercial Residential Educational _ _ FEES $60.00 Permit Fee Minimum Contract Value $ 386,000 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) $ 3860 Permit Fee = $ 193 Surcharge _ $4,053 TOTAL FEE 3/4" Fire Meter - $280.00 = $ 280 Fire Meter = $ 4,333 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 Bros„ k 5ct,ngIe,S Applicant's Printed Name Applicant's Si ature (3°13tFC FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Trip Conditions of Issuance: Drain Test Central Station Permit Reviewed by: *City of Eaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 ltd (b9i( RECEIVED OCT 1 1 2018 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: 1:) i" "Y T, Date Received: Staff: L 2016 MECHANICAL PERMIT APPLICATION .Please submit two (2) sets of plans with all commercial applications. Date: fO/%/% Site Address: .2 cd 6 L! L G)0eNet, It d/veil Tenant: Cl L) ('1 ea / I OI' t 57'•9 Tu (9 Suite #: Resident/Owner Contractor Type of Work Permit Type Name: Phone: Address / City / Zip: Name: t— 5e4te, MC p Ga 1 License #: Address: l,$cCrNe City: So JG 5e State: AI ,i) Zip: S s-32 e?, Phone: 9Y2— (61 -'SSG Contact: Die 54, Email: o/i.i', r Ips<.�/M�r�a-►�t aI. �v.. New Replacement Additional Alteration Demolition Description of work: / cc? 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 Furnace Air Conditioner Air Exchanger Heat Pump Other COMMERCIAL New Construction Interior Improvement Install Piping Processed Gas Exterior HVAC Unit Under/Above ground Tank ( Install / Remove) RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit, includes State Surcharge $100.00 Residential New, includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES $60.00 Permit Fee Minimum $75.00 Underground tank installation/removal, includes State Surcharge Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge Contract Value $ / Dj 1) DO x .01 =s / TqV . 0 0 Permit Fee _ $ / - 0 0 Surcharge _$ / < DQ TOTAL FEE J 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)u ';2;.n w4 4 iev, Applicant's Printed Name x e Applicant's Signature FOR OFFICE USE Required Inspections: Reviewed By: 5'CI Date: ' 1 Underground Rough In Air Test Gas Service Test In -floor Heat V' Final HVAC Screening Pl Use BLUE or BLACK Ink l01tFor Office Use �) (C...„ e ::::::ee City of E a No Cl,16 C/ : �" 3830 Pilot Knob Road //6.16 Eagan MN 55122 Date Received: Phone:(651)675-5675 Fax:(651)675-5694 Staff: 2016 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date: \ \\\S\ ( .QSite Address: E Q9C ,MJ10(1) Tenant: C\c 3e c''e' c C \ \. 3 Suite#: Name: Phone: Pyr® � Address/City/Zip: 0444=41,--, Applicant is: Owner Contractor r Description of work: Construction Cost:• Estimated Completion Date: Name\� `1, 1�r-T1)Q\0g &DVC License#:1 O)S/ -/ Ai Contractor Address: W�0 `�(�' ' City: )\0 •-141 �1 f� C6 Zip: S` `-f�'1 1-C` (� / S,^,�.� �/X77 State: Phone: (� 1J• "11 V�UJ r ` Corn Contact:L�O�,YIK� SKy �M 11_to Email: 15�.1J � i New Remodel WOr T�Peti )(Addition _Other: } '''', ::Vtip:V,.,,k%1:011.1Alterations / DESCRIPTION OF WORK: j' Commercial —Residential —Educational FEES Contract Value$ 1 a 00'cJx.01 $60.00 Permit Fee Minimum =$ •C0 Permit Fee Surcharge=Contract Value x$0.0005 =$ r LD Surcharge* If the project valuation is over$1 million,please call for Surcharge =$ 1 (Oa_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 apermit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case off work which '�jrequires C( a review� and approval of plans. eae C&k CC ; ` 1 tSD— I�"J('18 xA(Y11� -Ae3;)(,x, / vn ' x� !/V► 'C lav c Applicants/printed Name Applicant' ignature ® w t.... * $ EEx, { ,: ✓yrf Abp , Jan. 11. 2017 10: 12AM No. 9370 P. 1 Vr d.41 $1OIZ it ee7 5080.' Use BLUE or BLACK Ink For Office Use C� Cit of Eaton � � _ Permit#: cam. Y t L-' 6s/ o.7 -7 c-�- ? 3830 Pilot Knob Road PermitFee. �! Eagan MN 66122 0 /� Phone:(651)676.5676 fj ��r ' Date Received; �� 7 Fax:(651)675.5694 ' Stair. J 2017 MECHANICAL PERMIT APPLICATION 11161 Please submit two(2)sets of plans with all commercial applications. • Date: Site Address: 78(12 41 . Q „r1A Lk. SI III Tenant:_LI n lea)? Col. 4 S & ++ Suite#: Resident/Owner' Name: CIan.i kJ Cotdt s4orn,.. Phone: 112 -ZVI.- ogz9 _� X Address/City/Zip: 2,$ .Clout!Ie& . C .15:Qui C,.4-y , x. 4 ct j i i Name: He.r r;.6 Cow.`saM 42.S License#: Co11tr8CtOf Address: 909 Mf.c+'e.J C"-s,le City: . Pa M.4 State: MA/ Zip: g5102. Phone: (Oct-Lid I-—(105'Qd • Contact: Ve,Ain:..Z i4J;go li keine Email:___kv h=: Ca • _New Replacement ,I.;Additional Alteration Demolition Type"of Work " Description of work: /• or . Ia. er 'ea►1• t .'f .I ■/ fs .td•iI'yJce�!�/!/•i.,�Pi',r. l ...I.:. 