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1345 Town Centre Dr . INSPECTION RECORD CITY 4F EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55123 Date Issued: ' (612) 681-4675 SITE ADDRESS: APPLICANT: i,~~~,~ , ~tiir? ?~i; . , . ~ . , , 1 . , ~ ~ ,t . ~ , ~ ~ ~ • ~ , PERMIT SUBTYPE: TYPE OF WORK: INSPECTION . ,Ith 1 00, ~ ~~~~t ? ri~, i ri•,~ii r, ! t„ 11 ~ ~~~1~~{t i?~ ~ I 1'S (irlf;F , il ('4 I;I. ~ . ~ ~ ~ , Permft No. Pwmk Holder Date Telephone M ' S/W PLUMBING HvAC ~v 9 1v.38- o00 ELECTRI ELECTRIC 318~ ~ ` ~ ~ Inspectlon Dete Insp. Comments Footings I P Foundation Framing z Roofing Rough Plbg. Rough Hig. Isul. Fireplace Fin2d Htg. / y /7 Orsat Test Finel Plbg. Plbg. Ins or - Notify Plumber IO T Const. Meter Engr./Plan Bldg. Final 7 Deck Ftg. DeCk Final Well Pr. Disp. INSPECTIDN RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: 4A Eagan, Minnesota 55122-1897 Date Issued: (612) 6$1-4675 SITE ADDRESS: APPLICANT: N I rrt r,R • ~ ~ , ti i i , i • r:i ~ i , ~ • ~ PERMIT SUBTYPE: TYPE OF WORK: INSPECTION . ~ i,~. ~ . ~ ~ I lt!?i~ III~~ i Ife~~l . f!i I f1i• alli .?fl I t'Al Lll,ik t ~ J PernR No. PartnR Ho1dK Date Tslephone N ELECTRIC PLUMBING HVAC InspscUon Date Insp. Comments FOOTINGS FOUND FRAMING ROOFlNG ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP80ARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FlNAL BSMT R.I. BSMT FlNAL OECK FTG OECK FlNAL , ' . . . . . .~.~y. Wextifrcate vf cccupanc4 49itv of Cfagan I"ariment of 18*0* 3x6p"sn This Certicate issued pursuant to 1he requirements of the Uniform 8uilding Code certifying that at the tune of issuance this stnecture was in coniplrance with the various orrlenances of the City regulating 8ui[ding construction or use. For the following: Use (.'lassifuatioo: OaXT1Q'•PM= Bldg. Pertnit Na. 23397 Oocupancy 7Ape A3 Zoaing Dishict cm Type Const. V~[h owneror euuaing PF.taCTNS FAM[i Y RFSJAi1RANT5tddm:js 6075 P(~PI~?R AVE,~0~I . . r~ suiwing aaerem 1345 TM '.FNINE DRIVE towity 1.2, B I,_ IM ONIRE 70 16ZR . ~ EWc s~ma~ areu ~ . POST IN A CONSPICUOUS PLAGE ~ Speed Message , To L~7L•~ ~J ~ I KC^~ From M E-V~G-( A I~ . . ¦ . . Subject 1QIJA'TL LX1lr1UsT /rlflfcip l.(L 4JooA fbR 1~-Rk)nl T~c5)'A-Uf4ANl CAlnt • Al2 Sc~sv ~:~rs5 c 7 D4us J^ wt .oQ i ~13-3`I<i- 436.5 Date 11-23 19 I~ 1. '"i'-eD Ln 1~1R. JAMA~.1 7HA-i LcJ E C,~' ouc;3 ~on~srv&-2 ,4PPl1oU I H6- 7-H E19 o o 'D P26 c, D E17 : A iv a - U WE 9'E.ZJevE AN acCEWTA$G~ PP-oP05AC_ 15-2K A --~ob 5/72E- FIELp '7>ErY1D~u5Y/?a-71onJ (5EI-:7 16 ,0 eliALuA=I'zon) A-PoRT* 9 4/0 `T-~{ C. -E-N 6-1 N~t Q 1 LC.. G'07"V 1`A-eT! NG' YO L( 1F f/ E f 1.+4~5 tq `1 AbDrrtotiac_ -rH/s 7ZRX11,S p ~G ; ~i75~Rc:.~?"~' Signed Iso~nJOmn BB Carbonbsa ~YU.:• Pd C4 ~ ~ 2004 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN MN 55 651-675-5675 SEP 0 3 2004 Date-0 ~f gy ~__j Site Address Unit # Tenant Name (N Former Tenant Name Property Owner Telephone # ( ) Contractor ~~f}7t2~.t£,eGf~_ ~L £ /7'~ Address A--yQ iCJ City 5y_.r5~ ~ State /'l/ Zip 4 ~elephone # C{!~kR The Applicant is _ Owner Conhactor _ Other Wark Type _ New Bldg _ Add-on _ Repair RPZ PVB _ Irrigation system * ' Rain sensors r ufred. Jer Wobschall ta calculate fees. Description of Work )LtPL~ YC/ s To inqressure Reducing Valve is required on new service, call 651-675-5646 Meters - Call 651-675-5300 ro verify that hydrostatic, conductivity, and bacteria tests passed prior to pickine uo meter. Irrigation Size & Type Avg GPM 2" tucbo req'd unless smaller size allowed by Public Works Fire Size & Price 3/4" disolaccment 5155.00 Domestic Size & Type Avg GPM Indudes high demand devices? _ Yes _ No Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee ^550.50 minin:um (includes State Surcharge) Contract Value $ x 1% Base Fee $ Meter(s) ReGuired on all new buildings & boulevard irrigation svstems $ Radio Meter Read lfbase fee is $1,000 or less, surc6arge is $.50 $ STdtB SuiC$1i'ge Ifbase fee is over $1,000, surcharge is SSO per $1,000 of fie Base Fee Following fees apply only wh ~tt~ ~av~tqa m $ Water Permit Contact Jrny Wobschail at 651 7Sr f124 r~pi a~1,`3~ . ~u,~ p 3 2004 $ Treatment Plant I SEP $ Water Supply & Storage $ State Surcharge - $ Total Fee I hereby apply for a Commercial Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformancc with the ordinances and codes of [he Ciry of Eagan and with the Plumbing Codes; that 1 understand this is no[ a pemtit, but only an applicatio a pertnit, and work is not to start without a permit; that the work will be in accor ance with the approved plan in the case of work which es a review and a roval of plans. ~d-6 S-~r pA plicanPs Printed Name ApplicanY's Signature CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. _ Air Test _ Gas Test _ Rough In _ Final PLANS SUBMITTED APPROVED BY: BUILDING INSPECTOR General Information • Radio Meter Read (required on ali oew buildings & boulevard irrigation systems- $141.00 • RPZ's must be rebuilt every five yeazs. A minimum fee permit per address is required for RPZ rebuilding or repairing. • Water meters include copper horn/strainer, remote wire, and touch-pad meter. METERS RFOUIRING A 4-HOUR ADVANCG NOTICF, PR[OR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residential $121.00 4-120 1-I/2" irrigation syst $ 788.00 displacement sm commercial turbine** must receive maximum continuous approval 10 from Public Works 2-30 3/4" lawn irrigation $ I55.00 4-160 2" turbine lg irrigation syst $ 992.00 maximum displacement residential & continuous sm commercial production lines 1$ 3-50 1" displacement very Ig res $200.00 1/4 to 160 2" compound bldgs over $ 1,880.00 bldg to 24 units 65 uniu maximum sm commercial & continuous & Ig comm bldgs 25 irri ation s stems 5-100 1-1/2" bldgs 25-64 units $488.00 maximum displacement & continuous most comm bldgs 50 METCRS REOUIRING 30-DAY ADVANCE NOT[CE PRIOR TO P1CK UP GPM METGRS USC PRICE GPM MLTERS USE PR[CE 5-350 3" turbine very Ig irrigation $1,338.00 6-500 4" compound +300 unit bldgs Sc $3,749.00 syst 6c production very Ig comm bldgs lines 1l2-320 3" compound +200 unit bldgs $2,407.00 10-1000 6" compound +400 unit bldgs 56,124.00 very,' Ig comm bldgs very Ig wmm bldgs I5-1000 4" turbine vcrylgirrigation $2,384.00 sys[ & production Iines Comments • To schedule inspection of the inside water line and backflow preventer, call 651-675-5675. • To arrange for water turn-on, ca11 65 1-675-5300. cc: Main[cnmme Division Clerical Technician Updated 5/04 PERMIT - ~ CITY OF EAGAN C~~~~~ 3830 Pilot Knob Road PERMIT TYPE: B U I L D I N G Eagan, Minnesota 55122-1897 Permit Number: 0 z 6 4 6 0 (612) 681-4675 Date Issued: 19 / 0 3 f 9 5 SITE ADDRESS: 1345 TOWN CENTRF DR LOT: 2 BLOCK: 1 TOWN CENTRE 70 16TH DESCRIPTION: , . (PERKINS) R~i-Tildin.g„ Permit Type COMM. JIND. MISC. ;Building Work Type ALTERA7ION ~ ` ~i r) ° r- r - nz' t REMARKS: A SEPflRRTE PERMIT IS REQUTRLD FpR ANY PIUMBING OR ELECTRICAL WORK FEE SUMMARY: VqLUATTON $10,000 Base Fee $162.25 Surcharge $5.00 Total Fee $167.25 CONTRACTOR: - Applicant - OWNER: MARCO CONST, R J 24845506 PERKINS FAMTLY RESTAURANT 80 MINNESOTH AVE 6075 POPLAR AVE 800 ST PAUL MN 55117 MEMPHZS TN 38119 . (612) 984-5506 (901)766-6400 I h eby acknawiedga that I have read this application and state that Cho in or ation i eprrect and agree ta co:mply wzth all appli,cab,le State vf Mn. S atu es and ty of ragan 6rdinances. 'tt L APPLI N/PERMITEE SIGNATURE ISSUED BY SIG TURE k ~ CITY OF EAGAN L 1995 BUILDING PERMIT APPLICATION (COMMERCIAL) a 681-4675 ~ The following are required with appropriate certifiwNOn for all pgw construGion: ~ 2 each: architecturel plans; mech. & elec. plans; fire sprinkler plans; structural plans; si[e plans; landscaping plans; gratling/drainage/erosion coMrol plan; utility plan ~ 1 each: set of specificaGOns; set of errergy calwlations; electriwl power 8 lightlng fortn; Special InspeUions & Testing Scheduk . Letter from MGVIIS (phone #222-8423) indicating SAC determination ~ Code anatysis intlipting: Codes used; occupancy Gassifiwtions; setbadcs; mauimum allowable area as per Building aM City Codes alang xrith aq. R. per floor, type of construction (synopsis of consWc[ion componants) 8 any occupanq or area separa6on walls; occupancy loads; enR synopsis with a dlagram indicating exiting loads ham each room or area, vavel paths 8 a11 reted corridors; plumbing fixWres; and parking. , DATE: r/ ~ WORK NPE: _ NEw ~ REMODEL I /3 DESCRIPTION OF WORK: CONSTRUCTION COSTAL2 TENANT NAME: SITE ADDRESS: ~~~~~G'~^'"' ~ LOT BLOCK_-J- SUBD/N;H~.r,r~jt.1O P.I.D. # PROPERTY Name: ?VJY=1tj=~ E1TAll`4 ' P.~'STI0-18A'?.trPhone OWNER / ~ Street Address • 51-rl-l Ciry: hf6AA ~~~5 state: ~ zip: 3a 11~ CONTRACTOR Company: k. T. W)QrC 0 Phone Street Address, 8D MrJ A"u e 0yJ°e.~ - S i rn ef- City: S~ ~wl 55/l'7 Zip: ARCHireC7l Company: Phone #•q°%~~ ENGINEER ` Name: ~~'!~4 5~ Registration 6I 3I~ Street Address- w ~ r r; 5 !y95 ~,~I~q City: _ {J~~'~~.s State: Zip:.0k1 Sewer & water licensed plumber. I hereby acknowledge that I have read this application and state that the information is correct and ee comply with ail applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: OFFICE USE ONLY BUILDING PERMIT TYPE ~ h ? 01 Foundation ~6-19 CommJlnd. Misc. 0 21 Miscellaneous ? 18 Comm./Ind. ? 20 Public Facility WORKTYPE 6yla,- ? 31 New K 33 Alterations ? 35 Tenant Finish ? 32 Addition ? 34 Repair ? 37 Demolition GENERAL INFORMATION Const. (Actual) Basement sq. ft. MCNVS System . (Allowable) Fir,st Floor sq. ft. City Water UBC Occupancy ~ sq. ft. Fire Sprinklered 2oning , • sq. ft. Census Code # of Stories sq. ft. 5AC Code ~i Length - sq. ft. ' Census Bidg. / Depth Footprint sq. ft. Census Unit ~ APPROVALS Planning Building Engineering Variance Permit Fee Valuation: $ l~ Surcharge Plan Review MCNVS SAC City SAC ' Water Conn. S!W Permit S/W Surcharge Treatment PI. Road Unit Park Ded. i raii;i ueo. Water Qua1. Other Copies Total: % SAC SAC Unfts Meter Size ? y~ t~"?~ 'q F b4 3 k9 A. ~ ..P i ' 1 v e C\kr x w ey . . ~ Fr,; s: <o ,F a ¢ x 5T;5~,~...at~£ ? sa' ' s+r 8v ~f. e Kc -e c 1993 MECHANICAL PERMIT (COMMERCIAI,) CTI'Y OF EAGAN 3830 PILOT KNOB RD EAGAN MN 55122 (612) 6814675 PLEASE COMPLETE FOR ALL COMAERCIAL/INDUSTRIAL BUII..DINGS. ALSO COMPLETE FOR APARTMENT BUILDINGS OR OTI-IER MULTI-FAMILY BUILDINGS WI-IEN SEPARATE PERMTI'S ARE NOT REQUIRED FOR EACH DWELLING UNTf. JATE: ~l_l ~J-l 2, l G} 01 `f " CON'1-12AC"I' PRICE: $ 7~' ~ ~ NEW BUILDING INTERIOR IMPROVEMENT WORK DESCRIPTION: FEES 1% OF GONTRACT FEE $ /GJ"Z- ° PROCESSED PIPING: $25.00 MINIMUM FEE: $25.00 STATE SURCHARGE $.50 FOR EACH $1,000 OF FEE. TOTAL $ I~Z S~ SITE ADDRESS:-/,~~~~~~ 2 OWNER NAME: TELEPHONE TENAI\'T NAME: (IMPROVEMENT5 ONL1) nrP IYlPP ln• JMN . INSTALLER: ,zyxz~r~~r~ ADDRESS• CITY:STATE: ZIP CODE: c~,~ ~i3 TELEPHONE - OF PERMITTEE CITY INSPECfOR . city oF eagcin / L THOMAS EGAN 2-1 ~w 7 l~ ! MaYO~ PATRICIA AWADA JaDll2I}+ 20, 1994 _ SHAWN HUNTER SANDRA A. MASIN THEODORE WACHTER - COUncil Members THOMAS HEDGES MR GUY PAYNE CNy Atlministwtot PERIUNS FAMII.Y RESTAURANTS INC E. J. VAN OVERBEKE NATIONAL HEADQUARTERS cM clark 6075 POPLER AVE #800 MEMPHIS 1N 38119-4700 RE: PERKINS RESTAURANT LOT 2, BLOCK 1, TOWN CEIV1'RE 70 161Ti Dear Mr. Payne: We have rnmpleted our review of the construction documenu submitted in pursuit of obtaining building permits for the above-referenced projecK. We are requesting that the following items be addressed: i. Sheet S.1 references the Wisconsin Adminisuative Code and the design live load was referenced at 30 psf. Please make appropriate corrections - MN. State Building Code, sec. 1305.4700. ~ 2. Provide two sets of sealed plans stamped on every page. 3. Provide draft stop details for the concealed attic space - U.B.C., sec 2516(t), 4iii. ,/4. Fire stop 2x6 s walls, preferably at the suspended ceiling height - U.B.C., sec. 2516(fl.2• 2 ,/5. Provide a letter from the MN. Department of Health verifying compliance with their r" requiremenu. ,i 6. A four-mill poly must be installed within the "envelope" of the building - Model Energy Code. MUNICIPAI CENiER THE LONE OAK TREE - MAINTENANCE FACIIITY 3830 PILOT KNOB ROnD THE SVMBOL OF SiRENGTH AND GROWTH IN OUR COMMUNRY 3501 COACHMAN POIN1 EAGAN, MINNESOTA 55122•I697 EAGAN. MINNESOiA 55172 PNONE:(612)681•4600 PXONE:(612)681-6300 FA7C: (612)681•4612 EqUCI OppOrtunlty/AiflffilOtlV6 ACtlon Ef1lplOyer FA%: (612)681-E360 TDD:(61Z)d5d-8595 . TDD:(612) 454•8535 -"7. The grease interceptor, as proposed, does not oomply with the MN. Plumbing Code, sec. 4715.1110 which states in part...."No food waste disposer or dishwashing machine shall discharge into a building drainage system through a grease interceptor". 