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3010 Eagandale Pl Use BLUE or SLACK Ink ,j For Office Use Permits: V Mb of Eatan I Permit Fee: f 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone: (651) 675-5675 I 1 Fax: (651) 675-5694 I Staff. t I 2010 FIRE'SUPPRESSION SYSTEMS PERMIT APPUCATION* " ,41/m ' Q Date: Site Address: 3 C91 O rZA CA k/ yit c. IT fl- . Tenant: L t0krr oA /e- At-2j7-<c-A,<4-,-7 Suite PROPERTY OWNER Name: Phone: Address / City / Zip: Applicant is: Owner Contractor /!JS?JCL(, 12 A4r cc- SPAiHkccTA HIT'k,01 AAO&,*(-& Tall-: 13&4, !rv t=AJ'Mt rs,E iu+e TYPE OF WORK Description of work: c.- I, / Posb prPr~yt Construction Ctost: 112 3 0 Estimated Completion Date: 4-13,0111C slat] CONTRACTOR N"775 a2do brook Avp N License#: C~84 Address: ScAndis- MN 55073 City: State: _ Zip: Phone: G/2 _ Z" f` G 7G Contact. f/5- tiit VOV rk Email: FIRE PERMIT TYPE WORK TYPE Sprinkler System of heads _ New _ Addition Fire Pump _ Standpipe );~Alterations - Remodel T Other. _ Other DESCRIPTION OF WORK: _~!SCommercial _ Residential - Educational FEES G~ Minimum (includes State Surcharge) OR Contract Value $ x1% _ $ Permit Fee - If Permit Fee is less than $1,000, surcharge is $.50. - If Permit Fee is > $1,000, surcharge increases by $.50 for each State Surcharge $1,000 Permit fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). , $ C~ ~ • TOTAL FEE 3/4" Displacement Fire Meter - $203.00 $ Fire Meter TOTAL FEE "Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. X ~r lioDri-lrc~ X Applicant's Printed Name Applicant's Signature r_- CALL BEFORE YOU DIG. Cali Gopher State One Cali at (651) 4540002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Flow Alarm Drain Test Rough In Trip Pump Test Central Station - Finat Conditions of Issuance: Permit Reviewed by - 1 Date: ~ 1 , l ! Wertif icate of cccuvanc? CFR4 of cfagan Zc#erhatut of 13*0 * 3x0peetion This Certificate issued pursuant to the requirements of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Use clmifimtim Bldg- Permit No- M19 oowpmry Type A3 Zoning District Type Const. VN/M Urea of Buldi . _ _ MIMAL LIFE Address 8400 NOR7ANWE PARE BLVD, BUM QuiWing Add,ess3010 EAGAA>f1AiE PLAN Lowity L2, B 1, EAGANDP? F L24AY LAKE 41H Date- Ba"M OtCcia! POST IN A CONSPICUOUS PLACE INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 11 j 1 r' (Wry 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: APPLICANT: !{ttPd?i:je t 1 JI".1 IN,. PERMIT SUBTYPE: TYPE OF WORK: Fat 1 C FEAT l ON INSPECTION DATE INSPTR. INSPECTION TYPE DATE INSPTR. RUN Ali % F I. AN RF V 1 Ft-.li 1) MY It AIf 'or41(If I,f'Nr R 60# EOod Ndct:tO 96-T0-60 6tzs LEE ZT9 %L6-7I ,. ", •, I:ECfaFA`C?t?;d`RialARDINS '?FAFF: C-. GC4NAL GO.a S ., 'Tlfi? ,7ECLi4?-=r',Tlt:[7 is made •and'sntared Lntn this +..; da^ -)'g86. by;•T.ISE: NORTIIwESTERN, MUTUAL.. , 1 ' r ,'. ... L4 FE .SNSURA, riCE .COYPA,'Y,.a}Wisc'o6sinPCorporatio:7.''She re in. cal led sf: i... . N ML' .'wTTNrssvm' :'TIIA1;',•••?'•:?'-•;?..` .' WlIEREAS, NML 'i8 : the';Owncr;'ip.'kce •sitRplc' of `cc;tain ying t• ).l:. . /•:>' :'"?".