0..1. NOTE:•Roof mounted and ground mounted mechanical equipment Is required tb'be screened by City •• ' Code. Piease'contact.the Mechanical Inspectorfor information on permitted screening.methods. RESIDENTIAL COMMERCIAL _Furnace _New Construction _Interior improvement . 'Permit TypeAir Conditioner X Install Piping _Processed • Air Exchanger Gas Exterior HVAC Unit ' _Heal Pump _Under/Above ground Tank (___Install/_Remove) ' Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit,includes State Surcharge $100.00 Residential New,includes State Surcharge =$ TOTAL FEE COMMERCIAL FEES Contract Value$ I 1113SO x.01 $60.00 Permit Fee Minimum .Ij'. � $76.00 Underground tank Installatlon!removal,includes State Surcharge =$ 17 4 3 .SO Permit Fee =$ 86, l'o$ Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million,please call for Surcharge =$ '414 t-66,7; /8 TOTAL FEE 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,end work Is not to start without a permit;that the work wiU be in accordance with the approved plan In the case of work which requires a review and approval of pians. xto 7—aAite.0 lAti r x _ Applicant's Printed Name App cants na ure FOR OFFICE USE:. . • • —�` Required Inspections: • ' Reviewed By: .✓ -13 Date �" Underground . •• Rough In • Air,Test Gas Service Test In-Noor Heat. , ,Final HVAC Screening 13th ?t in " I 38457. City of EaQali M # 28 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Varrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering ./Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities 1/Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson, Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Craig Novaczyk Date: 7/12/16 Project Name: Coverleaf Cold Storage Sub Type,Work Type: Addition Address: 2864 Eagandale Blvd. The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount El Yes El No Landscape Security Required Zoning: ❑ Yes El No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering & Finance Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters 4,1111' City of Eaafl __. mem # 28 TO: Jill Hutmacher, Community Development Mike Ridley, Planning • Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities, Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson,Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Craig Novaczyk Date: 7/12/16 Project Name: Coverleaf Cold Storage Sub Type,Work Type: Addition Address: 2864 Eagandale Blvd. The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes El No Landscape Security Required Zoning: ❑ Yes VI No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication E l Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering & Finance Eric Macbeth R'�° ,5z AZT:gr: a,e_D5 Date:2010 07 13 09:45:03-05110' - 7/13/2016 Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters * City of Eaafl Memo # 28 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson, Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Craig Novaczyk Date: 7/12/16 Project Name: Coverleaf Cold Storage Sub Type,Work Type: Addition Address: 2864 Eagandale Blvd. The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: No comments. Indicate below any fees that are to be collected with the building permit. Amount El Yes ❑ No Landscape Security Required Zoning: El Yes El No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication El Yes ❑ No Trail Dedication ❑ Yes El No Tree Dedication El Yes 0 No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering& Finance 9o-dt. 64.14.4462-.. Josh Wilske 2016.07.13 08:20:55-0500' Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters 307 East 39th Street South Sioux City, NE 68776 Phone:402.412.3550 I Fax:402.412.3552 CONSTRUCTION TI Letter of Transmittal To: City of Eagan Date: 6/29/2016 Attn: Building Inspections Project Name: Cloverleaf Cold Storage 3830 Pilot Knob Road Transmittal#: 62916-1 Eagan,MN 55122 Subject: Cloverleaf Cold Storage Send/Sent Via: Ground UPS WE ARE SENDING YOU ❑ Attached 0 Under Separate Cover the following items: El Shop Drawings ►1 Prints ❑ Plans El Samples ❑ Copy of Letter ❑ Change Order ❑ Specifications 0 Submittal El RFI ❑ RFP ❑ Contract El Other Document Type Copies Date Number Description Permit Application 1 6/28/16 Arch/Struct Plans 2 6/23/16 Survey 1 Civil Plans 2 Emergency Site Plan 1 THESE ARE TRANSMITTED as checked below: ® For Approval El Approved as Submitted 0 Resubmit copies for Approval ❑ For Your Use 0 Approved as Noted El Submit copies for Distribution ❑ As Requested El Returned for Corrections ❑ Return copies to this office ❑ For Review and Comment El Other El FOR BIDS DUE 0 PRINTS RETURNED AFTER LOAN TO US Remarks: Also included is the energy code analyisis and geotechinical report. Copy To: File From: Mike Robinette