8. Verify that the exit doors aze equipped with panic hardware. ?9. The disabled toilet stalls will be required to have a"vertical grab bar mounted 12" from the front of the toilet bowl extending from 12" above the height of the toilet seat to 30" above the toilet seat" - MN. State Building Code, sec. 1340.0500. 10. Please complete the enclosed forms: a. Building Perarit Application. b. Special Inspection and Testing Schedule. Please retum the form after completing the Type of Firrn, Report Frequency, and Assigned Firm columns and obtaining their aclmowledgment signatures. Each special inspector, testing agent and fabricator must submit a Final Inspection/Test Report or ~1= Certificate of Compliance, as applicable, to our division before a Certificate of Occupancy will be issued. Refer to U.B.C., sec. 302(c) and 306. ?c. MN. Energy Code Compliance form. If you have any questions or concerns, please do not hesitate to contact me at 6814683. Sincerely, b,--l 14&11&ff -4!1 Dale Schoeppner Construction Inspector (Building) DS/js Enc. cc: Doug Reid, Chief Building Official Ciry of Eagan Construction Inspectors ;,Apr, 2G, 1994 1:45PM PERKINS FAMII.Y REST No. 2178 P. 2/4 April 1, 1994 Perkins Fami)y Restaurant 6075 Pop]ar Avenue 5uite 800 Meplphis, 'Eennessee 38119 6entlemeh/Lad?es: Subject: Plumbing for Perkins, Eagan, Dakota County, Ninnesota, Plan No. 941279 - Ye aMe enclosing a copy of our report cowering an examination af plans and specifications on the abave-designated pro3ect. Also encYosed is a copy of the report and transmitta7 letter to 6e forWaMded to the proJect amer. It is the pr0.iect owner's responsi6ility to retain the plans at the project location. It is the plumbing contractor's responsibility to contact the Minnesota 70G Department of Health far inspectians as discussed in the paragraphs 1n the report pertaining to inspections. It is also important that we receive the information reque9ted on the enclosed pastal card tp help facilitate inspettions. If you have anyr questions in regard to plunbing iaspections, pleasa call Roger Foster at 612/627-5134. If you have any questtons in regard to the information contained in this report, please contact me at 612/627-5142. SincerPly yours, Jon D. Groethe Public Health Engineer 5ection of Urinkinq Yater Protection JD6:dai Enclosure cc: Project Owner Mr. Dirk HoUSe, P1uro6ing Inspector bcc: eFs (x) . Ptumbing Unit I R-96% 9015377100 06-20-94 02:44PM P002 #08 'Apr. 2G 1994 1:45PM PERKINS FAMII,Y REST No. 2178 P. 3/4 MINNESORA 17EPAEiTMENT OR HEAL71i Wvleian of EnviMMenml Heann REPbRT ON PLANS Plana and spwftdlons on pfumbirg: F'erklna, Yowne Cm»tria Oft Fapan. Dekda CouM% Mkmesata, Plan Na 941279 Subm9ted by: Perldns FamAy Ressumnt, 6075 Poplar lvanue, Suile 8D6, Memphls, Tenrmeee 38119 OwnwsW. Oate Exeminetl: MarCit 23, 1994 Date Received: Match 18, 7994, DeCember 2T,1999 $COPE: Thls examinaAlon is Ilmbd tD the detgn of thla parlicular proJeot oNy tneofar as the pmbiam d the MInnBBOtd pPqlu~rmrdbp~ing Code, as an~entled, epp~ and do~ rrot ~ Ihe v~sder s~ply or saaa~e syatenf to whlCh wldc~h thfS d1i9 e& d sY~ is connecxed. 7rie eo~ninetton a( pfens le hased upon Uie suppos~on tliat Ure da[a on ~ ~ ? Is based ar9 oo?rect, and Ihat nacessaryr legt mAkvky Fas 6een obtalnod to cmstruct ft prolet#. The responsminy wr me deslgn d strucwrat feaues end of oqubmwt mud be talasn by ~ le~ d~lgner. Ap~ Is cm~nperd upon ~St3ory dls~n ~ eaflyy requ ments Irududed In tl~s INSPECIIONS: 8pedal cara should be taken to insura tfuat the mWerial and Installatlon of the plumbUQ ere in accadance wlth tlhe pmvlsbns of the Mtr~neeWa Plumbirig Cade. it IS ne~ssary riiat tFm B~Ate H~ i DeparNnen2 malm rou hig-ln aM 1YW InepeGiom of the plum g sYatem to datermine whether n complles wRh ihe oade. FmvWans should be made iar applying an alr test et ihe tlme af the mughing-in fropeodon as outlitred in Mlnn. iiules, p. 4715se20, vE the code. In older to TacNMate thle wak, a selF4tddneased cmd Is atiached whldh shoWd be retumBd to this offlce. The rame of the pitandng aawactOr strouO be indkated so an9ngemet8 can be made for the connacAor to notffy tha 8fa[e Heelth DepartmeM ri0 the kWtWWlon wNl 6e ready for a taet and InspecUon. No accaptance af the {lum6ing Instdaiivn can be given ueul end testJng of the rtwghing-!n uark • (Minn. {Ailes,p. 4715.~20, ~bp. 8), flnlshed plUmbing (Mlnn ~~4715.2820, subp. 9), aad bispectl4n of iite campleted trstaOaUon by a representatNe of ine Smte HeaIth flepsrtmerd kulicata camplum with the pwlslons of th9 COd9. REOUIREiAENT(S): t. The potabte vmter connection W the irrlgaUon system ahall he pmidad wNh en approved baddfaw preranter adeisd to comply wilh Mlnn. Hllles, P. 4715.2700. 2. Verity that water dose[s are cach Prn+rlded whh g Sgparate rreM at least 2 trnches in dlameter. Vents sha11 riot exfend trortzortal.ly 6eneath the Booc 3. fia mop e,Mk and iWor slnk cannot hflVe s vent which eoderds hoizardally baneeth tlre floor. The mW cmwcdon stel 6e takan oN ebaNa ft cenRedine aF the P4pe and shall r1ae vertlcallg ar rnt maae then 45 degmes trom the vertlcal, to a polrH at leaffi 8 Itxhes abvre ttua flood Iea01 rlm of tfie hlghed Wum served befcra oi(ding horizontdllY or t:efore canrwcft t,: a branoh vex (see MLsn. Was, 0: 4715.2640). 4. VJeter sWply connecdona W fb0ures r.a equipment wFdch Fm+re submerged IMets, ar INets Celaar the spol Iina of the Hxture ar , sW be provided wilh en approwad vactlum brealcer de++ice or an alr giiR ermngement (see Mlnn. las, p. 4715.2010). . S. TFmded twvJe 16dures shall 6e piwided with vacuum brealwre. &'fhe watet11n9 t0 pOStanhc-type carhonateol bmage machlnes must howe an appoued duuble-Chedc valw backHCw promrder uYah Imermedlate atmosphONo veM installedpeced ing the cerbomtor. In addltlon. thet'o should be na copper tubing !n ihe system daMndhne of the baddlow peuarder to pradede the poesibft of copper poisonin9• 7. DisFwasIft Machines - A dishwasher in a bulding ior pqhlic we shall dlactwge W the d sydem thro4gh en sfr break. M a Hoor dmin wittwut a badcvuater vaive Is Installed on hodtontal dWwmidw brench, the dlshxrasFrer may he canneCled ~recttY to ihe drain"e Syptem. The water supply to sry wnn~a ~~w Usom (see~Mfnn. ~Rul p. 147~~ av the spill Ih~e of tlre machlne shaa~, he prolected 9-96% 9015377100 04-20-94 02:44PM P003 #08 •Apr. 2a 1994 1:96PM PERKINS FAMILY REST No. 2178 P. 4/4 Perklns ,2- Merch 23. i994 Plumbhly Plan No. 841279 9. A9 aonunemlal Ifthen slnlgi, rWth the eoaeeptlan of map SlrOs aed hard slnks, shall he pno+idad w&h 8/4 Inch vAater euppl b~ench Itnes as a minlnupn (aee Minn. F40ea. R 4775]730, ~bp. 2). Thla iequUe~nent aPP~ ~ ~9~e prep sWft. e. The vvaW plping Sy6[em shall be dlsin(ec0ad in accorolanCe with MU1n. RWes. P- 4715.2250. 10. Th8liumbtrV syibm sW be teated in accordance wAlh Minn. Rudes, p. 4718.2820. 17. SolvaM wMd Jobus M P1nC end CPViC Alpe must indude use of a prhner whloh la d ContrasAln9 oolar ta the plpe and eement (ses Mitm. Rules, p. 4715.0870, subp. 2). 12 All adder and Binc used tar the potabla water dlsbibutbn sydem BhaG Contaln less than 0.2 peirsrtt lead. Use of SQSU sdder ar flint oorgaInirg mae ihar? 0.2 peuN Iead Is proYabtted Inble wder dMFbAon 8m lnl~ratl aoJdar ather then 95~b ttn-ardlmorry w 98-4 tln-adver mud be callY aPP~~ bY ~ authodly pdor to use. ia. Mderials usea fa a,e plumblrig syseam anall cornplv wnn the standards ssc In the Mbrresoca Plunling C4de. 74. All plUmbing 9W be Inetplled In accardance witli the Mlnoesots Plumbinp Cade. NO'1'E(S): 1. The scope oF thls pMact oanasta ol the Consbuodon of a neav restiLuraM. 2 Accotding to the ameB, the reduted pnssum zana baddlavl prevs?ner wNch uaas bo 6e insm0ed on the vvaW servbe to the huAdln9 has besn ellmlnAted from the dmgn. . 9. The eoderior gmse dsp ahawn on the otigirml ptam has been ellminat+ad ftom the dedgn. • Authorizetlon tw oonsWONon in axordsnce W~i h the sPPmved Plans maY be wnhdrdlwn It corntnxcdon ia nat undertalon wrNfiin apmiad of two y8are. iha tect that the plstm hava bemi sppiowed does not nBCaBwBy mean tFia recammerxiatlnns or requAements ior cfisnge wal rwt ba made ffi some bter tkne when changed condNWtl5, addnlonal Inforrnatlon, or advanCed knauvieige msiae imprawmeras n9oeseary. Approred: Jon 0. Groettre PubllC Healtlt ErGtneer Section W prlrtlcing V40er Protectlon 612/8'27-5142 R-96% 9015377100 04-20-94 02:44PM P004 #08 EAGAN ADDENDUM #1 1. Add 2X6 blocking at any vertical stud exceeding 10' in height preferably at the ceiling height. See Sheet A.4 & A.5. 2. Add 4 mil poly to exterior walls with unfaced batt insulation instead of kraft-faced batt insulation. 3. Add a vertical grab bar in handicap men and women's tollet above horizontal grab bar. 4. Eliminate grease intercepter entirely. Route all plumbing directly to sanitary sewer. 5. Alternate price for poors No. 1 to be 7'-0" tall with 12" glass transom Instead of 8' 0" tall. 1 Y OF MINNEAPOLIS INFORMATIONAL DEPARTMENT OF INSPECTIONS BULLETIN JiJLY 1992 TOILETS Dimension to centedine of grab bar - . 36 min , 54 min 36 min 18" vertical bar 12 min 12 min 12 42 Min 12" in front of bowl - ~ - raNC WPar Tto ~ ~-9 M c <D ~ o E C? cli M ^ . OI co ~ r Back Wall 81de Wali Cjrab 8ars at Water Cloaeta ~---altamata 36 min ' 12 max 40 142 min I 18" vertical bar I 136 max. I, 7" in front of bowl ~ • . . VL-- loilet psper"-' ce) M C; ' [7 M C1' Cn ra Rear wall or(smnaara scsll (d) . , 3lde Wdts , ; t, ~ minneapolis ~lmportant Notice rily ot/akes ' ~ , j~ ~ . . . ll.~ . l . . . . . . , w i 4 ? .:Y " . . ~ : . ~ . / 1 j f""LL~i),A 4 • . . Effective October 1, 1993, To Comply. With The Minnesota Energys~ s~` ~ Code Sections Concerning Electrical Power And Lighting, The Following Will Be ,Required a ` x N t f s . . . t - r o ° • A Completed Copy Of The Attached Illumination Budget Calculation Form (S), And; Y " • A Reflected Ceiling Plan With Fixture Schedule Must Be Submitted With Construction Plans And Permit Application When The. Work Proposed Includes Any Of The Following: ~ , ~ ~ ' ' ` • Change Of Occupancy, ~ ~ - • New Construction • .Additions To Existing Structure (S) - * ± ' a~~' • Lighting System Repiacement In Existing Spaces ~ 4 f 4 . . ' . . Cj Note: Exceptions To Above Are: Dwelling Unit (S) , " µ ¦ Private Detached Or Attached Garages rf ~ , . ; r. . . . ~ . . . . . . In Most Cases The Attached Simplified Prescriptive Illumination Budget Calculation Form Will Be Adequate. If Altemative Lighting ' {^.y 1 . . . , , y Design Is Proposed, Calculation Using The System Performance ~ Method Will Be Necessary. Instructions And Form (S) Packet Available Upon Request. f; ~ - ~ ; Allowable Watts Per Sq. Ft. BUILDING TYPE/AREA FUNCTION Gross Lighted Area Ranges 0 to 2,001 to 10,001 to 25,001 to 50,001 to >250,000 ft' 2,000 ft' 10,000 R' 25,000 R' 50,000 ft' 250,000 ft Food ServlcelFast Food Cafeteria 0.92 0.85 0.82 0.81 0.87 0.80 Leisure Dlning/Bar 1.60 1.56 1.52 1,48 7.44 1.40 Offices 1.40 1.34 1.27 122 1.16 1.11 . Retail'/Retail Generel 2.72 2.52 2.32 2.05 1.87 1,72 Mall Coneourse/Multi-Store Service 0.69 0.68 0.65 0.63 0.67 0.60 . ServieeEstablisbmeM 2.81 2,03 1J8 1.65 1.54 1,46 . ' Gareges 0.25 0.24 0.23 0.22 021 0.20 Schools Pre-elemenNary 1.33 1.33 127 1.22 1.16 7.77 Jr. HighlHigh School 1.40 7.40 7.39 1.35 7.30 1,26 , TechnicaWocatlonall 177 2.72 1.60 1.49 7.36 1.26 : . Warehouse/Storage 0.60 0.50 0.42 0.36 0.32 0.30 Exterior Lighting Allowances UNITPOWER . AREA DESCRIPTION DENSI7Y (UPD) E)dt (with or without canopy) 25 W/lin. ft. oi door opening Entrance (wfthout canopy) 30 W/lin. ft. of door opening Entrance (wilh canopy) High Traffic (retail, hotel, airport, Neater, etc.) 10 W!ft' of wnopied area Light Troffic (hospital, office, schaal, ete.) 4W/ft ot canapied . area . Loading area 0.40 W!ft' " Loading door 20 WAin. ft. o( door apening . Bullding E)Aerlor SuAaceslFacades 0.25 W/ftof surtace area to be illuminated Storage and Non-manufacturing work area 020 WJft' Olher adivity areas for psual use such as picnie grounds, gardens, 010 W/ftparks,and otherlandscaped areas - Private drivewaysAvalkways 0.70 W/R' . Pu61ic drivewaysM1ralkways 0.75 WIR' Private parldnglats 0.12WIft' , Public parldng lots 0.10 W/ft' Note: ' Includes general, merchandising and display lighting. ~ . . . Illumination Budget Calculation Summary BuildingAddress: Designer Name or Firm: ~ ` A ~ Phone: 'Jo l - 66 - (p O Please Type or Print.. This worksheet is intended to determine compliance with Minnesota Energy Code Parf 7670.0800 using the prescriptive Interior'Lighting Power Allowance method. Summa of Sheets SHEEf NO. Column A Column B Allowable Wattsl ofalWatta e 3 2,O 00 Od ~ 92 144 0 7AZI 2 00 DO 00 2 0 Z 20 - Total A TotalB If Total B< Total A, then the building is in compliance. I hereby cerfify. that to the best of my knowledge, I have designed ihis illumination system to conform with the requirements of the Minnesota State Ene &Cle. • Designer • Mp4. d93 Sheet # ~ of ~ - INTERIOR LIGHTING POWER ALLOWANCE _ Prescri tive Procedure - INTERIOR SPACES Allowable Illumination Bud et lnstalled Illumindtion Room or Area Description Room Allowable Pixture Type No. of Watts Totaf: Areq ULPA' Watts Fixtures per Watfage Room # or funcffon ff' (luminaire Make and tviodeJ) ,t'rrer+E~ qeE,a _ fixture.. e? /Ie 679 • et S ye = ap o 3C0 I. G a 1- lh~a>+v.r 2 •3 1, . 