Signature: 410116 City of Eaaali Memo # 28 TO: Jill Hutmacher, Community Development Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson, Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Craig Novaczyk Date: 7/12/16 Project Name: Coverleaf Cold Storage m U-041-6/5 t 1,1 Sub Type,Work Type: Addition see . � �v� �r / fes1' 17 7 Address: 2864 Eagandale Blvd. " � t-° The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: El Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication El Yes El No Tree Dedication ❑ Yes , • No PRV Required ®, Yes ❑ No REF Reconciliation between Engineering& Finance /))112)4 Signecui re Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters 411,14 City of Eaaall Weo # 28 TO: Jill Hutmacher,Community Development "le Planning Darrin II ire ars Scott Peterson, Bui ing Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson,Water Resources Gregg Hove, Forestry Lt.Mike Fineran, Police FROM: Craig Novaczyk Date: 7/12/16 Project Name: Coverleaf Cold Storage Sub Type,Work Type: Addition Address: 2864 Eagandale Blvd. The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments: A/04 e Indicate below any fees that are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: ❑ Yes ❑ No Water Quality Dedication Meter Size: ❑ Yes ❑ No Park Dedication ❑ Yes ❑ No Trail Dedication ❑ Yes ❑ No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes 0 No REF Reconciliation between Engineering& Finance e--02q16, Signature Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters 410' City a Memo TO: Jill Hutmacher, Community Development # 28 Mike Ridley, Planning Darrin Bramwell, Fire Marshal Scott Peterson, Building Inspections Russ Matthys, Engineering John Gorder, Engineering Aaron Nelson, Engineering Dave Westermayer, Engineering Leon Weiland, Engineering Joe Gibbs, Finance Jared Flewellen, Parks&Recreation Jon Eaton, Utilities Josh Wilske, IT Eric Macbeth,Water Resources Gregg Thompson,Water Resources Gregg Hove, Forestry Lt. Mike Fineran, Police FROM: Craig Novaczyk Date: 7/12/16 Project Name: Coverleaf Cold Storage Sub Type, Work Type: Addition Address: 2864 Eagandale Blvd. The plans are located in the Plan Review area in Community Development. Please review and indicate any concerns you have with these plans and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please submit the proper"hold request"form. Please submit a response within 7 days. Comments 14y'\\ c (C,, / Cu Ute. CLrrYu%vt 6-1 C- ( v GSL I Gu'vl C - b rk +Y w L-16 1 U3 la N Ue r cy1a t,7C lcN" Indicate'below any fe hat are to be collected with the building permit. Amount ❑ Yes ❑ No Landscape Security Required Zoning: 2--/ ❑ Yes ® No Water Quality Dedication Meter Size: ❑ Yes Vi. No Park Dedication ❑ Yes 4 No Trail Dedication ❑ Yes IN No Tree Dedication ❑ Yes ❑ No PRV Required ❑ Yes ❑ No REF Reconciliation between Engineering & Finance Signature g Date G:\Building Inspections\FORMS\Commercial Bldgs Final&Plan Review Letters A Craig Novaczyk Fes' fOVownop'� t� t 4OE b - From: Craig Novaczyk Sent: Friday,July 29, 2016 9:45 AM To: mrobinette@hnrco.com Cc: 'wil@kcengineer.com' Subject: Proposed Cloverleaf addition @ 2864 Eagandale Blvd Good morning Mike and Wil, We have completed our Building Code plan review for the above mentioned project. Please address the following plan review comments: 1. All exterior exit stairs shall include details for the required graspable handrailings. Reference Section 1012 of the 2015 Minnesota Building Code (MBC)for requirements. 2. Provide details for Secondary roof drainage. Reference Section 1503.4 of the 2015 MBC for requirements. 3. Provide a detail for the proposed scuppers. 4. Provide details/information that will allow roof slopes less than one quarter inch per foot on this building's proposed low sloped roof design.Reference Sections 1507.12 and 1507.13 of the 2015 MBC,for requirements that may allow the slopes on modified roof Areas A and B on sheet A2.1,to be less than what is required. Thank you in advance for your attention to these items, Craig Craig Novaczyk I Senior Building Inspector I City of Eagan City Hall 13830 Pilot Knob Road I Eagan,MN 55122 1(651)675-5683 I(651)675-5694(Fax)1 cnovaczvkna.citvofeaaan.com of THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error,please contact the sender and delete the e-mail and its attachments from all computers. 