4~):T4YYa 2~2 $O - Z4o 4&2. 2 c . = S~ U5 ~ ~oo - 2 09 a = 5a~ - a:#L Exif 'j,Fj v 20 - ce .2 = o' >arrrwc. ' / ,aia_ - p srnt~YSn,o - M .ST~ u u 276 ' Pro~n table on back of summary sheet. 7otal A- Including ballast, tqtql from Totql B mfgrs litera4ure. RELEASE OF HOLD Project Name/Number/Location: f e r k I 1X S TovJ r\, Ge A +ce. Legal description: L B Sec/Sub Parcel Reason for hold: Release hoid on: Issuance of building permit Certificate of Occupancy Other (please explain) R Mri.oA Qn.~.~ .OtaJ~re.. ~2~v1 rG.~~~'vK-vCiCP~d ot- ~ aQa~- a~n.e_ 0 k . Signa e of Perso lea g Hold /Date Z Rev we by Mich F ertsch /D e RELXOLD.FM LTS#1 ~ Metropolitan Waste Control Commission Mears Park Centre, 230 East Fifth Street, St. Paul, Minnesota 55101-1633 612 222-8423 January 7, 1994 Mr. Dale Schoeppner Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: The Metropolitan Waste.Control Commission determined SAC for the Perkins to be located at Town Centre Drive within the City of Eagan. This project should be charged 18 SAC Units, as determined below. SAC Units Charges: Restaurant 188 seats @ 8 seats/SAC Unit 18.00 If you have any questions, call Jodi Edwards at 229-2113. Sincerely, Roger W. Janzig Planner RWJ:JLE 94010757 cc: S. Selby, MWCC Carolyn Krech, Finance Department, Eagan Guy Payne, Perkins Restaurant Equal OpportunftylAlfirmatlve Action Employer ~ i~•~ A a=~: I _-E?=J.=-[..=r :`_:R 9=1=1 T. ..1._ tJ 1~1 ..T. _1 , , U7NZNG i:> 12-16-199:'> EAGAN *NIIIVNESOTA LAl' = 45 AL.T = 822 CONST= 7tatd/40F/ 709 IU= 78/50 : 72 WALL COLOR: MEUIIJM RUOF f:01_UR: MCU:[UIH - 60515841.6 D. P. "fF_MF' T07p1_ 'fONS FtSH TUNS C. F. M. 1. JUN A'i' 9 A. h1. 75.6 .S. E1;i 2.15 1,022 2. AUG AT 9 A.M. 79.6 4.24 2.17 1,034.y 3. OL'T flT lii A. M, 63. 0 1fl 1.74 825 4. NOV AT 2 F. M, bCt. E3 1. 34 1.36 646 5. OC7 F1T F'. M. 75.0 2. 4' 1.54 728 6. AUG Al' 4 F'. h1. 91. i i 4. :2 1.75 828 7. JUN AT 4 F'. h1. 87. 0 3. E15 1.72 914 ZONE HEA7ING--?> = 9,469 W/INFIL= 9,469 C.F.hi = ::7 I NF'UTS CEILING F'AHTI"fTON FLUUF Bk:YLTCHT TRANSMTSSION FAC']", 0.00 0.00 0.00 0.00 TEh7F' DIFF HCATING 0 o p F3Q TF_MF DIFF CI70LING U p p 13 FLULRFSCENT LIGHT5 - Y SGLAR FACTOR SKYLIGHT = 0.00 EFFECTIVE AVER(-1GE5 F"f7R ZONf: I_qAUS OR OP-lwOS'1": F_XF'OSUFFc N. NE C. SE-_ S. 5w W. P141 WAI_L Tf-tAl'da, FFICTORS 0.09 0.00 ii. iaS 0.00 0.08 ri. 0i± 0.00 0.00 GLASS 7RAN5 FACTUFi£3 0.00 0,00 0.55 0.00 0,00 0,00 0.00 0,00 GL.AS"S 50LAk Frac-roRS 0.00 0.00 0.61 0.00 0.00 0.00 ii, 00 0.00 FOUF TFiHNi, F'flC'T't]F; = O. O:"y Sf:YL_I6F1"T TRAhJS. F=ACTOf; = 0.00 CItJ T'F'IJTS NUMEtEFi OF F'EOFLE _ 40 SEP1S I AL_F F'ECIFL.E LOALi 11,20c) TO'T'AL LIGI-ITS = 1,0E3V I_IGH'fING LOAI? = 4,60£3 OTHER FLEC7'FtICfaL - U OTtiFR ELECI'RICAL = 0 E. TYF'E 1 CiL(-155 Af"tl_A= 42 E. l"YF='E 1 GLASS 50Lr=ifi = 1,485_. TOTAL GI_ASS AF:EA = 9; 'fUTAL GLASS SULAR 1,4t35 TOTAL l3LASS (-1REA 92 TO'TAI_ (3LASS TRANE3. - 658 SKYLIGHT ARFA = 0 "fCITFlL SKYLIGHT 5C11_FiR = 9 SKYLIGHT AREA 0 TO'T'AL_ SKYLIGHT TRAtJS - 0 i • I N. TYF'E 1 WALL AF[A = 120 N. . TYF'E 1 WALL LOAD - 62 E. TYF'E i WALL AREA = 10a E. TYF'E 1 WALL LOAD - 155 S. 7YFF 1 WAl L RFtEA = 40 S. TYF'E 1 UJALL LOAD = 86 TOTAL WALL. AkEA = ;.;48 TOTAL WALL TRANS. - 303 FARTITION AREA ~ U 'f0'fRL. F'AF?'f. 7f;AN,S' _ 0 CEILING AREA - 0 TU'THL CEILING TRAtdS = 0 I FLODR AfiEA = l) TOTAL FLOOF: TFtANS - U AFiEA OF FUOF = 540 FOOf-' LOAD = 798 SAFETY FACI"UR - 10% SAFE'fY H. T. U. S = 1,905 EVAR FAN H.P. = 0.12 FAN FiF_A'f GAIN - DT = 364 MISC SFNSIHLE = G MISC. SENSIE+LE = o VENT I LA'f I ON CFM = 600 CI . A. SENS I E«E LOAD = 8, 58O MISC. LA'fENT = ia 1•iISC. LATEN'f - 0 NL1h1HER OF f-'EOPI_F_ = 40 F'EOPLE l_ATENT LOAD - 10,80o VENTILATION CFM = 600 Q.A. LA7'E_NT LUFtU = 11,155 TOTFL CFh1-STDAIR = 828 TO'TAL_ LATENI" LOAD = 21,955 F;00M SENSIBL.E = 20,957 i:OQM LAT. LOAD - 10,804) atx atat?t ~*jt~-***ee**atatat ~ # *;Fitat*~-~atae x ~ w-+t**-r-*jtat**?tat ~ DINING L --r GRAND l'OTAL LOAD = 51,856 5TU'S OF 4.32 7UN5 LOAI) RUN FUR # 6. AllG AT 4 f='. M. ARf=A (SQ 1-1") = 546 SL?. 1='T f-'ER "fON - 125 TO'fAL CFh1-ST'D AIR = 828 CFh1 FER SO F=T HEA'iING LOAD F'ARTITILIN L_CIRD = O CE]:LING LOrll) = U VEIVTIL_A'TION LOAD = 50,0BO FiOUF- HL=A'iIFICi I_OAI) 2,566 FLUOfi tiEATING t_QAU= 0 SKYLICiFI"!' LOAD = 17 GLASS HEATIfdG LOAD= 4,4:33 WALL HL-=A"fING LOAD = 2,450 SLAE+ HFA7'INC LL7AD = 0 INF IL HEAT LOAD = 0 IJAFtM Uf LOAD - 0 Fi LOAD WTTH VEPJT = 67,S49 CQIL SELECTION F'ARAh1L-_TEF.S DLi TF=MF' FN'1"/LVid = 87.4 / 54.6 TC71' SENBTL-+I._I= LOAD - 29,941 WN TEMF' ENT/LVG = 72.6 / 53.6 TO"fAl_ C:OIL LOAD = 51,&56 SI='EClF'IF_.D Ft0U1'I IiH = 50'/. FiLfiUL7'INCy Fi00t'1 FiH = 54% TERM AiF TEMF' _55.00 / 110 TJEGFE.ES ROTATED = C> T. 51", EVAP FAIV = 0.51J NOIV-CI_ILIh1C Rf-:TURN BLDG. 'U' FR[I'TOR= 0.11 CARF'tIEF DEFAUL75 i::ITCHF_N 12-16-1993 EAGAIV *MTIVNESUTA LAT = 43 AI_T = 022 CONST'= 7i>W/40R/ 70Ei Ill= 78/50 : 72 WALL COLOfi: h1EUIUM Rlf](" COLUR: MEDIUM - 60515841.6 D. E_. 7kMF' "1'C]TAL TUIVS FiSFI '('CIPJ:; C. F= . M. 1. JUN A'f 9 A. M. 75.6 7.36 3.42 4,500 2. AUG A7 9 A.M. 79.6 10,62 5.46 4,500 3. OC1' A'T 10 A.ht. 65.1) ().7F3 5.21 4,500 4. NOV Rl" w P.M. 60.8HEATING REG?'ll 5. OC'T AT ? P.M. 75.4 5.11 5.41 4e 504 b. raUG A"! 4 P. M. 91 16.71 5.81 4,500 7. JUN Al' 4 P.M. 87.0 l;i.'..'Y 5.77 4,501) ZONE HEATING--::> = 15,460 W!ZNFII_= 15,460 C.F,M = 370 INFLITS CETLING F'AR'fITT.tIN FLOUFt 5k:YLIGHT TFANShiI55I0N FAC7'. 0.00 0.00 0,00 0,0ii 7EMF' llIFF HEATTNG U O 0 BE3 1'FMF' DIFF COOLiNG ii O 4) 13 FLUURESCF_NT L_I6HTS - Y SOLAR F=AC'f'CJR 5Kr'LZGH"f = 0.00 EF'F'EC7IVE AVL.ltAG1=S FCIf-i Zf]NE LOAUS LI. OP-C(IST: F..XF't]SURF: N. NE E. SF S. 5P1 W. N4J WAL_L l"kAN.S. FAL'7f.]F2S 0.08 0.00 0.09 0.00 0.00 rr. tt0 0.08 0.00 GLASS TRANS FtaC7QFifi 0,00 0.00 0.00 0.00 0.00 0.0u7 U.ix,r (>.UU GLASS 501_AR FACTORS 0,00 0,00 0.00 0.00 0,00 ii.n[, 0,00 O.Oci ROOF TFANS. FACTOFt = 0.05 S4:YLIGHT TFFaNS. FACTUR = 0.00 ~ OUT'I='UTS NUMREFi UF f'ECIF'LE - 10 :5F'fd ;f DL.F_ PEUF='LE i_C]F1li = 5,250 TRl"AL LIGHTS - :.5040 I_IGf1'f'IPJG L(7AD = 16,302 O'iHER EI_ECTF.IC:AL, = O f]T'rlEFt FLFCTFiICNL = 0 7OTAI._ GI_ASS AREA - ii 1"0 'f'!ll_ GLAS'_=i SCIL_Afi O TU7AI_ GLASS AF:EA = ii -fC:)TAt_ GL..ASS TF'tAN'.,, 0 SKYLIGI-iT AREA = 0 TOTAL_ Sk:YLTG:HI- S'OLAFi = 47 Sf;YLiGf1T AREa = 0 "(4]TAL SS':YLIL4-I'V" TRANS - N. TYPE 1 WAt_L AREA = 450 N. l'YPE i WALL LOAD - 234 E. TYPE 1 WALL AfiEA = 280 E. TYF'E 1 WALL LOAD = 231 W. TYh'I_ 1 WALI_ (-1Rh`_A 174i W. TYF'E 1 WHLL LOAD = 233 70TA1_ WAI..L. AIiER = 9u0 "1'[)"fF1L_ 4JAL_I_ 'T F;AN = 698 FAk'TIl"ION AREA = 0 1'OTAL PAlil'. TF:ANS - U CEILING AREA = i) -fUTAt_ (:EILIN6 7FAN5 = 0 FLOOR AkEA = 0 '1'Ol'AL FLOOR 7RANS = O RREA OF ROOF - 1,920 FOUF LDflL3 = 2,837 SAFETY FAC'T'UFi = 10% 5ArET'/ B, 1". U. S - 6,303 EVAF FAN H.P. = 0.64 FAhJ HEAT 6AIN - DT - 1,975 MISC SENSIPLE = 38, ib0 MISC. SFNSTEL_E 38,160 VENTTLA-fION CFM = 4,500 O. A.SENSIPLE LOAD = 64,350 MTSC. LATFNT = 0 MI:iiC. LATENT = t~ NUMPER OF F'EUF'LE - 10 i FEOF'LE LA'T EN'i LOAD = 9,250 ' VENTILA1"I0N !]FM = 4,500 ?.A. I_ATEN'T' LOAD = 55,268 TOTAL CFM-uTDAIR = 4,500 7'Ol'A1_ L_ATEN"f LOAD = 64,518 FOUM SENSIBLE = 691660 f;C70M L.fl'f. LOAD = 9,250 3F if• iF iF 1F 3F # 31} iF # 7F 3F-MiFiF iF # iF~ iF 3e 3k# ~E•1F iF iF ~I..p..?F-1i# iF 7F MiF iF # 1F i4 te ildF %iF k:I TCHEN GhAIVD 'fOl"Ak_ LOAD = 2009504 BT'U`S 'IJF; 16.71 TCJN:i <; t_OAL? FUN FUR # 6. HUG A"I' 4 F'. Pi. AREH (SG? Fl") = 1,920 SG!. Fi' i='ER TON = 115 TQTAL CFPi--57D AIR 4,500 C)FM F'ER Sl7 FT = 2.34 HEATINf3 LOAD FAF7'ITTL7N LOAD Q CFILING 1_UAL) _ 0 VEN1"ILATIUI•J LOAI? = 4::5,600 Fif]Of" HE=FiTIIVG LOAD = 9,124 FLOOR V-IFA"I"]:N6 LOAD== 0 S!'YI..IGH'f LClAll C) GLASS HEATING LOAD= 0 WALt_ I-IL_A'fING LOAD = 6, Z.'6 SLAR HFRTING LOAD = ia lP1FIL_ IiF:n'f LOAD - C) WAfM LIP LQAIJ - p N LOAD W:[TH VEN"f 451,060 CC1IL SELF_CTICIN F'ARF1h1E:TERS DR l'EI`11= EIV'1'/L.VG = 91.0 / 63.5 T(:l'T' SE'NSIFiLI= LOAD 1:':5.906 ldP lEP1F' EN"f1LVC3 = 75.0 / 62.8 'fUCAL_ LU1L I_GAU = 200,504 5F•FCSFTF_i) RqOh'I RI-i = 50% I.L=SU4l:[tJG r,•aaM F:H = 60% TERP1 AIF TEhiF' = 63.93 / ilU AEGFfFFS ROl'f-tT'ED =0 T. ST. EVAF' F=AN 0.50 NON-L7EIL_IhIG F.C:TIJRIJ PLD6, 'U' F=ACTOR= 0.06 CAhfiI[zR DEF(aULTS DINING E{/C 12-16-199;i EAGAN *IhINIV'L-'SOTA LAT _ 45 AL'T = 822 CONST= 70W/40R/ 70P ID= 78/50 : 72 WALI. COLOR: MEDIUM FQOF COLOR; MEDIlJt1 - 6051 5841 . 6 D. P. TEMF' TOTAL T L'1NS RSH 7UNE3 C. F. M. 1. JUN AT 9 A. (i. 75. 6 7. b:? 4.00 1,896 2. AUG AT 9 A. M, 79. 6 9. 0E, 4.32 2,051 3. OCT Al" ill A.M. 65.C) 5.33 4.31 2, 045 4. NOV AT 2 P. M. 60. Ei 3. 8i.a 4.15 11970 5. OCl" AT ? F'. M. 75. O 6.79 4.40 2,097 6. AUG AT 4 P.M. 91.0 10.60 4,28 2,028 7. JIIN AT 4 P.M. 07.0 9.13 3.99 1,892 ZONE HEATING-->. = 20,996 ld/INFI(_= 20,996 C.F.hI = 502 TNPUTS LEII_TNG F'AFiTI T ION FLU(lR SI::YLIGFI"I' TFANSMISSION FACT. 0,00 0,00 0,00 0,00 TEMP DTFF HEATING O C± 0 SB TEMF' DIFF C](]OLING 0 ci n FLOURE.S'CENT LIGH75 - Y SOLAR FACICIR Sk::YLIGH"f = 0.00 1=FFf-=CTLVF AVERAGES 1=OF± ZONE LOADS (JR OF-C08T: E_XF'OSUk;E:: N. NE: E. SE S. Sbl W. NbJ WALL TRANS". P'AC"fORS 0,00 0.00 0.08 0.00 0.08 0.0£3 0.00 0.00 a GLASS 7P<ANS FACTORS 0.00 0.00 0.5:5 0.00 0.55 0.55 0.00 0.00 GLASS :iOl_AR FACTORS 0.00 0.00 0.63 0.00 0,6:; 0.6=; 0.00 0.00 ROOF TFiANS. FAC71]F; _0.05 51fY'LSC,HT TF;APdS. FAC7'T'GR = 0.00 C1UTF'UT'S NUMHER OF F'EOFLE = FSb SEP•!5I k:sl_E F'EOF'L_E LORll = 24,090 TOTAL LIGHI'S = 2,490 I_TGFi'T'ING LOAD = 10,623.. OT'HER ELECI'FICAL = ti OTHER El_F_C1'RIf:AL E. TYPE 1 GLASB AF:F_A= 58 E. 7YF'E L CiLA:iS SOLAH = 9=6 5. 'fYF'F' 1 GLA:iS AREA= 151 S. TYF'F 1. GLFaSS SOLAR - 4,750 SW TYF'E= 1 GLASS FiFiEA= 54J TYf='E 1 GLASS SULAIi = 1,787 TOTAL GLASS AREA = 232 TOTAL (3LAS5 SULAR = 7,473 TOTAL GLASS AREA 232 t-Ol-flL GLAfiS TFiANS. = 1,659 Sk;YL I6HT AF'tEA = p 7 CTTRL. Sk::YLI GH`f SOLAF = n SKYI_IGHI' F-117EA = 0 TOTAL Sf::YI._IGHf 7RAh15 = C) E. TYFE 1 WALL AREA = 152 E. IYFE 1 4JAI_L LOAD = 125 S. 7YPE 1 WAI_L Af-iE.A = 348 S. l"YPk_ 1 WALL_ LOAD = 747 5W 7YF'E 1 WALL AREA = 47 SW 7YF'E 1 WALL LOAD - 92 TOTAL WAL_L Af2CF1 = 547 TQTAL, WALI_ TFAN5. = 965 PAF'iTITION AFFEA = O TOTAL PAR7. TRANS = Cr CEILSNG AFEA = ~J 1"UTAL LCILING TRANS = U FLOOR AFEA = 0 TUTAL F°'L00R TRANS - U AREA OF F:OOF = 1,245 FtUCIF LOAD = 1,840 SAFETY FACTOR = 10% SAFETY H."f.U.S = 4,664 EVAF f=AN H.P. = 0.29 FAN t-IFA"f GAIN - l)T - 890 MISC SENSIEI_F_ = 0 MTSC. SENSIPLF = O VENI'ILA'TION Crt9 = lySUCi 0. A.SENSIEL_E LOAD = 21,450 MISC. LATENT = n MISC. LA7ENT U NIJMBEF OF PEOF'L_E = E36 F'Eqt'LE l_A'iCN7 LOAD = 23,220 VENTIL_ATTUN CFM = 1,500 Q.A. LATENT LpAI? _ 30,294 TOTAL CI=M-•STDAIR = 2,02E3 TO'1"AL L_ATENT LOAD = 53,514 FOUM SENSI E+LF3 = 51 7 304 RUOPt L.AT. LOAD = 23,220 -N-iF~bii:'rif3t-if1F1FIF•1F1fih9FlE#'sFi4klEi(-Xii3FA-IF)t#k-1Fk~FiF#iF1FiFiFk#:Firr#jF•% L?INING P!f: GRANi) T(]1-AI_ LC]pI) = 1'?7,1C=50 }a7U'S 01} 10.60 TCJN> LUF1ll FiIJhJ POFi b. AUG Fi"f 4 F'. M. F11=iFA (:iG] F"C) = 1,245 sO. Fr PEr-: rnrd - 117 l"CI7AL GFht-;'C'D F-lIFt = 2,02F3 l::Fh1 F'E:R 5(;? F='f = 1.6`; FiL'-:W'1' ( hlGi LCIAD F'AR"CIT'IUN LOAD = ii CEIL]:NL; LOAD = C} VF_tJTII_Al"ION LOAD 145,200 ROUf-- NEATING LOAD = 5,916 FLOOR HEATING L[Jfl1)= 0 Sf,YLI6HT LOAD = Q GLA55 HEAT:[NG LOAD= 11,229 WaL.L fiF_'Al"TNG LOAD = 3051 SLAB HEATIIVG 1_OAD =U INi'IL HEA'f LOAD ~ C) WAfiM Ui=' LOAD = q H I._OA[7 WI'fH VEhJI" = 166, 196 COIL SELEC'1'ION F'F1RAt9ET[_R3 DH TF_MP GN"f/LVG =[37,6 / E4.6 l'C]"f FiJdSIf31_E LOAD = 731644 WB TEC9F' EhJ"f1LVG = 72.8 / ES::;.h 7OT'HL. CIIIL L_UAI) 127,158 SF'EC:[FIED kOUP7 Rti = 50i: fif-=SUL'1"ING rooM kH = 52"/. TERM AIF; `i'E_MF 55.00 / 110 L1EGFtEF_c; FOT'FiTEll V T. .S"'t". EVAP FAtJ 0.50 NON--G'ETLINCi FiE-TURFJ HLDG. 'Ll' HACTOFi= 0.12 CF'1F:RIER I)f-=F=AULTS DINIING A/1'OILETS 12-16-1993 EAGAN *MINNESU'iA LAT = 45 AL'1' = 822 COIdST= 70W/40R/ 70E+ ID= 78/50 : 72 WFaLL C(JL.f.Jl1: I•1F'DIl1h1 FiUOF= CULUR: t1EUIUM - 60515841.6 D. b. 7'EMF• TOTpL TUNS RSFi TONS C. F. M. 1. ,]UIV Al" 9 A. M. 75. b 4.87 2.60 1,500 2. AUG A7 9 A.M. 79.6 6.12 ^<.69 1,50(1 3. OCl' Al" 10 A. M. 63.0 1. E32 2.43 1,500 4. NOV AT P. M. Fr{?, F} 1. 75 2.94 1,500 5. OCr AT :J F'. M. 75. C) . 5.29 3.39 1,608 b. AUG AT 4 P.M. 91.0 9.69 3.70 1,755 7. JUh! AT 4 P.M. 87.0 8.41 3.53 1,675 ZONE HEATIN6---; = 16,262 W/INFIL.= 16,:62 C.F.M = 389 INF'UTS CEILING F'ARTITIUN FLOOR Sk:YI_IGHT 7RANShi:[.S"SION FACT. p.tip 0.00 Q.nn 0.00 7EMF' DIFF HEATING U t1 O E48 TEMP U[1=1= I:OULIIVG 0 13 FLOLJREfiCEN`f LTGHTS - Y SULFIR FACfUR SF::YLIGHT = 0.00 EF"F'EL'TTVE A4E_RABES f--0R LOI"dE I_UADa OR UP-COS'T: f=XF'OSURE: N. IVf= E. SE S. s4J W. tJW P1ALL_ 'T'RANS. FACTORS ii.ciii 0.00 0.0u0 0.60 ii.iip 0,08 0,08 0.00 6Lfl5S TRANS FALTORS 0.00 0.00 0.00 0.00 0.00 0.55 0.55 0.00 GLASS SOLAFi FflL"l'UF2S il. 0ii 0.00 0.00 0.00 0.00 0.63 0.63 0.00 FOOF 7FANS. FFlL'TOR = 0,0; SF:.YLIGH'f TRANS. FAL`('ClR = 0.00 DUT1='lJTS NUhiPER OF F'EOF'LE = 50 SFfdSICiL_E F'EOF='LE LOAD - 14,000._ TOTAL LTGH'TS = .i,~~UO L.IGHTIN6 LC]AD = 1:',65',? ~ O7HER GLEC."T'fiIC:RL = 0 ?THEf: ELEC7'F;TCAI_ = O SW TYF•E i GLASS f-1Fik_F1= 95 SbJ l"YF'E 1 GLASS S01_AR = 7,301 W. TYF•E. i Gt_HS5 AF;EA= 17 W. "fYF'F 1 GLASS SULAR = 1,435 TU'TAL CiLA55 AfiEA = 112 1"O"fAl_ GLASS :iOLAfi = 8,816 'fOl'RL GLASS AiiFA - 112 TOTAL GLASS TI"rANS. = 801 Sf'YLT6H'f AFEA - 0 TC7TAl_ Sk:YLTGI-il" SCJL_AR O 51;YLI6HT' AFiEA = f_) Tf.)TAl_ SI<::YI_IGH`f T'FiF1NEi = 0 L l 1 ~ SW l'Yf'C: i WAt_I_ AREA = 155 SW 1'YF'F= 1 WALL LOAD = 303 W. TYFE 1 WALL AREA = 305 W. 7YF'E 1 4JALL LOAD = 419 TOTAL WAL.L Af1EA = 460 TOTAL WAI._I_ 'T'RANS. = 722 FAR7I7IUN AREA = U 70'fAL PARI'. TFANa - U CEILING AfiEA - 0 TI:J'1'AL C;EIL7:NG TRANS = U FLOQR flfiEA = 0 'fOTAL FLUDFt 7RANS = U AREfl Of- FOUF = 1,600 ROUF LOAD = 2,364 SAFETY FAC7'Of. = 10% SAFETY E+. T. U. S = 4,035 EVAF FAN H.F. = 0.25 FAIV FiEAT GAIN - D'T = 770 MISC SENSIPLE = U MISC. SENSIFLE = 0 VENTII_ATION CIFI'i = 1,500 O, A.SEtdSI}3LF LOAD = 21,450 MISC. LATENT = 0 MISC. t_ATENT = u TJUMPEft OF F'1=0F'L_E _ 50 FEOF'LE LATENI' LOAD = 13,500 VENTI LA"C' I ON CFM = 1 a 500 O. A. LA-fENT L_OflLi = 36,114 TOTAL CFM-57DAIf-t = 1,755 TOl"AL LHTEtVT LOAD = 49,614 FOOM SENS T k!tLE = 44,390 RUOM LAT. LOFtll = 13,500 1F 1F 3EMiE lF # iF• ~ jF 3F 3E 1F * iF # 3FlF %iF # 1FiF lFlflF iF il* iF M%-iF if XiF N-~-M-iE iF ]F if~ iF N- llIIVIING AiTL")ILET'S * GRAND TO1 flL LOAD = 116,225 r:+ru • s OR 9.69 '1'ONS LfJAD RUN FOFt #k 6. AUG F1T 4 F. M. ARIaA (SGl 1=T) = 1,600 E,Q. F=T I'F_R TC1N = 165 TDTAi.. CFM--51'D AIR = 1,755 C:F'M F'=EF: SL? f"T - 1.10 IiEAl'ThlG LOAD F'AFtTITI0IV LOAD = U CCIL.T.NG LOAD = 0 VENTII_.ATIOIV LOAD = 145,200 ttOUF HEA'f ING LOAD = 7} b!i;; FLOOR HEATING LC1AD= O SF::YLIGHT LCIAI) = O GLA55 HEE:AT ING LOAD== 5,421 WAI_I_ HEA'( TNG LOAD 3,23E3 SLAH HEATIMG LOAD = 0 IhlFII_ I-IEA-C LOAD = i? WARM UF LOAD ii H LOAD PJ:[TH VENT = 161,462 GO:fL SELF_CTILIN F'ARAh1E:'7'E=FiS DB l'F_'MF EN"f/LVCd E39.1 / 54,6 1"OT SEtJSI[LE LOAD = 66,610 WB TEMF F_N T!LVG = 73.7 / 53.6 TOTAL COIL. L_Or-rU 116,225 SPECIFIE:U RUOM RH = SC>% f-"tESUI_TING RC]C]ht F;li = 49% TEhM AIR 'T"E=MF' =;;5.00 / 110 UEGFiEF i F':O"fFOT'ED = o T. 5T. EVAF' f=AN = 0.50 NC)N-Cf-_ILIh1G RE'T'UF:hJ SLllG. 'll' FACTOFI= 0.09 CAFiRIEF, llEFAULI'S . Aw + A o4o , uo _ (o 08) (22- 55~ -1-(436)2.691 = O/5(a ~ TT1~ ~ ~w A w TEG~ t A~-SFSe-~ U~A~~ w a 4 OTTVW= ~O,oB)(2255~ <{-4+43~(a~3){t~-~.-i-~36~1.!)~86~~ 19, aTTVR - 05~ )(s3o5~ t 138 (o) - f0 f M E M O A A N D O M TO: JIM STURM, CITY PLANNER PAT GEAGAN, POLICE CHIEF JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE INSPECTOR BILL AKIN3, ELECTRICAL INSPECTOR PUBLIC_WORKS/ENGINEERING/UTILITIES/STREETS ~GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRA5CH, WATER RESOURCES COQRDI ATOR JOHN VONDELINDE, SUPERZNTENDENT OF PARKS FROM: DOUG REID, CHIEF BUILDING OEFxCIAL , i DATE: `2`2 I-~3 I j RE: PLAN REVIEW The _ preliminary'4 construction plafss for Dyo~Lp?c 'i are in our plan review section for your review and comment. Please return this form to Joe Merchak with your si ned comments and the date of review. ~~c+~ . . . : . if you have any objections to approval of these plans, it is your responsibility to notify this departmenC and resolve any problems with the affected parties. If you are requesting that the issuance of the buildinq permit be held, please fill out the proper hold request form. Thank-you. COMMENTS: Gen e Po Go~ne-c~2~r~ c~io,~AO? `~i., ~ ~~e/ (k~.... r1~a/ ~3 V \9/ ignature Date w~ ~ stu tooa ~vee:zo es-ei-tt asev vroE stz T xee=x ` m?f/O,l0l.4hr, . . ~ ~,ystems, l~c.w Q~ AND 80 renwidi; Fk" t.os Anoets., cM- 000W1417 P.O.BOX 41M " CA. O0041-0M DATE, : QF PAGES INCL. _ZL.=- COVER SHT. ` FAX -ATTENTION- - J, COMPANY NAME. SUBJECT: ~ - L4CATI4N, , REMARKSA L , u „ ~ o - FR4M~ ~tI u 1Y ~ ~YO uMAi~Y ~ DIRe OF L~Y V @3as DEPT• PHONE= a (213) 343g4~3fi5 / EXT.3204 FAK a t2131 344 TtiiT'd W~E:zL E6. 81 03Q 9fi# ZOOd WtlL£;ZO £6-8I-II 88E6 bb£ EIZ I %86-8 ~ ~ ~SySlf~'lT15~ ~.r1?Co _ _....._...~~..........~~....,.__~.~Y.._.............~,..~..,.__ Novambex 17, 1993 iNr. Jae Merahak The Ci.ty of Eaqan, Minnesota 3830 rilat Krtob Road Eagan, MN 55122 ~ Deax Mx. Mexchake we are in the process o£ designing an HvAC system far the restaurant in the City of Sagan, Minnesota. As per our discussion, today on the phone, we are planning to use a f1L listefl type J. grease hood whkch performe with a lower CIrM than the code sequires. We hava deaignea several xestaurants in the ctate of Minnesota with such hopd and Swould lake to submit to you the UL flqoument and the cut sheet on the suc8 hood, plus the kitahen laycut. we are using 208 malre-up aix iaside the hoo8 with temgetuxe at mini.mum 55% F. ~ &lease reviem the enclosed documnet and let us know if such a hoad with a reduced CFM ls approved by your depaxtment at your earliest convinence. 2 would likc to thank you aqain £or your time an the phoae and will call you in the Eutuxe to discuss in further detail if necessary. &hould yau ]lave any qAesti0f18 xeqardinq th6 enClosed documents, please do not hesitate to call me. :T!k you, Qali DiieCtGr oE Bngineering oo/ix EYlclosuie .33$0 N. SAN FCFiNANL10 pOAO, SUITEIOI, Lvs fWGELES. CA 90088 • P.O. 80X 41739, LosANGELES. CA 90041-0739 213/344-4869 • FAX213/344-4388•CoNrancroA'sLdceriae#302133 ST2 'd Wd6£:ZS E6, 8ti 03Q ~ Q -Bl-li BBE9 44£ ETZ I .%L6-~ t ' % VL ERW igg~j~~1BORA'I'oRI'ES INC. an sa$ependen47Wt7*;rpr4U ot`P ariizatioa. testiteg.~'n*P!&bI'+t saf+"f . a"S .168rch 22 1 2985 . CORRECTZn RBPaR'4 •Csptive-A3.re Syptema Div. of xtiai?tic FiYa Syate" Co.. SssC. • Mr.'8,obsrt L. Lud3y? Fresldant 3211 Siamez Slrf.ve Rakeigh, NC 27644 I pux ga£e MH12106v 84NYt2007 Subject: Investiqation of Exhaust SoOds without Dampers pear xr. LuBdy: ~ Tky{s ie to'adviae that we t?ave ccmpleted our investigation bf yaar exhauat kdode without 8ampers• The fdllawiag 'ts the Report of the isivestigIItiOn. 7'E 5T R&POAT ~ RSA'MxNATION CfV &AbIPI+ES; I ' biODEL 8 Thia is a aanopy tYBe eachaust hoa8 having naminal dimeasions on the vuteide of 72 in. leng by 48 in. w!„de bY 24 in• high wi.th an interior capture Kidth of 42 ia. It was found to be construCted of No. 18 gauqe atai.nless steel aad was cantiriuausiy wQza$a at a7,1 external ooxners. The design incorporated an integtal ductwo=7c tc supP1Y maka-up'ai= Khich was discharqed fspz $ra gnd.~ outl.et at +~e i..nside fzont e8ge of the exhaust canapy upw iarvard i.nto 'Che exhaust caxtopy- Zt Nas provided with UndewriCers: LaDo=ntvries Znc.'s Ciasaified gzaase filtars w3iich were iasralled st a 450 anglt. Tha froat aad zear sclgea of the hDO@ were 80 l.it.. aboae tha floor an8 the cleasanca betxeen the hooH and t.he •cookir?g suxface was-47 1n. T°ba exhP?uet b3:OWer, wsg a8justed 't.a'' " . grOVide a nomina,'i f3.ow rate of 1507 ftA Imia E ZS?,^ ft1/n?in/ftide -a, tcq,s,y@, leYygtrlsy er,d tha st~gp1Y air blower was adjuated to px'* siominal fl.ovr xate of 1294. ft3/min (216 ft'/=iriJft o£ hoa3 Seaqt.h) ofmaka-up air wtai.ch ie 95.9 percer?t of tbe exhaust air floW raLte. y . ' . j. . . ;t . . ~ ' ~ - ' - . - . - -~--^-bfvlcFwThe.fDUMfi!0 or•Clasofflwrdan Mark On Tha Produa TIiE'd ' - WdbE:zT E6. BZ z3Q DEC 18 '93 12:34PM , P.4/11 . • ' . ~ • ~ arrr.rsvx ~ cttt-swx ~ d3 HI~X3 SvH d3-t~7C3 Si-Ai3TJS`7Ci-SYH 6T^I+~S`7~ at x ss~x3 svx ~NEDP-XI - ~a~x3-svx s,~a xs st-s~x~svx ~ ~uxrsrx • a~svH - ~ • STd-s^dN ' xa-svx iu aag-srx no ' sx-svH a au-svx au ,"-srx x3 . z~ srn+~ ~ 7s za-swx e-svx g Ta svx Ia a-svx a IMssvx L%S 19-svx ra suo4 nP'-oma . ~'t , nQ PaneaJ MG ~ s,~TI ~la4P~Mi (grW~ nS~ ?~'8 ONIPa'd s,iul:Tady OM . ~ ocmPn'goiMaNt , . •*Wcz Ox xonnva ~ ~a ~8 ~~x£ Itao-su~• orn s~axs a~v~enu,arr~ . voort fiMp+R troooa vo sahxv soz . oaNVxm ~tvs osss . . ' , , .'7AtI6?i=3SWTqMVN [jDaZ8[FSSj • ~ ' { IYM?~ ' ~ SX3d9'IVQ SRAVHIC3.fIIO87dlb SQAOH XSIIYMM DNIb57T 11=1II1rI ~ - Z66T 4EI x%wD ~P°~ 80tFmY'DmwIId'm R=97% 1 213 344 4388 I I=T$=ST'b~ T7AM ?004 #46 96# SOOd FwL£:ZO E6-BI-II 8865 9fi£ EIZ I ~L6-x :r ~SEi' 6t 192 85'04PM CAPTIVE-FlIREr02i.AN00 P.9 , . - ' REEX PROC. ' . FiLe M3I2106 Vol. 7, Sec. 1 saqe 1 Issued: 04-12-82 • Revised; 07-11--88 pE3CRT PTIO.N PRGDIJCT COVERED : . * Ttle products cevered by Chis P=acedure are exhatisC hoods. witnout dampers for restaurant cookieg applianaes. Hode].s D, R, 5W, DY. FLIt SWI, 8. 9R, DL, SL> FFl. PR, E'Rp and aB. *MOi1EL NUMH£R DESIGNA'SIf)t3: 42 20 A I i2 III I - Sood Widtki :n inekes. I; - Raad 8eight a,n inches. III ~ MpC12l QCSIgIIBticn. 5AC".'ORY ?,C='!'_TON AND IpE.7TTrICATIGt3: Lecattoet T_dentificatioR 33I1 azantar Dr. NQne 'Ra?leigh, NC 27604 ( . GENFM' fihese are exhaust haod assemHliss inteaded principally Ecr use over re9taurant-tyne coaking equipment. such as ranqes, broilers, deep fat fryers, grilis, eec. The sssem- blies ara Gactorp-huilt ultits. kodels D, DI: AL, 8 and BL ca73eat and eachaust coaking aapors ealp. Niod[ls RI, SR, • SWr SV_I FR• PRO F$D# drid SfS Gfl].leCC 8Ad L7GlSduSt COCk1IIg • vapors as we7.l as snpp1Y mnke"uP 8ir at the meximsua rate cE 89 ,pRrcent af exLaust air. . I7~SS~IQN' These ex!'1EtLtai haads are iatended far uSe in accordnnee ' with ths St8Adard oE the Natianal L"f.ra Protect3ea Association for thE Znstallation oE Equ3,pment for the Ramnval oE Bsnoke and_Grease-Ladea Vapcrs Prom Cammnrciai Cookinq Equipmenti , NPFA DiQ. 48. ~ . DB:S/DdTC:PYm . ; i ' TI/S'd . WdVE:2ti E6, BS 03Q 9b# 9003 PQVLE~ZO E6-8I-II 88E9 D6E EIZ I %L6=~ It812206 ~ . , • . - - '..7ilnrch 22. 1585 • . page 4 - ~I . . . . • ~ - . T$ST PIlMOD AM APP11,IiXiTLiS • . _ _ ' '~he osamgle hoods'•vexe• instailed wf.thin a raam pWS Seaaonably €ree ef 3rafts• An alectXic qriddie hav3ag a po+Ar ! inpeit cf 15.5 kW gnd a cooking surFace o£ approximalA1Y"3S in. , xide r?nd 24 i.n. deep was installcd uader sach aampla. l~Feat cakes mat2e' of a mixture (by waight) o£ 2/3 freskly qrow'sfl leaa meat aad 1I3 betf su+Ct, each vreiqtxf.ng agpmximately 0.3 1b and having a thickneas of 3/8 in. with a dia,metcr of approximately 4 ia. raare• placed uaiPoxmly on th aooking suzface. The quantity of cakes placed oa the ceeki.ng suxface v+as equai ta eiqht eakes per foot of length of t,he exhsust hood. Ti'se CA7Le& wer-e broiled an one ~ eide for nPPxoximataly 5 mi.n, turne8 eveX, bro3led on the o'hliex ti.de for approximate7.y 5. ma.nt and rencveH fram the brailer. Gbservations rlrere ms&e to deterinine the etfeativenass o£ the exhauat hood in coll.aating assd exhaustSng the cooking vapora and moka. Tiie canopy was ~estsd with the Coakinq $urface located in khu ceater af tlxe hood as well as the exireme ends in order Lo. evaluate the efFectivertess rrith the cook].ng suriace at various posttions under the hood. REsuLxs ~ nuring the coekin4 smoke and flase-np teat or the RamPl¢~Q wexe described ffeetive_].Y b collectec3 a aad 6 exlaz~usted t by ~ the ~ haods~ng po e CONCLCTS Y R14 Samp1!¢ of the pra8ucts aovered by this Report have been fouad to ooi¢ply with the xaquirements oovering the alasa aad are judqed ta be aligibls for Classification and Fcllov-Up Service. T1'zC msaufacta7Cez is authorized to use zhe Laboratczies' Mark on saoh . produeta +ahlch complY with tha Folkow-Up SsrviCe pxocsd+3re sad any olher mppiicable requiremeats of Anderwritera X.abozgtaries =nc„ ptsly thoas products Which properly bear the Laboxatarias' MaXk; are; aoasidered as Ciassifi.ea by un8erwrS.ters Labqrataries _ •Z~~•:• ' : .'^.?S ,;~•~:;~k: • • . ' . :.~x , , • • , ',..-r.;a'•~.'.i~..i;r~ : ' - ' . ' Y : SI'.:-N:•i,'~I~W~•{` . , i • j tF I•'F 1 . T f:: e::`•4.'x!'S .Y«R!s.F., :'3, 'AY~~~}-': • . ' : ~ .r:,,'• r :r ' . . , - r.. . ~ "'f ~yt"' wX_.Y . . . . y . ' ` :•aY.'"~::..~. . 