1 Pam Dudziak From: Pam Dudziak Sent: Wednesday,August 03, 2016 4:01 PM To: jgeusebroek@cloverleaf.com Cc: Craig Novaczyk Subject: Cloverleaf Building Permit Attachments: CCS Eagan Expansion Exterior Elevations 2-9-2016.pdf; Eagan CC Mtg Minutes 3-2-16 (excerpt).pdf Hi Jim, In finalizing my review of the Cloverleaf Building Permit application, I have two additional comments: 1) Please revise the Building Elevations to show colors of the various materials and portions of the building. I have attached the Building Elevations from the Variance application for your reference, and am looking for something similar for the Building Permit so we can verify the addition as similar and compatible with the existing building. The materials and other building design is acceptable, but finish colors were omitted on the Elevations in the Building Permit plan set. 2) Per the conditions of Variance approval,the property needs to be replatted and unnecessary easements vacated prior to issuance of a Certificate of Occupancy for the addition. We have not received the Final Plat or Vacation applications as of yet. Please get started on both of those items because it will take some time to process those requests once we receive them. If you have any questions, please let me know. Thank you, Pam Pamela Dudziak I Planner I City of Eagan City Hall 13830 Pilot Knob Road Eagan,MN 55122 651-675-5691 1651-675-5694(Fax)I pdudziak(c�citvofeaoan.corn 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. 1 City Council Meeting Minutes(excerpt) March 2,2016 5 page PUBLIC HEARINGS Variance—2864 Eagandale Boulevard (CCS Realty Company) City Administrator Osberg introduced the item noting there are two items before the Council for consideration, a variance to allow 46%building coverage ratio for a building addition for Cloverleaf Cold Storage located at 2864 Eagandale Boulevard, and a variance allowing a reduction from 465 to 375 parking stalls for a building addition. City Planner Ridley gave a staff report and provided a site map. A representative for the applicant was present and available for questions. The Council discussed the variances. Mayor Maguire opened the public hearing. There being no public comment, he turned the discussion back to the Council. Councilmember Fields moved, Councilmember Bakken seconded a motion to close the public hearing to approve a Variance to allow 46%building coverage ratio for a building addition for Cloverleaf Cold Storage located at 2864 Eagandale Boulevard, subject to the following conditions: Aye:4 Nay:0 1. If within one year after approval,the variance shall not have been completed or utilized, it shall become null and void unless a petition for extension has been granted by the Council.Such extension shall be requested in writing at least 30 days before expiration and shall state facts showing a good faith attempt to complete or utilize the use permitted in the variance. 2. Site modifications shall be implemented consistent with the plans dated February 9, 2016. 3. A building permit is required prior to commencing construction. 4. The property shall be replatted and internal unnecessary drainage and utility easements vacated prior to issuance of a Certificate of Occupancy for the building addition. Councilmember Fields moved, Councilmember Bakken seconded a motion to approve a Variance allowing a reduction from 465 to 375 parking stalls for a building addition for Cloverleaf Cold Storage located at 2864 Eagandale Boulevard, subject to the following conditions: Aye:4 Nay:0 1. If within one year after approval,the variance shall not have been completed or utilized, it shall become null and void unless a petition for extension has been granted by the Council.Such extension shall be requested in writing at least 30 days before expiration and shall state facts showing a good faith attempt to complete or utilize the use permitted in the variance. 2. Site modifications shall be implemented consistent with the plans dated February 9, 2016. 3. A building permit is required prior to commencing construction. 4. The property shall be replatted and internal unnecessary drainage and utility easements vacated prior to issuance of a Certificate of Occupancy for the building addition. i $F g s II i II 6 Y� e }i It !.; I $ O g iqililil � ssfit e fliflnIflI § i € g a€ 3 a $atid €g t t $ fr E - gl-2 '"tizt q il 'ti 1 S 1 8 g g$ys a $ !' $ is W w : U Q ii $ a IIII § € € a } a $ $R I 1 I a 3 s II i_to iii I'! !a ss !IA i ii,-01 €g8 jtj 3 1 s Ci %( N w sa z s� i ii y Ea , e $ .A. . i 0 11,42 O g € 3 - �_ Z E5 Q x ' I' i ga s` itig $ 3I ' £ '' $$'a $ P' 'II 1 ` gg $ I g U J I i i.1 a LL � §i S a l Aia8 I Al§ I $ 1$ :a H 4@$!<i €it a ti € a o > 1 062 III C7 i F W k it it 17 g °€ IIIPlh °: ! it Iiii iil- Lk\It*Al plow 1 11 1 •---.....-••••• ----Alt.......,,. t.b i w ----467-1. 