56 TS/9'd Wd5£:2T E6r BS 030 svu eooa rzveE:zo ss-st-rt saer roce stz r %es=x ICBO Evaluation Service, Inc. • Asubsidiarycarporation afthe IfiteCndti011dl Cqf1f@Y2f1C@ Qf BUilCfing OffiCi8E5 TM ~ . EVALUATION REPORT RepoRNo.4416 c,w^shl 0 1149 ~oe.ilmnansu.in.me. NOVember, 1989 Reng Categary: YEN7'ilATION AND QREASH EXTRACTDRS MODBL.SR, D> SW,RI, DI,SWI, SR 7224SwI. 7824SWI, 60305W1. 66303wI. 7230$WI am1783O5WL The AND B COMMBRCL4L %ITCli6N EXHAUST HOODS dcsign incmpc~raras integai ~ccwork m suPply makeup afr, which dio- CA~B-AIItE SYSl'EM3, INC. chorges eir trom a pair of ouqc~ at thc inaWc ~g¢s o£ dx canopy and !'OST OFF[CE BOX b1903 psnilcl w the pL• ne af rhe yease 6{ters. The inakeup air is dischargeai RA[.LqGH, NORTl1 CAROI.INA 27629 up werd and inward iem the exhaust canopy, Tha units are Dravided with Undcnvritcrs Lsboremriu fac. classlficd grciue ffl0ers, which are installa[ 1. $u6jeci: Models R. D. SW, Ri, Dl. SWI, BR, and $ Comfmrcfal aes45-1 ..angin.7heedgm oTrhncunopyote80inehesaboveihefloor Kltchsn Exhaust Hoods. nnd the clearence betaveen the hood and the ~rooklag swtaa is 47 inxhca, I '[he pchause bluwc is aJjwlal ta pcoviJo u nominal flow r=of 2082 feeNl 1I. Description: A. General: ihe U4claaslflsd commarclpl kitchcn afinute (416 feet3iminote/foot of hood Imis,q) and thc supply blowcr ic hood sysrema manufactured by Captive-Aire Sys[ems ara inualled in ac• adjvsied to provida a nnminxl Elow raoe of 1955 feeN/minu[e (371 feeNl conlunet; withChapter20oftheUniformMechaoicalCode.Thehoadaan minutrlfaotoFhoad lengt6) oP mnkaup air. wAidi is 891 paecent oF Ihc fabrleated from No: 18 gaoge. Typc 304 atainless sceel wiih N0. 7 ar No. 4 pcAaust airflow mec. pulish oe all aposed surfams. Front and ¢nd panels arc oi IVO. 16 gauga 7'ryc pl Model is an island-srylc cchaust houd having Oc seme principnl sainleu steel. All duct seams and joinn arc hetiuc welded, grouad uM Aimensiona end conao-uction us Modnl R[, with [he excepiron that nn poliahediahlend.llkhootlsueprovld¢dwithstructurslhmgin~brukcW, ~a$rplductworkformakeupair supplrisnotprovidnd. Factory welded, 3 feet or 1as on cenmr~.'ITe supply plenum ia iired w1t6 Uc SWl Modd is in klnnd•type exheuet Frood having Ne,same principal ~!3•imh-[hickPyrollCharcoalR-3rypeinsulaHontoprcveMwndensation. ~m~ipm andconsu~ntionasrheModelRi.hdifPmsinthutagrilkvnnct 7'hesapplyhae an uQjustablebalancing dwnpec The t4mpcri& oonerolted by face of the anapy discharges part m all of the makeup na directly into dfe knobsfmmfaceoPhoodorbyrodswithlcxking•rypeballjomtnfromtlurop mom, of hood. The hoad tights am U4classificJ incu'deec:ent lampa, prewired ro a D. ModeU BR and S: These are backahelf•type exhaust haadc Aaving a Jmrcdonhuxonmpo(eMhoodorwanoptionaleontrolpancl.GrtascfilmR maxlmumdlmembnof144inchssby27l/zincUcsby2atnctxstromMe are Ul.classified baft7c-Iypc fitrrn cadly nmuvable for ckaning. The bnetoro of dha 6nekaplath (cookin~, w~rfam feveq m[he top of [he planuaf. fllton drain intv a rcmuvWYte greme nuy wiRe a~emovablecup, Thc units an nvailabk fn Motlcls 2b24H and:82a8R. Tlrc dalgn incorym Tha hoods aontain an op6onul buile-in Anaul R 102 liquid flre• rates an inmgral ductwark w euppiy makeup air that is cbsdiargW from u cxtinguahing sys[em properly alzed for tM cchauat duct opening. plcnum PWontcd mc[al ouUet et the ioside front edga They arc prwided with and eooking aquipment. The Ansul cpnwl panel and [ank ere in ttu ![a UnderwrirerslAbocamries IM. clssaFed gmuxd filmn. which arc imullcvl proKCtion cebinee which is an inugrnl pan of the canopy, In Iieu o4 thls u an angle of 60 de?~ees from the horlaontal. Tha frant Iowu edge is hnilo-in syacem, a remaely inswllat Ansul RIO2 caMrul panel is pmvided maintaincd a minimus (W iechcs abave the flooc Tlx bottom of thc forflre prorcceim. Thc Ansul syxtem is eomple[ely pcepioed in the fxrory d~upl~ ~ 47 inehea fmm ilie floot The uain eie equipped with end byfaewry-vainedpersonnel.'[hef(ro-pmtcctwasystem3xcaratdgeopen p~ sthatextendcd6omthcfro~aloweredgeroapolotl8inchesfromMe u[ed. U4listxd. Ilquld typc with auenmacic tonerola w flood pieeum area. ~tOm af ehe baCkBplath. 71w exhuual binwer ix edjusnxl u~ provide u ductc. xnd uurluro urcas. Exposed pipdng and Ft[Ings are chmma pla[ed ar sominal flow rnta oP 537 Pee[ lminuta (214 frel lminuteffao[ of haod roverodwithtight•tlttingchromeslcclslccvcs.pmunuulpullstaUOnisalxo leo8th1,ThesupplysirblowerisadJuatcdtoptovideanominaltlownteoP ehe ~irc-nxtinguishing syetam. 397. fcrts/I59 frctifmiautelfoot of hood Icngth), whlch is approximatcly 74 ~ . M e~R Thee¢ arc canopy-eype exhause hoods rmxi- Pcrcant oC 6c euhaust air[low nue. . ' mn t menssons) lA4 inchea long 6y 66 inches wlde by 30 inehee Tho B iuodel ix a hackshelF-typr exhaunt h~xid having the snme fxtnripa{ dbmhighwithnaintariorcapture widthot421nchca. Thcfollawing modelcwe ~%~~s and conslructlon as Model BR. !t difPers in Nat an integrol peoduccd in thie uyk: 4224D. 4824D. 5424D. 6624D. 6623D, 4230D, ductwvrk for xupply of makeup air is not provideJ. 4830D,5430D.6030D.6630D,4224R.4824R,5424R,6024R.6624R E.Identifieation:F.uhunitisidentifiedbyapermanentla6elcontaiuln@ 4230R, 4830R, 5430R, 6030R 6630R, 42245W. 43245W, S424SW. Ihe menufacWrus namc, address, modcl num6cr, scriel numbcr, clcmxncc 611248W, 6624SW. 4230.SW. 4830SW. 3430SW, 6030.SW aznd 66705W. W oombu5tibles, minimum czhausi mrflow, maximum supply nirPlow, Thedeslgnlncorpomtesanlntcgralductworktusupplymalmupalpwhichb electtkalreting.ItequippedwiNlqghdng,theevaluadonreport number. discharged fmm en oudet ac the instde Pront cdge of ths axhauut cunopy de~eilx uf thd fm-wpp'uaxion sysmm and lhc Ilnderwrims I~bornuriua upward and Inward inw thc cxhemi tmnopX The hoods are prorided w{th fec. (NER-QA403) tmmas and 11sOng num6ac Underv+ritcrs Lxbunu<mas luc. classified grease filuts Which arc itaW led at a 45-0egree angle, The front an(i nar cdgcs oF she hWd am 78 inches IIl. Evidence Submitted: Rcpon oPtasts In accordance wlth applicablc a6ow the t7uar and thc clcacanee between Lhe hood and Ihe cookin& aurFace Pwlons of UG SwneLord No. 710, i~vullatinn inxiructi0na and dnwingx. Is471nchcs.Theezheaqt blowerlsadJuuedtoprovldeanominalFlowra0. Fndin ut 1507 tee[3tminuca (751 k¢tsrminuwfane nf ha~l len), and the suppty 9s aa WpwCr ix a~ljuued mp.uvide u numiml flnw rate o 1294 feeNhninuu [V. Finiirg8: 1hat the Capove-Airo 5ystems Tne 1 Commerclal (216 foet'lminutNfoot ot' haocl Irngth) of mukeup xir, wAieh if 8pproxi- Klkdetl.Hoodlarealtern6temMhodSp[xx4wosGng a'vsndeztractlng mncely 86 pcrcem uf ~e nzhauu airtlow mtc. gremc Arotimeommercial Wtchens mder tlie 198N Uni[xm Meehanical T'he Made10 is a cxnopY-tYpe exhauat hood Ftnvino the same principal Eodo. sobjec! b the fdbwing coodltbre: dimenyicms und conuruceian us Moxlcl R v: iih thc cxapUon that an inxgrr.l 1. 1Te nntls compiy with this report ond are 6Walled in accoN, ductwork fbr makeup air supply is arn pmvidcd. amce wlth !he manufqctprer'a in6tsllaKOn inRlructim6 aed [hs The Mode15W i6a e7utopytypcexhauvi hoW havingthe same principei MeehaMtg Coda dlmensbnsandconstrucdonaaMudetR.lidiffcr.rinthotugrillaonlheFace I Theraremm.mfacteredmRaleigh,NOrihCao6ua,v~il6fdlow• oftbecunupyJihchurgcvpsvtota[IofUtomukeupairdireetlyinmtheroom, np iospeetions 6y Ilnderweiurs Laboratories Ine. (N6R, C.ModelsRl,DlandSWl:Thcvcnrei.rland-eypeexhaus[hoodshavin@ QA~)• maximum~uitiiek dimenhiuns nf 14A iathexby18 inchcs by 30 tuches wlth 3. $ach eshauat syetem Ins[allstlon is su6ject to Pield demanstra , sn inlcriorcapwrc uiJdf of 60 inchcs. The foltowing malcls are pmducud tlon by No iasfaller W emore grezse•laden vapom ere ade in [his styk:4624DI. 5424pI. 6V401, bA24131, 722401, 7824D1. 4830D1, qoatdy rralwed. 5430D1, 603001, 6630DI, 7270DI. 7830D1. 6024Rt, 6624R1, 7224Rl, l. 7624R1, 6030RI, 6630R1, 7230R1. 783UR1. 6024SWf. 56245W[, Thisreporelaeubjeetton-examinetlontnfwo9ears• Eva/ua[ion repor7y oJ'ICRO Evalnafenrt Scrvito, Ino., ere ixcueAsnkly to proridr ip/nrmaftoe fo Claes A mcmbers of /CBO, uf(Uzing tke codt ripox ahichthe repart rr bassd. EvaluaNon npvra mr noero be wnrtreed w.ryrusxdng eesthNfaroranydkeratuiburesnnt specifimlly addresaedxnrar an endv.samaut or.ecommeedN:on for rase q/thr subjeet rsporr. Thfd nfpaRh based apon LIQOpendlatastn' orOtherhehnkrtld4M i48mGled 6y lhe applicmt• The ICQO Eva[imHoo Servftr, lae., fethrticei sWffhaa revkwed ths h.vr .esafu cm!lor whar dao but Coea not poaaees tvt jaafilies w maka an !ru(epemfext wrbltcerion. There ra no warraaty by lC80 8vdrretioe Sirvke, lnc., exprnss or tmpWtd. as M uny '•Fwd'mg•• a? olksr mattar in On reparl nr os 1o any p'oduet mvrradby Ws reporL Thir dEteltanewlneGtder, bW LtnuluailedW, merohanLn6ility. yi/z• WdSE:ZT E61 8i 03Q p~etw , . ~ . # m 0 ~ o ~ a a SUf'PLY RISER WITH Q 100W U.L. INCANDESCENT qNTERNAt VOLUME M LIGHTS WITH J-B47CES AND FIRE DAMPEftS 0 EXNAUST RiSER (U.L. APPROVED) M m STEEL HANGING . W AN GlE (T(P1CAL}`, m - W M ~ 24" )R 30" PERFORATED ~ STATlC PIATES " 16" U.L. CLASSIFIED INSULATED " ~ BAFFLE-TYPE ~ P LEN kJ Mf GftEASE FILTEftS 78" A.F.F 2Nt:, ASE DRAIN Wi~Ehi - STANDARQ EMO VABLE CUP NA.iVGIPfG HEIGHT ~ -M - 4:2N L}$a ~14" UIJ, VVp STAND-OF"F-~ SEC'TI{3N VtE1iN MODE NAS-R GOMPENSATING HC3 a LO { U.L. !lSTED / MSF APPROYED 7 m ~ U.L. EXHAUSI AIR f2EQUIREMENTS: m JOBB NO, FILTER TYPE ExNAusr: 251 GFt1 PER LF M1N. LOCATIU{V- ~ SUPPLY: 21 bCFiv1 PER LF UAX. DATE, HOOD HU. OF Q FlRE GHEF - ALUhiWIlM (70 % RECOMMENoEO) ~/I~! F1RE CiUARD1AR -$FANRtS3 3l'EEL lYffJ ~/O~i ~I JY . FLAFAE Ql1ARD - TEFLDM COATED AysABITISJF II~Ca+ FlRE F101iTEFfi - 6TRRILES3 STEEL ' CONTRACTOR UCENSE f 302133 tl 6001 ?¢tlL£ : Q £6-@ I Up1 =I~` yAN R8A4 49E £ 18 I ~1 M ~ss=a " DRY Sl'O2A(E SHELVING ~ StdRACE, CABiNET W AUNNAGE RAdCS - _E'MPl.OYEE LOCKEIiS 30 QUART IAIXER MOBIL DtSH RAGC SL.ICER• f F 5 QUART 8€NCH MIXER • ~ ~at PREP TABL.E WI'rH S1NK 7-t SOAP DISPENS'ER TABLE 7 2 PAPER TOWFl DISPENSEi2 _ PER , gLE qniF{ py~ T-3 FEMININE NAPKIN DISPENSER UB SIHK W/I'OT RAt~CC ?1SSUE bISPENSER CONVECTIUN OVEN f-t HAN~ICAI' GRAB BAR OOD ~ ASH 7RAY R CA8fNE7 T-8 MIRROR _ .J.~.-.. T-9 TOIt.E'~' PART111oN _ URINAL PARTITION I 3 PIIN HOT FO~D MI/Ff~Z BASE RFFitlG. E00 4TA'110N & qiq.L 3TMM P-t H/C NfA7ER CL05ET FLoolt FRYERs JP-z waTER a.osEr 0 H/C URINAL "J! GliARBRQII.EIt 41 CHAR6ROII.ER STANG LAVATORY ROLt. WARMER I P'"5 HAND SINK 'WftR%AER ' - - 35" GRIDDLES P-6 WA1ER H P-7 MOP 51NK ~ ' ~ EXHAUS7 H000 P-8 URINAL ~ EXFIAUST HOOD . ? PASS MIINDOW , MICFiOWAHE OVENS M{piOWAVE OVENS WINWATED 09 1bTH Cq.P RAtl. 4 SL!(E TOAS'TERS 51 WAFP'LE BAKER5 FtFFRICERATED 8A5E W/C.R. OPEN NUMBFR ' OPEM NUMBER - ' RALL WARMER 'SYRUP STATION et HOT SYRUP OISPENSER _ • ' DOUBIE SYRUP 171SPQJSF.R w.-_.,...- SYRUP HQT PlA7E • JOROAtm a118E IM1N colD w?il U11L1'1'Y CA9INET , ~AIEU 911~ w[n1 COtD Wa SWP S'CATIOPI Wk17RESS CALL UiE WAIER S7A7IOtd o sAuw srAnaa aaTM oa.o RAA- -A tETYUCe cMsPot~_ ti/6'd SODA S7A7lOPt L:ZT 6. o oioa ~v £s-st,-1F. sser,rro~ ezz [ p.. ° _ 4-: .1f d'j: a ,:,x1„~,"^,%~ L=r` 'k~' rH~' i.~~.~a.'•i .a" _ Kr!'.1.~,.K' r• •.•~Kr'.r1a~~•~;.7y#'~: . . . . :•l::~t:n;, ~`k r . . , . . , I e MARK EOLPMEIVT SCHEDULE EQUIPMENT MAftK N0. E4UIPME BAKERY CA$ (Rar, 2 BAKERY CASE (p(Z ~ TEA BREMN ~ 3 BAKERY BACK yyqLL { 7EA D15P$INSm 4 ICE M/qKFJZ / gIN ~ URN . g rCF MqKft-n (Fl?rURE) COFFEE UFtN STAf goof ICE MAKER IDECAFiNAIEp cM - REAIO'fE COWppJ HOT CHOCOLA7e i REM07E Cp~yp ~ 'NRE) ORAN('E UCE g WA'fER FiLTER 'DISPEfVSER . e COQLINC RACKS MII.K D15PE'NSIjR e ~ F10QR SAF'E ~ I vP~ GA8lNE7 OFFICE CFfAFR ?`~MBBR _ 9 1~~ CABINET ! ~A~ StA MON ~ ' . - 'R£ACH-fN io '71ME CLOCK dcIRACKS pESSERT STA7iON _ ~ FREEZER SHELV!!VG ----~~_L. i3 48 DUNNAGE ! ^ • ~ ~ _ 1+ WALK tN Cp0l~(2 i 01R'IY OISH TABLE EEZER r-- . COOLER caL _ v""- UGFf7S de DOOR HFrtiER DtSppSAL - ~ COII. DISH MAGHINE " ~ • GRIUN DEFROS7 NEA7ER ~ $00STER HEq7~ER. REM07E CONDNSfR,OppM DiSH MACFIlNE Nppp ~l4E1NQTE CO~Ip~~_~ CLEAN 0l5H 7A8l,E - _ t5 COpLER SHELVlNG g ' EXHAtJST FAIY PACkAG 17 CHEMIGAL RACK ~ SOpA PL?hAP$ GAS CONNECTqR KITS . 19 `CAR90NA7'CIR ICHEESE MEITER - ~ +qHEESE , BAG N BOX Rqq( 21 MOBiL CAN RACK DUAL TEAtP Rff./F~ - Df2Y STORAGE .SH4VING RFACH IN RIMp, 60' DUNNARACKS STORAGE GABINE7 30 QUART M(XER 8+IALp1'M I.OC!(~+$ , SUCER IAOBiI b15'Ff RACX SSi6S'd 5 OllAF7T prmnu WdeE:ZS E6. 8ti ~3~' ~ , , . € i ~ s 4 ~ OFFIC I . cooLER „ uKIT muse svimi a . PR£P AREA ~ • f8x t8x ~ 24x80 - i I 4@ DUNNACE ~ 0.00 ING171 P-b 3, K3NG 11 41 _ 39 _ 1 r-WALL c e0 ~ r-------- -r~-.~ -T-_. --fl 1 F'[lRtvl AtErr waME 1 ~ ? 3 8 P-S L ~ 8 T.EST. E m of ~ ~N ll ~°J $3 ~ ~ ~ 8S ~ 39 Q QRD£R PICICUF 71 m ~ E~ ,O ~ 0 a{ ~ ~ ~ a ~ _ ^ Q i- 0 ~ - ~ wA1TRE5S _ STATION ~ DI(N[' r*Apr, 21. 1994.si 3:30PX,oM PERKINS FAMII,Y RESTr To 9sges5go. 2235 PIP. 2/2 Apr, 15~ l984 3~33?M PEHKtNB FAD6ILp BBST Ha. 2046 P. 2I2 • :P . . ~ , - • 9p80X" iNoplaiP11 An u94i= NODGN l [a'a ba asW !x #oaasQaeea rith thi 86qAaLSeuv l" ampma1 Iaopvaelan anb TsaMaq') ~ VPAMMNM DrzCS NO- , S31 i.ad14lCV fEAMIT i10. op Sft ~~ooia TRO • AIIpYlt 11AEiQMd . " No~.r~ Shl~ f8w41a LO bV SLlLpd OYL Snd LpOLHdgd i0 tbe pL'OieOk Y~Qi[iaaCl,On. ~Il~esmption ' unavaiiahle ab tdat time ea bf,fUi•d wt wh.n epp7.yLna !oe a b"l,n0 46111IM• ?aspix !b. ko ba pre?idad !y ehe euilduaj ellielaf. (t) Vro dasoripCinnY PNx U.B.C. e+atiee 906. (3} SpOI" IMO"aEer. ?oo6Mk Rqort e! tawLOLlOE. ;11 Tion emnkleaqtf6 Ce p+rlazsi Mrviceo, JICRNOIR,~1s~ ' 8~ah a~prCpei a pWOti ¦ign 6alqwg Gouerr TLY~n~ aeekea t Pirmi !4t ~ p~es~ 8 s raio rELllei - • 8It Eirml Dat.~~ a gSt ' llrar~~oatri~ '1'!tr• r. :n~- tmi'=.._-'v ~ p#EOl • 3'~II tltm~ Na.s H QalN~~ ~ xha indiridaal nmg of sil prwprau'vo WPelaL l411prceoss an4 pee rack cery intand se p1f9!=va mnoi po td011Cilied on Ehs severar ridie ef bhLa evm, , y"npt gm r/lsYOtural Enqia"i OE aacotd O_ - Opooi?i 2nspaateY 'ih • rueing AgenC febeieacor • IIeCepttd {as'ChY W)dLng lltpaslment sp oate:~~~ R=96% 9015377100 04-21-94 04:29PM P002 #45 city of eagan MEMO TO: DIANE DOWNS, UTILITY BILUNG CLERK ,FROM: EDWARD J. KIRSCHT, SR. ENGINEERING TECHNICIAN DATE SEPTEMBER 9, 1994 RE: STREETLIGHT ENERGY COSTS FOR LOT 1, BIOCK t TOWN CENTRE 70, 16TH ADDITION 1345 TOWN CENTRE DRIVE PERKINS RESTAURANT This memo is to iRform your department to start to invoice the streetlighi energy costs in the amount of $32.26/quarter with the next utility billing for Lot 2, Block i Town Centre 70, 16th Addition. This parcel has a net area of 1.45 acres and is to be billed at the continuous streetlighting rate of $22.25 per acre per quarter which equals $32.26. The City is currently being bilied by Dakota Electric for the streetlight energy cost along Town Centre Drive. ati-1-J-4 ~ Edward J. Kirscht cc: Michael P. Foertsch, Assistant City Engineer eng/errergyi.mem ...~:S...Sa~,'~ MEMO _ city of eagan TO: DIANE DOWNS, UTILITY BILLING CLERK FROM: ED KIRSCHT, SR ENGINEERING TECHNICIAN DATE: JUNE 29, 1994 SUBJECT: R.E.F. COMPUTATIONS FOR 1345 TOWN CENTRE DR. LOT 2, BLOCK 1, TOWN CENTRE 70, 16TH ADDITION PERKINS RESTAURANT I have computed the R.E.F.'s for Lot 2, Block 1, Town Centre 70-16th Addition located at 1345 Town Centre Drive owned by Perkins Restaurant. The total R.E.F.'s are 7.16. My computations are based on a site plan dated October 28, 1993 prepared by Russ Architecis. The total area is 7.45 acres of which 1.12 acres is considered impermea6fe surface which equates to 77°,6 impermeable surface area. Please start to invoice Lot 2, Block 1, wiih your next scheduled billing. Ed Kirscht cc: Mike Foertsch EJK/je #11`1dtVoFczc1gc1n THOMASEGAN Mayor PATRICIA AWADA January 20, 1994 SHAWN HUN7ER SANDRA A. MASIN THEODORE WACHTER Council Members THOMA$ HEDGES MR GUY PAYNE CIN Adminisiwtor PERKINS FAMII.,Y RESTAURAIVT'S INC E. J. VAN OVERBEKE NATIONAL HEADQUARTERS ciN nerk 6075 POPLER AVE #800 MEMPHIS 'I'N 381194700 RE; PERKINS RESTAURANT I:l7T"2, _BIACK 1, _TOWN-CENTRE-7d-Ib1'~H Deaz Mr. Payne: We have completed our review of the construction documents submitted in pursuit of obtaining building permits for the above-referenced project. We are requesting that the following items be addressed: 1. Sheet S.1 references the Wisconsin Administrative Code and the design live load was referenced at 30 ps£ Please make appropriate corrections - MN. State Building Code, sec. 1305.4700. 2. Provide two sets of sealed plaas stamped on every page. 3. Provide draft stop details for the concealed attic space - U.B.C., sec 2516(f), 4iii. 4. Fire stop 2x6 stud walls, preferably at the suspended ceiling height - U.B.C., sec. 2516(t), 2. 5. Provide a letter from the MN. Department of Health verifying compliance with their requirements. 6. A four-mill poly must he installed within the "envelope" of the building - Model Energy Code. MUNICIPAL CENTER THE LONE OAK TREE MAINTENANCE FACILITY 3830 PI107 KNOB ROAD THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITV 3501 COACHMAN POINT EAGAN, MINNFSOiA 55172-1897 EAGAN. MINNESOTA 55122 PHONE: (612) 681-4600 PHONE: (612) 681-4300 FAX: (612) 681•4612 Equal OpportunitylAfflrmative Actlon Employer FAX: (612) 661•4360 TDD: (612) 454-8535 iDD:(612)454-8535 7. The grease interceptor, as proposed, does not compiy with the MN. Plumbing Code, "No food waste disposer or dishwashing machine sec. 4715.1110 which states in part shall discharge into a building drainage system through a grease interceptor". 8. Verify that the exit doors are equipped with panic hardwaze. 9. The disabled toilet stalls will be required to have a"vertical grab bar mounted 12" from the front of the toilet bowl extending from 12" above the height of the toilet seat to 30" above the toilet seat" - MN. State Building Code, sec. 1340.0500. 10. Please complete the enclosed forms: a. Building Pernrit Application. b. Special Inspection and Testing Schedule. Please retum the form after campleting the Type of Firm, Report Frequency, and Assigned Firm columns and obtaining their acknowledgment signatures. Each special inspector, testing agent and fabricator must submit a Final Inspection/Test Report or Certificate of Compliance, as applicable, to our division before a Certificate of Occupancy will be issued. Refer to U.B.C., sec. 302(c) and 306. c. MN. Energy Code Compliance form. If you have any questions or concerns, please do not hesitate to contact me at 681-4683. Sincerely, b,-,4 14t1h9-ff/ Dale Schoeppner Construction Inspector (Building) DS/js Enc. cc: Doug Reid, Chief Building Official City of Eagan Construction Inspectors /3l~ lown C~-. 90 /G' MEMO TO: JIM STIIRM, CITY PLANNER DALE WEGLEITNER, FIRE DEPARTMENT BILL ARINB, BLECTRICAL INBPECTOI2 JOHN VONDELINDE, BDPERIDJTENDENT OF PARKS PIISLIC WORRS/ENIiINEERING DEPARTMENT IITILITY SILLING CLERR F'ROM: DOIIO REID, C$IEF BOILDING OFFICIAL DATE: O%N BIIBJECT: FINAL IN&PECTION The Protective Inspections Department will be performing a final inspection of l3~5 laA)n en~ llr; ve- on ~er1<ivl S • A Certificate of Occupancy will be 3ssued 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. The person or department requesting the "hold" is responsible for notifying and resolving any problems with the affected parties. L o2 s / susIJ -A&I ~Q/(o NEW RECEIPT ll `JIO10 RECEIPT DATE_ L1ATE TC1 -JOB I.~~.j' ?a~c.~i ou rrER P.FAST RF ?nvygEn Tu4T ?'!!OE IS A F~.' SH^FiT.".GE ^N T W.•.°C:T. II.EGTRICAL IISTALLATION IN THE AMOUNT OF $ I 7g, ~ SNORTACE NUST BE PAID WNITHIH 14 IkYS. RENAR!(5 cS w ~ (F /o~ , (3.7,- 0 to 30 amD. circuits= 7 31 to 100 amp. circuits= af !OI- r2ap J"7 -vu a f: .,v ! ^ ~fo0 u.s 147 = - - ~l ~ ~-rJ TO'TAL FEE DUE= ~Q QO ' w LE55 FEE RECIEVED M 3l P~l7 iP~~ TOTAL FEE SHORTAGE DUE ce PERMIIIINL 711 ` 7 _ ORIG. flECEIPl'l! CO!~ ;~3 RECEIPT llATE RETURN A COPY OF THIS FORM WII'H REMITSANCE. r / T REOUEST FOR ELECTRICAL INSPECTION E 6 0000 1 08 q ~ 5 'infslr iio 'compieting tnis ~orm on back ol yellow m0Y y_~~~ f d,J . / M1 S 9 7Say "loeelow Work Covered by This Request S c~a 5,~ V • , k e Add Rep. TypeofBuiEing ApPliancesWired EqmpmeniWired Home Range 7em0orery Service ' Duple% Water Heater Eletiric Heatin 'Apt. Building Dryer Load Mana emeM X Comm./Indusirial Furnace Omer (Speary) Farm Air Contlitioner ~ Olher(speaty) ConVeclor5 Femarks: i New Perkins Restaurant Compute Inspection Fee 8elow: I # Other Fee # Service Entrance Size Fee 8 Circuits/Feeders Fee Swimming Pool ~ 0 to 200 Amps 0 to 100 Amps ' Translormers Above 200 qmps 'L. Above 100 _ Amps SignS inspeaaa use Onry: TOTA , Irri9ation Booms ~ Special Inspection ~ AIarMCommunication THIS INSTALLATION M OR DISCO CTED IF NOT Other Fee COMPLETED WITHIN T I, the Electrical Inspector, hereby Rougn-in ~ oaII y , certity that the above inspection has F;,,ai oaie been made. ~ OFFICE USE ONLY TNS rBque51 v0A /8 moMtls Irom ' : J//O /S / I ~ ~:X S~ M 31897 &1 Requosl Date Fve No. Rough-in Inspeclian NOTICE: You Most Call Eleclrical Inspetior 5-11- 9 4 R~~~red' II A Rough-In Inspeclion +hs ? No s RaquireC. ~ . Ip~icensed contractor ? owner hereby request inspection of above electrical woik aL ~ ' Job Adarasz (Sireet. 8w a Rou1e No.) . oN ~ w" 1345 Tocrn Centre Drive ra, an TowmhW Nama or No. AanpB W. . . . . . CAUnN . n~ PAkOtO 'J l T° ~ FROM SPEED MESSAGE . i ~ L j . SUB)ER . ' - . . . t . , . . . . . . . ' ' . . t. ~IGNED - - - - - - - - - - - - wrwwa. ~aea nATc ~ city oF eagctn PATRICIA E. AWADA December 10, 1999 ""°y°` PAULBAKKEN BEA BLOMQUIST PEGGY A. CARLSON SANDRA A. MASIN PERKINS FAMILY RESTAURANTS Council Members TOM NORROD THOMAS HEDGES 6075 POPLAR 4800 CiN Atlminisfrator MEMPHIS TX 38119 E. J. VAN OVERBEKE cry aerk RE: BUILDING PERMIT #38572 LOT 2, BLOCK 1, TOWN CENTRE 7016TH Dear Mr. Norrod: At your request, we have adjusted the building permit for the Perkins Family Restaurant in Eagan to take off the addition. A refund will be mailed to you after the December 20`h City Council meeting in the amount of $1,765.84 adjusting the following: Original Fee Revised Fee Difference Base fee $ 1,413.75 $ 1,324.15 - $ 89.60 City SAC 100.00 0 - 100.00 SAC - Comm/Ind 1,050.00 0 - 1,050.00 Plan Review 918.94 860.70 - 58.24 Treatment Plant 468.00 0 - 468.00 If you have any questions regazding the above, please do not hesitate to contact me at 651-681-4695. Thankyou. Sincerely, ?alvl-~ f Jan 3everson Secretary MUNICIPAL CENTER THE LONE OAK TREE MAINiENANCE FACILIN 3830 PiLOr KNOB aono THE SYMBOI OF STRENGTH AND GROVJTH IN OUR COMMUNIrv 35ot cOACHMAN Powi EAGAN, MINNESOTA 551 2 2-1 89 7 EAGAN, MINNESOTA 55122 PHONE: (651) 681-4600 PHONE. (651) 681-4300 FAX: (651) 681-4612 EqUql OppOrtunity EmployBr FAX: (651) 681-4360 TDD: (651) 454-8535 iDD. (651) 4548535 PERMIT „ City of Eagan Perroit Type: Building, . ~ . 3830 PILOT KNOB RD * Permit Number: EA938372-~ EAGAN, MN 55122 ~ Date Issued: 11/04/1999 (651) 681-4675 Site Address: 1345 Town CenVe Dr Lot: 2 Block: 1 Addirion: Town Centre 70 16th 10-77040-020-01 Description: Sub Type: Commercial/Indus7ial UBC Occupancy: Work Type: lnterior Improvement Construction Type: Description: perkins Zoning: Census Code: 437 Squaze Feet: Remarks' Plan reviewed by Dale Schoeppner. Separate permit required for any plumbing work. Call (612) 445-2840 regazding ~ electrcial permit and inspections12-8-99 valuation adjusted from 175,000 to 159,000 (Id) Base Fce 1.324.I5 Fee Summary: planReview 860.70 S[ate Si¢chaz¢e 87.50 Valuation: $159,000.00 $2,272.35 Contractor: Owner: - APPlicant - St. Lia. Perkins Family Restaurants 6075 Poplar Suite 800 Mem his TX 38119 901-766-6400 I hereby acknowledge that I have read this application and state that the informati on is correct and agree to complY with all aPPlicabie State of Minnesota Statutes and City of Eagan Ordinances. ApplicanUPemutee: Signature Issued By: Signature ~ 1999 BUILDING PERMIT APPLICATION (COMMERCIAL) CITY OF EAGAN 651 681-4675 Re uirements to buildin ermit Foundation Onl New Construction Interior Im rovement • StmcNral Plans (2 sets) • Architecturel Plans (2 sets) . Architectural Plans (2 sets) • Civil Plans (2 sets) • Shuctural Plans (2 sels) • Code Analysis (t) " • Code Analysis (1) " . Civil Plans (2 seLs) . Project Specs (7 set) • Prqect Specs (1) • Landsraping Plans (2 sets) • Key Plan • Spec. Inep. & Testing Schedule " . Code Malysis (1) " • Master Exit Plan • SAC determination letter from MC/ES SAC delermination letter hom MC/ES - call • SAC determinaGon letter from MGES - wll ca11657-602-1000 651-602-1000 p~'os.c~iLZ - 651-602-1000 A/ • ;$pec..4acp.8TestingSchedule (1) " • EnergyCalculations (1)notalvrays" A/ • ProjectSpecs (1) • EIec.Power&LightingForm (1Jnotalways" • EnergyCalculations (1) " • Electric Power & Lighting Form (1) • Master Exit Plan /Ir • Soils Re ort 1 " Contact Building Inspections for sampie Food & beverage or lodging facilities: Plan must be submitted to Minnesota Depar[ment of Health. Call 651-215-0700 for details. DATE: I0 " J7 "f 1 WORK TYPE: _ NEW REMODEL DESCRIPTION OF WORK: e CONSTRUCTION COST: TENANT NAME: 2?'/c-~~vc 51TE ADDRESS: SUITE - LOT 2 BLOCK ! SUBD. Je~ 2D- /Lz4 4~j~p.I.D.# /O- `71yD 4D-D20-o/ ,ae~°" " ~ ~ ,~°°"`1,~./ ~ • Name: P^Kr! Phone (CJd// 1/o(n PROPERTY Last First OWNER `~4~ ~ Street Address: D S ,t7,{7 1-v Ciry State: Zip: C-D LE6~ Frou 5~77 -737 1-(TaM NoR.2v7 ZJL K11-oA1FX49'C Company: Phone 7'O 2 3 7- CONTRACTOR Sueet Address: v(l 1 P'"1 ~~P ~l?~ ~r ~ City k 6 f,cil^~- o2Ce4//State: Zip: ~ ARCHITECT/ 4 ENGINEER Company: F, G~jgy GGLJ~C74 ~P.C.{~/T~CTG~fione Z ';~Z ' ~ Name: y2y ~LL/~'1( Registration I D 3/ D Sneet Address: !