6...,. ip. :, ,re Imo €R�x� o / z40 \ i �//, f \ W \ . �/ u.4 , .bp, 41,III F /. \\ \ li W IT /// N e a / ,;' l� iili\ \ /./ fill'' N\ \�\ c E e /` // Tin \\ F a 8 / / ,..,,iii, IN4 ,„„,, \ sil il! 2 / S '11'ii i i /t i ��V NN\ /. e ,,,Tirii 3 0 / '''''`" 0°)P° ,",„, - 7.11 IIN, / L11 Z / 10111111N / C 1_F5 XX 'I' i ' nn by "`W,y4W g 3 �I�Rn :xxx:<:13:1IIII111/ a ,,,... ' , 1 a> W Rnm �g ar Y n�� J` olp , ox, „ , ,/,.„ ‘.* .. e ,e,./ , ii,„„ , ..., 1\4 ',r ,,I4144.tili N ''''' 11444 1144,, /, ,it, 'Nil . -t., \ „y %y •A tIgli �` TMnnIA A VA \�\ /e../ - "��/// //,�/ W�4��l� ��nl�r w \\\ Wil\ a / / ' / ' % nfir ihq� / �A.(Q/ N\” �\ �'rA w ��//�// � /r //' �Viyll, 1.11" "snA 1WI �I,�" b U L g [i // N '0 18 31VQNVE V3 u u0 w J Z' Qg Craig Novaczyk From: Craig Novaczyk Sent: Wednesday,July 20, 2016 10:26 AM To: 'mrobinette@hnrco.com' Cc: 'will@kcengineer.com'; Pam Dudziak Subject: Proposed addition for Cloverleaf Cold Storage in Eagan MN Good morning Mike, We have started our Building Code plan review for the above mentioned project. Please provide the following required submittal documents/information so that we may complete our review: ge-i/L, Provide completed Energy Code Compliance forms for HjfAC,�. Provide a completed form for Service Water Heating as well (if applicable). `IJ rt � (2)sets of landscaping plans may be required. Please contact Pam Dudziak from our Planning Department @ (651) 675-5691 for the specific requirements. pdudsiak@cityofeagan.com Thank you in advance for your attention to these items, Craig Craig Novaczyk I Senior Building Inspector I City of Eagan411110111' City Hall 13830 Pilot Knob Road I Eagan,MN 55122 1(651)675-5683 1(651)675-5694(Fax)I cnovaczvk(a�citvofeagan.com City of Eaton 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 Craig Novaczyk From: Craig Novaczyk Sent: Wednesday,July 20, 2016 10:31 AM To: 'mrobinette@hnrco.com' Subject: Cloverleaf Cold Storage, Eagan MN Mike, I copied Will Worthington on the email I just sent to you. It came back as"undeliverable". I check the email address on the permit application and it matched. Please forward the email to Will when you get a chance. Thank you, Craig Craig Novaczyk I Senior Building Inspector I City of Eagan41111' (� City Hall 13830 Pilot Knob Road I Eagan,MN 55122 I(651)675-5683 I(651)675-5694(Fax)I cnovaczvk(ilcitvofeagan.com I. Of Eai ll 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 A Special Inspection Final Report Cloverleaf Cold Storage 2864 Eagandale Blvd Eagan, Minnesota Prepared for H & R Construction Co. Project B1605112 December 16,2016 Braun Intertec Corporation BRAUN I NTE BTEC Thu-Scic_^,cc You Buiid O.�_ BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 NTERTEC Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. December 16,2016 Project B1605112 Mr. Mike Robinette H &R Construction 307 E.39th Street South Sioux City, NE 68776 Re: Special Inspection Procedural and Final Report Submittal Cloverleaf Cold Storage 2864 Eagandale Blvd Eagan, Minnesota Dear Mr. Robinette: Please find attached to this procedural report the Special Inspection Final Report for the Cloverleaf Cold Storage and the supporting Special Inspection Daily Reports for your review and records. Special Inspection and Testing Procedures The special inspection services were provided by International Code Council(ICC)certified special inspectors in accordance with the requirements of Chapter 17 of the International Building Code(IBC), the Special Inspection and Testing Schedule and the project plans and specifications. The purpose of special inspections is to provide a review of the contractor's work designated by the project structural engineer as needing special inspection under the guidelines of the IBC to determine compliance with the approved construction documents.The special inspector doesn't have the responsibility or authority to, nor is it the intent of special inspections to have them,judge,or modify the construction documents.Only the structural engineer of record can do this. As the special inspections were completed,a Special Inspection Daily Report was prepared to summarize the results of our inspections and testing.A copy of this report was provided to the contractor's site representative for their review and records.As part of this report, items needing correction or discrepancies observed from the approved construction documents were noted. Plans and Specifications The provided plans and specifications or the plans available at the site were used for our inspections. From time to time,we have received plan modifications from the project structural engineer.When received,these have been used to evaluate the work completed in the field. AA/EOE H& R Construction Co. Project B1605112 December 16,2016 Page 2 Summary of Special Inspections and Material Observations and Tests Soil Evaluation and Testing A