~Jl)sg-4- IqLla City R17L',/oy &lljw' State: /yG Zip: Z 7.ye'l)& Sewer & water licensed plumber (only if installina sewer & water): 2VH ?!P'Y + I hereby acknowledge that I have read this applicatfon, 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: ZO( L/~ ~ OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 26 Public Facility ? 28 Greenhouse ? 25 Miscellaneous 27 Commercial/lndustrial ? 29 Antennae WORK TYPE ? 31 New ? 34 Repairs ? 37 Demolish Bldg. ? 43 SidinglSoffits/Facia PY 32 Addition ? 35 Tenant Impr ? 38 Demolish (Interior) ? 44 Windows/Doors ? 33 Alterations ? 36 Move Bldg. ? 42 Reroof ? 45 Fire Repair GENERAL INFORMATION Const. (Actual) ~ Basement sq. ft. Census Code Yi) (Allowable) , First Floor sq. ft. ~ SAC Code 3/ UBC Occupancy L4 sq. ft. No. of Units Zoning sq. ft. No. of Bldgs. / # of Stories sq. ft. MC/E5 System Length 2 1 sq. ft. City Water Width -24 Footprint sq. ft. ~ Fire Sprinklered APPROVALS r Planning Building Engineering Variance ~ VALUATION: Permi: Fee Surcharge Plan Review C~ MC/ES SAC 0 'c7 % SAC ta'~ City SAC D C~ SAC Units / Water Supply 8 Storage Meter Size , S/W Permit 5/W Surcharge - Treatment Plant c) U Park Dedication Trails Dedication Water Quality Other Copies Totat 'q,O 3 ~ _ 19 _ CLAIM VOUCHER - REFUND REQUEST CITY OF EAGAN . • MAKE CHECK PAYABLE TO: Perkins Family Restaurant ADDRESS: 6075 Poplar- Suite 800 Memphis,TN 38119 LOCATION: 1345 Town Centre Dr P.I.DJLEGAL; Lt 2 BI 1 Town Centre 7016th RECEIPT #/DATE: 119194/11-5-99 VALUATION: $175,000.00 REASON FOR REFiJND: Valuation decreased PERMIT 38372111-4-99 TYPE OF REFUND: Electrical Permit 3211-9001 $ Plumbing Permit 3212-9001 $ Mechanicai Permit 3213-9001 $ Building Permit Fee 3210-9001 $ 89.60 Plan Review Fee 3422-9001 $ 58.24 SAC (MC/WS) 2275-9220 $ 1039.50 SAC (City) 3866-9379 $ 100.00 SAC (Admin) 3446-9001 $ 10.50 Water Connection 3865-9220 $ Sewer Permit 3743-9220 $ Water Permit 3713-9220 $ Account Deposit 2252-9220 $ WaterMeter 3716-9220 $ WaterTreatment 3868-9220 S 468.00 Surcharge 2155-9001 $ Utilrty Acct Overpayment 2250-9220 $ Curb Box Deposit Refund 2253-9220 $ Construction Meter Dep Refund 2254-9220 $ Water Usage Chazge 3711-9220 S Other $ TOTAL $ 1,765.84 I deciare under the penalties of law that this account, claim, or demand is just and that no part of it has been paid. f~A ~Y6-22-99 SIGNATURE/ qq, DATE `a / / ,,...~.o December 10, 1999 PERKINS FAMILY RESTAURANTS TOM NORROD 6075 POPLAR 9800 MEMPHIS TX 38119 RE: BUII.DING PERMIT #38572 LOT 2, BLOCK 1, TOWN CENTRE 70 16TH Deaz Mr. Nonod: At your request, we have adjusted the building permit for the Perkins Family Restaurant in Eagan to take off the addition. A refund will be mailed to you after the December 20th City Council meeting in the amount of $1,765.84 adjusting the following: Original Fee Revised Fee Difference Base fee $ 1,413.75 $ 1,324.15 - $ 89.60 City SAC 100.00 0 - 100.00 SAC - Comm/Ind 1,050.00 0 - 1,050.00 Plan Review 918.94 860.70 - 58.24 Treatment Plant 468.00 0 - 468.00 If you have any questions regazding the above, please do not hesitate to contact me at 651-681-4695. T'hankyou. Sincerely, Jan Severson Secretary ' ciCy oF ecigen = . . ~ . . ~ . ~ ~ THOMAS BGAN MOyar ~ . . ~ . . . . ~ . ~ ~ , PATRICIA AWADA.~ SHAWN HUNTER. ~ . SANDRAAlMASW , - - THEODOREWACHTER'~~~~ . ~COUncil Members ~ . ~ . ~ . ~ .'THOMAS~HEDGES City Administrator ~ ' . . ~ . . E.~J.:VAN~OVERBEKE~ - ~ . . , City CIeB ~ :_T ' , . . . . . * p ~ P * C5 ~ a u Q ~ * H ` o~ ~ z• µ ~ ~ * i ~ v- j W .4- "7 l 0 11~ cu LL s * V, ~r u+ ~ 'm x * s;a ~ ~c ,a ae 'r m ~ ~ r ca'u~ * ~ i;y a w + a ~ .3c ,~j ,a G:1 c~ Q~ j * MUNICIPAL CENTER THE LONE OAK TREE MAINTENANCE FAqUTY ~ ~ 3830 PILOT KNOB ROAD 3501 COACHMAN POINT THE SYMBOL OF STREN6TH AND GRO'WTH~M OUR COMMUNITV EAGAN, MINNESOiA 55722-1897 EAGAN,MINNESOiA 55122 PHONE: (612) 681-4600~ -PHONE: (672) 681-4300 FAX: (612) 681-4612 Equal Opportunlty/Afflrmailve AcTion Employer FnX: (612) 691-43E0 'iDD:(612)454-8535 ' ~ iDD:(612) 454-8535 ~bi n C-e v~fi~~e 10 1 G~'~ , GENERAL CONTRACTORS Mr. Dale Schceppner Ciry of Eagan Building Depaziment 3830 Pilot Knob Rd. Eagan, MN 55122 Re: Addendum conceaning footing Perkins Restaurant 1345 Towne Ceaue Dr. Eagan MN Drar Mr. Schoeppner, Attached is a foo[ing detail far the entry trellis at the Perkins Restaurant [ha[ was recenlly remodeted. The footing avas not drawn or built at tLe time of tLe remodel. This detail should cover the necessazy requiremeots to satisfy your needs as faz as t6e foo[ing. If na[, please let me lmow. I appreciate your pa[ience in le[ting these footing be ins[alled after the spring thaw. A copy of [his footing de[ail is being forwazded to Perkins project manager, Bur[ House. His address is: Burt House Cranus Development Services, L.L.C. 1001 S. Marshall St., Suite 44 Winston-Salem, NC 27101 336-777-1131 Fax 336-777-1181 If you have any queatiws, please call me at 770-237-3595 ext 13. It was a pleasure waking with you. Sincerely, ;W11L, 1%11&e JoLn M. Ri[ter 401 Pike Blvd. • Suite #G1 • Lawrenceville, GA 30045 770-237-3595 • Fax 770-338-9901 , 4 -0 3/4' a- 1'4 ' ' _ . ra... _.A i FOOTING DETAIL ScaLE 1/2• = i~ , I ~ - d' x 10' OEAM I x 8' J0ISTS 0 Ib' O L. I I 7• : ic' Et1D Pv+.iE . I6'. inPEREp GptL" I I I I I I ~ I ~ I I TRELLIS 1 "-4 9 SECTION ~ 1,2- - 1" A10 ' INSPECTION RECORD City of Eagan Permit Type: suilaing 3830 PILOT KNOB RD Pelm$ Number: EA038572 EAGAN, MN 55122 DBtC ISSUCd: 11/04/1999 (651) 681-4675 Site Address: Applicant: 1345 Town Caitre Dr pakins gami]y geRaumM Lot: 2 Block: l Additlon: Town Centra 70 16th 901-966-6400 10-77040-020-01 Permit Subtype: Type of Work: CommerciaUlndustrial Imeaior Improvement . Description: UseBusiness: Perldns Perkins Footings Founda[ion Fiamin FinaVC.O. / ' I 4OU ~ Heafng . ginal Plumbin - Rough In H ' - Rough In Insulation Plumbin - Final Plan reviewed by Dale Schoeppner. Separate permit required for any plumbing work. Call (612) 445-2840 regarding electrcial pecmit and inspections. (Restaurant remodel) t VatuaGOn: $175,0,00.00 ~~e,~-b- ~ • ! , / c~,G. ar~ . i • Contractor is responsible for emsion controL • House #s required for final. FROM : Ganus Development Services PHONE N0. : 336 777 1181 Dec. 96 1999 10:05RM P1 - Fax COVef ShG@t - Ganus Devetoprnent Ser'vices, L.L.C. 1001 S. Marshal! St., 5uife 44 Winston-5alem, NC 27101 (336) 777-1131; fax (336) 777-7 1$1 Date: 12/6199 To: Craig Novacak City of Eagan, Building Plans Reviewer Fax Phone: 651-681-4612 OffiCe Phone: 651-681-4600 Frotn_ Bert House Pages (inc. cover): 2 5ubject: Perkins Restaurant Remodel 1345 Towne Center Drive Eagan, MN copy: Tom Norrod, IHOP Jason Walder, Watiico Construction ~GI'EYn1(a~i f ~Nt l1- ~ Wo?2 ~2- I G,oo a cle~ I-r -Th 7W:::l E- va,- Luari a?,~, 3367771181 CITY OF EAGAN ,TEL=6516814612 12/06'99 09:00 FROM : Ganus Development Services PHONE N0. : 336 777 1181 Dec. 06 1999 10:06AM P2 Ganus Development Services, L.L.C. 1001 S. Marshall St., Suite 44 Winston-Salem, NC 27101 (336) 777-7131; fax (336) 777-1187 email: ganusdav@aol.com Monday, December OB, 79e6 CrdiQ Novaczk Building Plans Reviewer City of Eagan, Municipal Center 3830 Pilot Knob Road Eagan, MN 55122-1897 Re: Perkins Restaurant Remodel 1345 Towne Centar Drive Eagan, MN Dear Creig: We have decided not 1o build the turret addition shown on our pians. Therefore, the frorrt nght comer of the dinin8 room will remdin strUOturally unchanged. We will Continue the interior and exierior finishes throughout this area as they are shown on She adjacent vmlls and rooms. Per yoUP Instnuctions last week, this letter will serve as notiflcation oi our intention and revised plans are not required by you. Sincerely, BeR House Project Manager copy; Tom Norrod, IHOP Jason Waider. Wathco Construdion 3367771181 CITY OF EAGAN ,TEL=6516814612 12/06'99 09:00 Ganus Development Services, L.L.C. 1001 S. Marshall St., Suite 44 Winston-Salem, NC 27101 (336) 777-1131; fax (336) 777-1181 email: ganusdev(cDaoLcom Monday, December 06, 1999 Craig Novaczk Building Plans Reviewer City of Eagan, Municipal Center 3830 Pilot Knob Road Eagan, MN 55122-1897 Re: Perkins Restaurant Remodel 1345 Towne Center Drive Eagan, MN Dear Craig: We have decided not to build the turret addition shown on our plans. therefore, the front right comer of the dining room will remain structurally unchanged. We will continue the interior and exterior finishes throughout this area as they are shown on the adjacent walls and rooms. Per your instructions last week, this letter wili serve as notification of our intention and revised plans are not required by you. Sincerely, Bert House Project Manager copy: Tom Norrod, IHOP Jason Walder, Wathco Construction PERMIT I --VCITx OF EAGAN 4104 3830 Pilot Knob Road PERMIT TYPE: e u a Lo r Ns Eagan, Minnesota 55123 Permit Number: 0 2 3 3 9 7 (612) 681-4675 Date Issued: 0 4/ 21 / 9 4 SITE ADDRESS: 1345 TOWN CENTRE DR LOT: 2 BLOCK: 1 TOWN CEN7RE 70 16TH DESCRIPTION: (PERKTNS) B,i°filding'.Permit Type COMM./SND. Building 41o,rk Type NEW ' rUBC Occupancyll~ A-3 j` Canstruction T`ppe V-N i` 2qna.n9 C3C Building Length ! 78 ~ ~8uilding Widthi 82 , Bukxding stories _ --Sqiiare Feet 6,396 `4.`iC'.... r t i j• ~ ,-'r' , ~~J'~~~ tf ~ i'~•L ?'L.:-1r.,~~J-\ 1 REMARKS: S & W PLBF2 - FEE SUMMARY: VALUATION $425,000 Base Fee $1,777.00 CITY SAC $1.800.00 Plan Review $1,155.05 S& W PERMIT/SUR $100.50 5urcharge $212.50 7REATMENT PLANT $6,264.00 5AC $14,400.00 ROAD UNIT $1,789.17 5AC ~ 100 PARK DEpICA7I0N $3,589.51 SAC Units 18 TRAIL DEDICATION $1,280.06 Swbtotal $17,544.55 WATER QUALITY $10,580.00 Total Fee $43,047.79 CONTRACTOR: OWNER: - Applicant - PERKINS FAMILY RESTAURANTS 6075 POPLAR AVE 800 MEMPHIS TN 38119 (901)766-6400 z hereby acknowledge that I have read this application and state that the infiormatian is correct and agree to comply with a11 applicabLe Stets of Mn. 5Gatutes and City ofi Eagan Ordinanees. ~ J .~oun b.:d.~~ APPLIGANT/PERMITEE SIGNATURE ISSUED BY SIG ATURE CITY OF EAGAN Aw`~ 1994 BUILDING PERMIT APPLICATION 9 1 - 681-4675 SINGLE & 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: 1) when permit is typed, but not picked up by last working day of month in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. Date Valuation of work 'P'y25.8d Site Address: 13N5 .~e,.~rn,e (~°orw~~i-e.. ~+•.~.~-P. STREET Sl1ITE # Tenant Name: (commercial only) eERIC l NS LOT BLOCK JSUS?. P,niL ' I y~o P.I.D. # , J « ~ Descri tion of work: The applicant is: DD Owner Cl Contractor ? Other (Describe) Name l - Phon 6 Property LAST ?+F-,T. owner Address ~o7S Po-t'kA-R Ojr" Boo STREET STE if City M,EMYHI-s State ~N, Zip 11 Company ~ S . Phone Contractor Address sS A License # Exp. City State Zip Company Phone qt7l`~~~~GYOU AI'Chit2Ct/ Engineer Name ~.~'0~~..1~•~~1~~ ~ 4RCHt`I"ECT Registration # 160 3 r~ Address (90?S 1"~~ ~V ~ • SIAllf- f~LO City MEMs State 1'~• Zip .~Rl I q Sewer & water licensed plumber Processing time for sewer & water permits is two days once area has been approved. I hereby acknowledge tfiat 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 IN't 4'. ;D ft ~ BUILDING PERMIT TYPE - ? Oi Foundation O 06 Duplex ? 11 Apt./Lodging lb 16 Basement Finish ? 02 SF Owg. ? 07 4-Plex ? 12 Mu7ti. Misc. ? 17 Swim Poo] ? 03 SF Addition ? 08 8-Plex ? 13 Garage/Accessory O 18 Comm./Ind. 1:1 04 SF Parch ? 09 12-Plex ? 14 Fireplace 01 19 Comm./Ind. Misc. ? 05 SF Misc. ? 10 Multi. Add'1. ? 15 Deck ? 20 Public Facility ? 21 Miscellaneous WORK TYPE 12 31 New ? 33 plterations ? 35 Tenant Finish ? 37 Demolish 17 32 Addition ? 34 Repair ? 36 Move GENERAL INFORMATION Const. (Actual) 4~_ Basement sq. ft. MWCC System ~ (Allowable) V,41 lst F1. sq. ft. City Water UBC Occupancy 2nd F1. sq. ft. PRV Required Zoning Csc_ Sq. Ft. total Booster Pump # of Stories Footprint Sq. ft. T3 q& Fire Sprinkler Length On-site well Census Code 3 2 7 Depth ~ On-site sewage SAC Gode s o APPROVALS tensus Unit Planning Building Assessments Engineering Variance REQUIRED INSPECTIONS ? Site IZ Footing rk'Framing 0 Insulation ? Wallboard JO Final E] Draintile ? Fireplace Permi t Fee ~ veiuac?on: g~/zS~ ~d o ~3 ~ 3 ~ 3 Surcharge - ziZ,so VSY6 / A Plan Review IIss,oS License MWCC SAC ~yco, gOoxSAC 325x 3,SD ~ City SAC gpo /oo 5,4~ lI39.S Water Conn. 1- f ~3y, so Water Meter ~a,cRs o,yr:ze ~ 7/ 77 Acct. Deposit , k 6~- S/W Permit ~ao S/W Surcharge So Treatment Pl. ~~zc.1 3ye x Sac Road Unit 9p,19 iZ3o.