geotechnical exploration report was completed by ITCO Allied Engineering Company for the Cloverleaf Cold Storage addition.The report indicates that the soils encountered by borings B-1 and B-2 within the general building area consisted granular material consisting of poorly graded sands, poorly graded sand with silt and well graded gravel with some clayey sand and silt lenses to the termination depth of approximately 211/2 feet. The geotechnical exploration report recommended the topsoil, peat,organic silt,organic clay,soft clay,and any uncontrolled fill encountered during the excavation work should not be relied upon for support of footings,slabs,or controlled fills which will support these elements.Hand auger borings and Dynamic Cone Penetrometer(DCP)tests should be done in the completed excavations and the exposed conditions judged suitable by an experienced soil engineer or technician prior to placement of footings or fill. The geotechnical exploration report also indicated that shallow spread footing can be designed for a net allowable bearing pressure of 2,500 pounds per square foot(psf)once the recommendations presented in the report had been implemented.The structural notes in the structural plans indicated the foundation design was based on an allowable soil bearing pressure of 2,500 psf. We observed three test pits within the building pad;two test pits were within an excavated pond near the southern portion of the addition and one was located near the center of the proposed addition.Test pits within the excavated pond encountered approximately 2 to 4 feet of brown to dark brown clayey sand underlain by poorly graded sand and poorly graded sand with silt that appeared to be native.The test pit near the center of the proposed addition encountered 2 to 3 feet of granular fill and aggregate base underlain by poorly graded sand with silt and gravel that appeared to be native. Based on the test pits,it appeared that footing bottoms could bear on the native soils with surface compaction at footing bottoms being performed. Soils exposed at structure subgrade elevations and in excavations were visually evaluated,while those below subgrade elevations and excavation bottoms were evaluated using hand auger borings,and dynamic cone penetrometers.These tasks were performed to determine if the observed and tested soils were consistent with those encountered by the geotechnical borings performed for the project,and suitable for support of the design structural loads. During construction we observed the removal of silty,organic top soils,soft clays,and granular fill to reach soils that were primarily granular consisting of poorly graded sand,poorly graded sand with silt,and poorly graded sand with gravel that appeared to be native. In areas where excavations extended below supporting structural elements to reach suitable soils,oversizing was observed. Upon completion of excavations, surface compaction was observed. The hand auger borings were drilled with a 1 1/2-inch-diameter hand auger.The borings were advanced in 2-to 4-inch increments to depths of 2 to 4 feet below subgrade elevations or excavation bottoms (shallower penetrations typically occurred where larger gravel,cobbles and boulders were present).The auger was then withdrawn from the borehole to obtain cuttings.The soils encountered in the borings were BRAUN INTERTEC H & R Construction Co. Project B1605112 December 16, 2016 Page 3 classified in general accordance with ASTM D 2488,"Description and Identification of Soils(Visual/Manual Procedures)."Preliminary estimates of soil consistency and density were also evaluated based on resistance to penetration of the hand auger,and the turning resistance. The dynamic cone penetrometer(DCP)tests were completed using a solid metal rod fitted with a 1 3/8-inch diameter conical point.The point is driven into the soil with a 12-pound weight falling 20 inches.The number of blows required to drive the point each 6-inch increment was recorded and then used to correlate the soils'relative density,consistency or compaction with that determined or estimated from the geotechnical borings,and also used as a basis to estimate the suitability of the soils to support the design loads.This test procedure was generally used when granular soils were exposed at subgrade elevations or in excavation bottoms. Concrete Reinforcement We initially reviewed the reinforcement and dowel requirements on the project structural drawings and shop drawings, if available. Information reviewed included bar size, bar length, bar spacing, bar location, splice lengths and dowel placement.This information was then used to determine if the in-place reinforcement