~ ~,ysy4l -2~z.S6 Park Ded. ~S 9.s1 , BSbbs xG3~3 ~3 Trai 1 s Ded. ~zgo. ob 8ga k I,Y54b1 Copies Other ic+a gp wdt~. S~el;fy 7ota1: SAC % ~Oo"$ SAC Units -ie , i Permit City of EapIl 1 Percnit Fee: ~ 3830 Pilot Knob Road i Eagan MN 55122 I Date Received:(* ()q ~ Phone: (651) 675-5675 i Fax: (651) 675-5694 ° j Stan: r I ZO t 2009 COMMERCIAL BUILDING PERMIT APPLICATION Date: ~ 20/9 SiteAddress: I345~ Tw~t (-e~,4-rc T~,'?e- Tenant Name: Cvq (Tenant is: _ New Existing) Suite Former 7enant: PROPERTY OWNER Name: 'PerkL'vt C Phone: Address / City / Zip: f 3 4'ur Applicant is: ? Owner _ Contractor TYPE OF WORK Description of work: 7c ~-"T ~K4 r Fp 0'""` Construction Cost: 4 572-, ° . CONTRACTOR Name: fi llu/tal%~ iCo^a ~ 6~A) License Address: a~0 City: i""~IrlG~do~S State: 44-A,7 Zip: -5~-,5Y641 ! Phone: 1,1,2 Contad Person: ARCHITECT / Name: Registration ENGWEER Address: City: State: Zip: Phone: Contact Person: Licensed plumber installing new sewer/water service: Phone NOTE Plansa~dsvpportingdocumentsthaEyousubmifaresonsideredtttiie`puWicinforMation:`P4t#ion`sof~' ~3,:the raforinetion m,a'y be class~ed ~sto;pn-pubaic if y u prqvide speci€ic reasons fhat wou)d per~niFfheCity,td'.'; ; i.80l~C/GCrCi~l7s'ift~lB aLE(73d858G~~5., I here6y 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 appliration for a permit, and work is not to start without a permit; that the work will b in accordance with the approved plan in the case of work w ich requir ~ a review a d a v I of plans. Applicant's Printed Name pplican naWre IC4jpe Page 1 of 3 DO NOT WRITE BELOW THIS LINE , SUB TYPES _ Foundation _ Public Facility Accessory Building _ Apartments _ Commercial / Industrial Exterior Alteration-Apartments Lodging Greenhouse I Tent Exterior Alteration-Commercial _ Miscellaneous _ Antennae Exterior Alteration-Public Facility WORK TYPES _ New _ Interior Improvement Siding _ Demolish Building' _ Addition _ Exterior Improvement ~ Reroof _ Demolish Interior _ Alteration Repair Windows Demolish Foundation _ Replace _ Water Damage Fire Repair Salon Owner Change _ Retaining Wal I 'Demolition of entire building - give PCA handout to appliwnt DESCRIPTION Valuation Occupancy MCES System ~Plan Review {1Q Code Edition Units (25°/a_ 100%_) Zoning City Water Census Code Stories - Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers -Type of Construction Width - REQUIRED INSPECTIONS Footings (New Building) Sheetrock _ Footings (Deck) Final / C.O. Required _ Footings (Addition) ~ Final / No C.O. Required Foundation HVAC Drain Tile Other: Roof: _Decking _Insulation _Ice & Water _Final Pool: _Footings _Air/Gas Tests _Final _ Freming Siding: _Stucco Lath _Stone Lath _Bnck Fireplace: _Rough In _AirTest _Final Windows _ Insulation ReWining Wall _ Meter Size: Erosion Control Final C/O Inspection: Schedule Fire Marshal to be present: _Yes JC No Reviewed By: Building Inspectar Reviewed By: , Planning COMMERCIAL FEES Base Fee Water Quality Surcharge -3 Water Supply & Storage (WAC) Plan Review Storm Sewer Trunk MCES SAC Sewer Trunk City SAC Water Trunk S&W Permit & Surcharge Street Lateral Treatment Plant Street Treatment Plant (Irrigation) Water Lateral Park Dedication Other: Trail Dedication Water Quality TOTALt Jl~ Page 2 of 3 ? 1 ~>n 3~.i+i • ,t,. A?r 'Q ~~%as ~.36` 'E:'..w. 'Gii.~',~. . ~ y. t. '~~,',~:£3:..a~ " .3~~.'.'~.,,~..,.,..'~.~~•'''~x>`. ,y. ~ t"`3' ~ 3.~` 3 F b `~'s::yy., ,3~8.~r'3.• ' 3 & : R~ a~~iI} ' s • ~:g '~~:p<: , ~ ~ . < t... 1994 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN 35122 (612) 6814675 PLEASE COMPLETE FOR ALL COMMERCIALJINDUSTRIAL BUII.,DINGS. AISO FOR MULTI- FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING LTNIT. ~ NEW CONSTRUCTION ADD ON REPAIIt WORK DESCRIPTION: /L/ P,- _ f~ r,~• U J CONTRACT PRICE: $ -~57-(2::) ~ FE& 1% OF CONTRACT FEE. STATE SURCHARGE $.50 FOR EACH $1,000 OF ' FEE. MINIMUM FE& $ 25.00 " " a CONTRACT PRICE X 1% 3 3 S' STATE SURCHARGE $ TOTAL $ ,33 5. S o SrrE l1l/DN.JJi TENANT NAME: ff O f~,~, r STE. # OWNER NAME• INSTALLER: ADDRESS: CITY: vS'7 e~ C STATE: ZIP CODE: ~5 icrS~ rHOrrE , ' FORI o CITY OF EAGAN APPLICANT ~ 0 ~ aac~ ~ . ~ ~?7 ~ c~ ~ ~ ~ ~a ~~6~'''"1' ~~~2 ~~,A' ~ U ` ~'~~Ppgeo~ ~ ~~Ce1d'1n~ ~o-~.~ ~~~n,5 ~ 9~. ~s~~~~ ~(e,c~~ ~ ~ ~ ~ ~v~,~.r~V~ cnti - P~~~~~.~ l.E'GEND - FIRE CABINET .4NSUL SYSTEM ~5' ~jp~~l ev~-~~ D2 1 3 GALL~N TANK ASSEMBLY Cc~~c~~ ~5 lA 1~5 GALL~N TANK ASSI~MBLY 18" 18' 18" lg~ 2 ~EM AUT~MAN BRACKE'f ~teQ~ CQv~s~l s~s~~ 14" 14" 3 REGULAT~R ACTUAT~R u~i+~'~ rv~~C,l~,, ~~S v~ IVC'. 4 ANSULEX LIQUID AGEI~T C3 GAL) 3/8" PIPING 3/8" PIPING 3/8' PIPING FR~M HO~D #1 - FR~M FIRE CABINET 4A ANSULEX LIQUID AGER~T (1,5 GALJ _ _ _ ~ 5 CARTRIDGE (LT-30-R) 5A CARTRIDGE (LT-20-R> 6 CARTRIDGE (DOUBLE) 7 TEST LINK FAiFiN04d7 ~Y~~'~~~,1~iC' ~ ~ ~ ~ z1,00 35,00 21~50 34~00- 2650 36~00 26,50 34,00 14~50 42,00 21~( ~21~00 8 D~UBLE MICR~SWITCH 9 DUCT NOZZLE (TIP 7~'079-2> ~A~~~'~~~'~' 5~'~~ 10 N~ZZLE (TIP 56922-1) 11 N~ZZLE (TIP 56926-1~ 12 NOZZLE (TIP 56925-1%2) H~OD #3 HQ~D #2 i3 N~ZZLE (TIP 76783-:') 14 DETECTOR BRACKET 16 L~W TEMP FUSIBLE LINK 17 HIGH TEMP FUSIBLE LINK FR FR~M H~~D #1 FR~M FIRE CABINET 18 GAS VALVE ~ 19 REM~TE MANUAL PULL STATI~N ~ ~ I 9 9 f r ~ I FACT~RY PIPING ~ I I M ~ M ~ J/~" PIPING 3/8 PIPING 3/8 PIPING _ _ _ _ _ _ _ _ _ _ _ _ I _ _ _ _ FIELD PIPING L----- 6 16 - 16 16 - 16 1 1 4 14 14 14 14 1 1 SYSTEM SIZE.~ R-102 30 Flow Point Ansul Wet Chemical S s~em 11 11 11 il Hood #1 Slze~ 72L x 5?.W x 30H Duct #1 S~ze~ 15 x 12 _ ~ ~ 21~00 35,00 ---1---21,50 34~00 2650 36~00 26,50 34,00 ~4,50 4Z,00 2L( 2L00 Hood #2 Size~ 138L x~~8W x 24H Duct #1 S~ze~ 18 x 12 Hood #3 Size~ 138L x~~BW x 24H Duct #1 Slze~ 18 x 12 10 10 10 10 10 10 10 Hood #4 Slze~ 84L x 5~3W x 24H Duct #1 Slze~ 1z x 12 ~ _ GRID?LE EGG STATI~N GRIDDLE GRIDDLE EGG STATIDN GRIDDLE 36"Lx 30"D ~1"Lx 30"D 69"Lx 30~'D 69"Lx 30"D 21"Lx 30'D 36`Lx 30"D GRIDDLE PIPING NOTES 6`Lx 30"D - FIELD PIPE DR~PS AS SH~WN SLEEVING, ELB~WS, TEES, AND N~ZZLES SUPPLIED BY CAS - RELOCATE N~ZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDER:>, ETC~ - MAXIMUM 9 ELBOWS IN SUPPLY LINE, - MINIMUM 72 INCHES OF AGENT LINE FR~M TANK T~ FIRST N~ZZLE, - IF APPLICABLE, PRE-PIPED CHARBR~ILER DR~PS IN FACT~RY STUBS, _ ELECTRICAL PREWIRE L , PREWIRE DIAGRAM INPUT P~WER 1NPUT P~WER 1NPUT P~WER DIRECT F]RED ~ ~ 3 WIRE, 3 PHASE 3 WIR~, 3 PHASE VOL~TSp ¦ 208 V~LTES • A08 3 WIR~, 3 PHASE FURNACE CON7ROL ~~HTS 1~OOAWATTS MICROSWITCH STATUS WITH V~LTS • A08 C]RCUIT TOTAL CIRCUIT CIRCUIT i1RE SYSTEM ARMED HREAKER ~~~q~SE BREAKER HREAKER AMPS:ER AMPS:ER I~~-- AMPS• 13 P I ~ ~ ~ 13 P l3 MP ~ ~ ~ ~~M I L I ~ I ~ ~ ~ I ~ TERMiNALS ~ MICROSWITCH MICROSWITCH 0 C-NO-NC-N2 F~R SHUTDOWN ~ ~Q~ ~~0 O O O Sl S2 WIRING ITO B - - BULDING FIRE - 18" 1$' 1 2 3 1 Z 3 1 2 3 DRY CONTACTS 0 00 FOR SIGNAL ~ 14" 14" o 0 0 0 00 0 - - To HooD #i ONLY xK 3/8" PIPING M AEO . ~ - ~ . . . 1W! _ _ _ _ _ _ 1/4 PIPING T0 H~~D #3 - - - F~~~M FIRE CABINET O ILK ~ ~ G ~D ~ ~ 10~50 13~00--~4,5d--18~00 17,50 8,50 19,00 20~00 45,00 ~ - - - - Td HODD #2 l e ~ O NC O -NC- oawrrt oowe rowar a o~w.r oow.r NQ No ~ T-srnT A/C UNIT (R) _ w. _ w. _ H~pD # 1 H~~D # 4 ~ ~ ~ ~ ~ ~y~ ~pp, C FIELD WIRED r, -w~, _«e << << C RI S~RYE ~ ~ CONTACTS ACT[VATED 123 4S6 789 O1 T~ HD~D #3 FROM FIRE CABINET ezz ezz zez 33 7 8 9 0 12 3 4 IC 8WITCH ~ ~ ~ T~ H~OD #1 NC N VICE NQ ONT L ~ ~ ~ To HoaD #1 , III III III II 9 FR~M H~~D #4 ~ 9 _ ~ 1J 1J 1__I L I1J IV V C NO7E~ DRY CONTACT RELAY f208V) 4 EXHAUST I I I ~ I r T~ HOpD #2 EXHAUST EXHAUST EXHAUST E1M ( I _ _ _ _ _ _ _ FAN 1 FAN E FAN 3 FAN ? EXHAUST EIMAUST TO DFY! C- RED I C2ZDV) 1 0(RECT FIRED C~NTROL CIRCUIT FAN 3 FAN 4 ~ NC - LT~ BLU J l UGHL 1 FAN SWITCH I I , I r -i I I R2 3/8 PIPING ~ I II I GROUND wIRING FOR 12' X 18' X 6' HINGED ~ 0 0 0 ~ ~FACT~RY WIRING ----~L-----~ i ia 7 -j- 17 1-- 1 1 16 COVERED ELECTRICAL HOX fIELD WIRING DRAWING NUMBER~ PERKIN _ ~ ~ ~ 2 3 4 14 1 1 14 11 ( ~ 11 4 4 ELECTRICAL INFORMATION TABLE )N TABLE 6~00 19 STAR1'ERS START BACK 10,5q 13,00-~4~5 18,00 17,50 8~50 19,00 20~00 45,00 4A 5 PREWIRE SwI N~, TAG DIAGRAM# L~CATI~N LOCP ~EWIRE SWITCH QUANTITY STARTER FIRE FAN SUPPi,IED CTRL~ pLTAG HASE H,P, HEATER DRAFT ]CATI~N LOCATIDN SWITCHES LOCATI~N H~~DS . SYSTEM TYPE BY V~LT, TYPE DAMPER ~ , ~ ~ 6 7 ~ ~ g 1 Lights 1 ES-1 PERKIN FC Rlght FC f 11 ~ ~ 11 10 Haod #4 Hoc 'C Rlght FC Right 1 Fans Elec Box 1/2/3/4 ANSUL Exhaust NAS 120 208 3 1 N/A N/A ~aod #4 Hood #4 0 S/W ~ ~ 0 ~ther EF-1 ~ ~ 18 I I C~MMENTS~ Exhaust NA`i 120 208 3 1 N/A N/A EF-2 ~ ~ 1 ~ 1 1, 12" X 18" ELECTRI( ELECTRICAL BOX REQUIRED, Exhaust NAS ~20 208 3 1 N/A N/A `1 J `1 J 2~ LIGHTBULBS T~ BE JLBS T~ BE PROVIDED BY ELECTRICAL C~NTRACT~R, EF-3 . RANGE OVEN 3~ NAS LABELS REQU] BELS REQUIRED~ 36"Lx 28"D 38"Lx 36"D Exhaust NA:~ 120 208 3 0.75 N/A N/A EF-4 GAS FRYER GAS-RADIANT CHAR-BR~ILER GAS FRYER A/C UNI 16"Lx 30"D 36"Lx 24"D 16"Lx 30"D Supply NAS 120 208 3 7,5 N/A N SF-1 JOB PERKINS RESTAURANT ('93) )Vjtloni ~YOI7aI AIC LOCATION E~~GAN, MN /j7c f DATE 1/6/94 JOB # ` ~ . elnS o ~ DWG # PEREMN2 DRAWN BY sAN CONTRACTOR CONTRACTORS LICENSE # 302133 REV. 5/24/94 SCALE NOT TO SCALE � r,.. ` Use BLUE or BLACK Ink �--------- --------� � For Office Use � • � ��� � Cit of �� �� � Permit#: I Y � � � jPermit Fee: � ��' � 3830 Pilot Knob Road � /� � Eagan MN 55122 I � �`�� Phone: (651)675-5675 � Date Received:` 1` ' Fax: 651 675-5694 � _ ' � Q ( ) i sr��: h a` ----------- --���9- � 2015 COMMERCIAL BUILDING PER�JIIT APPLICATION �j"�0�i, t�'1 �ate: 4/20/15 site Address: 1345 Towne Centre Drive Tenant Name: Pe1'kins Restal'aunt (Tenant is:__New/ X Existing) Suite#: Former Tenant: ` Name: Marystown, LLC Phone: 952-476-3649 Property Owner Address/Ciry/Zip: 705 Valley Way, Hopkins, M N 55305 App�icant is: X Owner Contractor Re resentative of Owner Tenant Type of Work �escription of work: Exterior Remodel Construction Cost: $125000.00 Name: f, "���k�-4��,,--C_..�i���`C ��3,r����,?��1 License#: Contractor Address: ���o�J� tJ 2 a. 4�1,�. _City: C��l�1T M (�A�L_._ State: �N Zip: SS�J Z�e Phone: �'��- ' $�G • O�S � Contact: b�N� ,P�1�L Email: aVl,c�ev��a-�+I �sns�oh•Ga � Name: L. Brown Pendleton,Architect _Registration#: 21042 ArchitectiEngineer Address: Suite 5223. 1805 N 2nd Street _Ciry: Rogers State: AR Zip: 72756 Phone: 479-631-5223 479-619-3896 Contact Person: Cathy YoCkey Email: cl b ark.com Licensed plumber installing new sewer/water service: Phone#: NOTE:Plans and supporting documents that you submit�re considened to be public fnfcrrmation. Portions of the information may be c/assi�ed as non-puWlc if you provide spec�c reasons that wou/d permit the City to conclude that the are trade secreats.` CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utiliry damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq I hereby acknowledge that this inforrnation 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 applicatiion 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�nrhich requires a review and approval of plans. x Cathy Yockey, Permit Coordinator x� � �° Applicant's Printed Name Applicant';�Sign ur Page 1 of 3 . c ���� �( C.,� � �''��- ��. ��, .�. DO NOT WRITE BELOW THIS LINE l 3� �3� SUB TYPES Foundation Public Facility Exterior Alteration-Apartments _ Commercial/Industrial _ Accessory Building �Exterior Alteration-Commercial _ Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility Misceilaneous Antennae WORK TYPES _ New _ Interior Improvement _ Siding _ Demolish Building* _ Addition �/ Euterior Improvement _ Reroof _ Demolish Interior _ Alteration _ Repair _ Windows _ Demolish Foundation _ Replace _ Water Damage _ Fire Repair _ Retaining Wall _ Salon Owner Change *Demoliti�on of entire building-give PCA handout to applicant DESCRIPTION Valuation /ZSj�O � Occupancy � 'L MCES System '� Plan Review ✓ Code Edition �b�7MSbG SAC Units /�A- �T`�-�G�L-- WD2-/G- (25%_100%� Zoning �,S � City Water �/ Census Code Stories Booster Pump #of Units D Square Feet PRV #of Buildings � Length Fire Sprinklers �✓ Type of Construction Y•(3 Width REQUIRED INSPECTIONS Footings(New Building) Sheetroc:k Footings(Deck) Final/C.,O.Required Footings(Addition) � Final/N��C.O.Required Foundation Other: Drain Tile Pool:_Footings _Air/Gas Tests _Final Roof:_Decking _Insulation _Ice&Water _Final Siding:__Stucco Lath _Stone Lath _Brick Framing Window:� Fireplace:_Rough In _Air Test _Final Retainirng Wall Insulation Erosion Control Meter Size: ConcretE:Entrance Apron Final C/O Inspection: Schedule Fire Marshal to be present: Yes " Nlo ���`'� Reviewed By: �i�b , Building Inspector Reviewed By: C� , Planning COMMERCIAL FEES Base Fee �i 2�G •7 5 Water Quality Surcharge G Z •�o Water Sampling Fee Plan Review '7 8 -3�f Water Supply�Storage(WAC) MCES SAC Storm Sewer Trunk City SAC Sewer Trunk S8W Permit 8 Surcharge Water Trunk Treatment Plant Street Lateral Treatment Plant(Irrigation) Street Park Dedication Water Lateral Trail Dedication Other: Water Quality TOTAL ��s� •L� Page 2 of 3