was placed in accordance with the requirements of the project plans and specifications. We also noted if the in-place reinforcement was free of rust,scale and soil. Adhesive Anchors Observations were done during the installation of the bolts and anchors to determine if they were installed according to the requirements of the manufacturer and the project documents. Items observed included the placement,depth of embedment,cleanliness of the drilled hole and, if needed,the application of the epoxy adhesive. Concrete Placement Observations Concrete placement observations were performed to monitor the procedures being used by the contractor and to determine if they were consistent with typical industry standards. Fresh Concrete Testing Routine tests to determine the plastic concrete's slump,temperature and air content were done during each pour. In addition,concrete cylinders were cast at rates specified in the project specifications to evaluate the concrete's compressive strength. Concrete Compressive Strength Testing The cast concrete cylinders were temporarily stored at the site and then returned to our laboratory for moist curing and testing.The results of the concrete compressive strength testing were forwarded to the interested parties under a separate cover as they became available. Visual Examination of the Field-Made Welds Visual examination of the field welds was conducted in accordance with American Welding Society(AWS) D1.1-2015,Table 6.1 requirements and the requirements of the project plans and specifications. BRAUN INTERTEC H&R Construction Co. Project B1605112 December 16,2016 Page 4 Tension-Control Bolted Connection Observations Tension-control bolted connection observations were conducted to determine if the bolt holes were filled,if the correct bolts were used, if the nuts were fully engaged and if the splined end of the tension- control bolts had separated from the body of the bolt. Removal of the splined end is a direct indicator the bolt has been torqued to the minimum snap-off load.At connections where the splined ends were not,or could not be removed,the torque applied to the bolt by the contractor was determined using a hand-held torque wrench. In addition,each connection was observed for fit-up and to determine if the various plies were in contact with one another. Metal Deck Mechanical Fasteners Observations of the metal deck mechanical fasteners were completed to document the screw fasteners were installed as required in the construction documents and in accordance with the requirements of the manufacturer.Items noted were the placement and the depth of penetration. General In performing its services,Braun lntertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty,express or implied, is made. Thank you for the opportunity to provide the special inspection and testing services for this project.After review of the attached Special Inspection Final Report, if you have any questions or require additional information, please call Josh Cook at 612.437.0424 or Chris Kehl at 612.282.6513. Sincerely, BRAUN INTERTEC CO. PORATION (4 Joshua ZCook, EIT,GIT • Engineer-In-Training Christopher R. Kehl, PE Principal-Senior Engineer Attachment: Special Inspection Final Report c: Derek Matthies, KC Engineering, P.C. Craig Novaczyk,City of Eagan Wil Worthington, KC Engineering, P.C. BRAUN I NTERTEC BRAUN Braun Intertec Corporation Phone:952.995.2000 11001 Hampshire Avenue S Fax: 952.995.2020 NTERTEC Minneapolis,MN 55438 Web: braunintertec.com The Science You Build On. Special Inspection Final Report Page 1 of 2 City of: Eagan Date: December 16,2016 Attention: Mr. Mike Robinette Project: Cloverleaf Cold Storage 2864 Eagandale Blvd Eagan, Minnesota Braun Intertec Project: B1605112 In accordance with the Minnesota Building Code and the agreed upon scope of services,the required special inspections and testing has been provided for the following items: Soils The required testing in the field and laboratory has been completed.The compaction testing done during placement of backfill and additional required fill indicated the procedures used by the contractor were adequate to compact the backfill and fill,and meet the project requirements.Observations and testing of the structure subgrades and excavation bottoms indicated that the exposed soils were consistent with those encountered by the geotechnical borings performed for this project,and were capable of supporting a net allowable bearing pressure of up to 2,500 pounds per square foot.There are no outstanding or unresolved soils-related issues. Concrete The required testing in the field and in the laboratory has been completed.The results have been forwarded under separate cover.The compressive strength testing indicates the concrete placed has met the project requirements.The placement procedures used were judged to have met the project requirements.There are no outstanding or unresolved concrete-related issues. Reinforcing Steel The reinforcement placement detailed in the attached Special Inspection Daily Reports was observed according to the requirements of the project plans and specifications.There are no outstanding or unresolved reinforcing steel-related issues. Adhesive Anchors The required observations of the adhesive anchors have been completed.The installation was observed at the locations noted in the daily report and found to be consistent with the project documents and manufacturer's instructions.There are no outstanding or unresolved issues. AA/EOE H&R Construction Co. Project B1605112 December 16,2016 Page 2 Bolting The bolted connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the plans and specifications.There are currently no outstanding or unresolved bolted connection-related issues. Structural Field Welding The welded connections detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications.There are currently no outstanding or unresolved structural welding-related issues. Metal Deck Fasteners The metal deck fasteners and side-lap fasteners detailed in the attached Special Inspection Daily Reports were observed in general accordance with the requirements of the project plans and specifications. Discrepancies were noted and documented.The installation was found acceptable following the required corrections.There are currently no outstanding or unresolved decking-related issues. Conclusion Based upon the inspections performed,the testing completed and the attached Special Inspection Daily Reports, it is our professional judgment that,to the best of our knowledge,the inspected work was performed and completed in accordance with the approved plans,specifications,and applicable workmanship provisions of the Building Code. Inspecting Firm:Braun Intertec Corporation I hereby certify that this plan,specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer undepe laws o he Stat of inne ta. ,,i i i r r, ER �- C • LICENSED _-U •PROFESSIONAL Christopher-R. Kehl ENGINEER Principal-Senior Engineer ;N�: 43459 License Number:43459 ,• ..• December 16,2016 '`,, °F MiNN Attachments: Non-Structural Steel Special Inspection Daily Reports 1 through 14 Structural Steel Special Inspection Daily Reports 1 through 6 Letter from KC Engineering dated December 14,2016 BRAUN INTERTEC r � For Office Use s Permit#:/6 /�—� `--- ,6 E AGA N h a v a y a, 9F NA Permit Fee: L "" O �� Staff: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 j Payment Recvd: Yes No (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 I I Email: buildinginspections(c'D.cityofeagan.coin I Plans: Electronic Paper Plan Submittal: eplans at cityofeagan.com I 2020 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: 3/9/2020 Site Address: 2864 Eagandale Blvd. Tenant: Americold Storage Suite#: Property .��..�.�,.�.,.��....�.,.��,.,.�..,.-,.,.-...-..,_.��.�..w . Owner ` Name: Americold Storage Phone: 507-251-7576 Name: HARRIS License#, PC642310 ContractorAddress: 909 MONTREAL CIRCLE City: ST PAUL State; MN Zip: 55102 Phone: 651-602-6539 Email: THAELTERMAN@HARRISCOMPANY.COM New Construction Addition Modify Space Replacement Repair / Rebuild Work in Right-Of-Way Description of work: Type of Work Irrigation System(_yes I_no)(.1..RPZ/ PVB) • Rain sensors required on irrigation systems • Avg. GPM (2"turbo required unless smaller size allowed by Public Works) Meter Required—Call Utilities at(651)675-5200 to verity tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 Average GPM High demand devices? Yes No Flushometers Yes No COMMERCIAL FEES Contract Value$ x.015 $60.00 Permit Fee Minimum 60.00 $60.00 PVB/RPZ Permit(includes State Surcharge) $ Permit Fee Surcharge=Contract Value x$0.0005 $ Surcharge if the project valuation is over$1 million, please call City for Surcharge $ TOTAL FEE The following fees may apply when installing a new lawn irrigation system or $ Water Permit connecting a new water service. $ Treatment Plant Contact the City's Engineering Department, (651)675-5646,for required fee amounts. $ Meter Fee $ Radio Read $ State Surcharge _ $60.00 TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at wwwcitvofeagen.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 wit out a permit;that the ork will be in accordance with the approved plan in the case of work which requires a review and approval of plans. xTRACY HAELTERMAN -x y1 AN-\C1rt� Applicant's Printed Name Appiicant's Signa Page 1 of 4