•• real•::prcp.rty: in'''called"?thc•"•Sutiject;:;P,roper and. bcing'in-thti.COunty..of'.'Dakota'and'.State of Minnesota,' 'ierally .described',as. follows,:.:'to=w,le:: ' Lot: One '(I'),?:Blpc Ai• GVklot B; ,?''`r•'''' An-ir.;,EAGANDALE'LEMAY.L'AXZ;, ZND•"'ADDITI0:7accordyng •: S -.to,•thc...recorded'%pl'a c:, thCr¢cf and.': .I ?•:LOi: Gne '{`1)',.?,Bloch;'OiSe.'('1)''?;?E,4GANDALE Lca,AY GaKE.•., ?^1 t):,-:c v • '153:'AOD,ITlON,' a.,,;ordiriq ito''ttle recerdmd plae.thereof;; •. "'.' . ::, .- :-:•`':;,: '•-?'. .,? . LENEitS., r)'traf E'lc ,signsl'>device'tnay fire :utvte'•. '.. . %•:: bo,:2l aced at..the.,inttzrigetion Ot' Bagendale 'Place :and ?t:One :. aL,,;: ••'Oak tROad: , and'•all"os•.'a%POrtion'. n,g,;,??ie'•costa:'an v aR •.:Y : •?. . Nn'.•r.'?: ,. .r of "said krhE?Gic; nignal-l.dey.ice':ma_r'bec.assesFed' by' the Ci ty. , `'•. of;.Eagar-acaLnak the Of+n6r(s)',6f-'a1l Or,a pottior.' Svb.j'cc t' Froper tv:'' `.;. . .'.yrnEREAS,.•AnJ.such tra:fiCsigng::•dev!':^_ wili:.5enefii: ` :.., _ . :n•x .'.. •,; .a1.1' of the 'subjeck :°rope.r•ty:.'and ,., ;. .:. vide of :record thpc.. m i , cYThI,. IEAS,••NML des ire.a rtQ pro. CY1}SUCh ccs.ts-ind . ex64nses: asscescd<.n$einsS: shc•ownp[, OE: .' .:,::?f•f ..., aill::b¢'.' : ai.d prorataby'••.:.d,;' part:OE•; kho."Subject,l',roperrp. M. d • "'>' `G'a119.of';thG•':oh'nVCS::oh'e:•Syti.jecCPropeYty;, T:M r -- •:N01V„TtfF•REFOR,E":,:NML''?,d0os:'herebY.-dec latf.. that-the •'C" - Subjocnrt)reperty.shalti`-`br.•lie%d•.sub ect,-to':the follo"n, ' ?:' • "'ptpv.`is;e:.s' wflich Sho11.'encumbSer. the.,s:i;bjec,t; proper ty-and,;`??,? ' `• "r•"'-'? shall benefit such port. on oE'.thc•'Subj,e4t' Property GM/E0d 499p it, t9T 70-601466T 6bZs L££ ZT9 S'-1dW 01111: NOR:d 60#i 400d D!d£9:90 96-10-60 6tzs LEE ZI9 %L6-s Cr;RSCi: )nil :assil ur,h COFL:: an:'• n8?'s Art' aa- ' " s wM.:ch Any I run wiCh :hr SuL•;•.CC r?i.crLy Jr-:: siai.ll 90 L1:.Ji,;n u,y!,n .• . parti Ca nevi nc as rogt::. ti ?:? o: :at^-r ^, ar in tl:r. Sunjct•' ' ?Cf!•U?. •leir heirs, vU.^.cF.S 3ra:8 ant, ' pr5npcrty Qr an•; 'j:q rt. 1.. Q• ac5i?ns err: Fha11 inurr.- to thn ba+nCl.it o. - poft i7n Of lh(• Snh ;ar: pc•y;a.^^C)• n4'ainF' wh: ra xs:r?? ^^.%t:: end CY-,:ennv.^, ni• p ,:-x::x?^ i /n. t; t•. ' ni.1 tion To Pa. PrOrata St,arc o^?o„???s• . to the ezun: 'Lisa'. tiny Lrarf it vignnl r?CVFC' •ile i',lnr••ri ,'• the intetseetivh taf sagandal,- ?lace and Lone oak ?.,)ad cold ' all or env portion of the costs and expons^-s thereof afc charged back to an nWn"r or. owners of any pa!t of the Subject Property San;• owner .0 charged is herein called an 111,SseHSr.d , rcL:cc Lhereof ?c .' the P.%sessed pwr.a,r shall promptly V he Subiect Prope'ty (hcreln e013ed, . to'.n1l other owners or . 't -Una$sessed p.unars'1 by depositing written not1Ce ther6o` in t1. United Sta•'os Mil, recistered or certified; postege prepaid ar,d piddreSseti Lo the official addreas for mai'.ire; tai stntamcnts for thel.oroperty owned by.thc t:nsesessed Owners. Each such gne,ssessed 0.4ner shall immediately pay to the Assessed owner its proratz share c' such costs and expenses- cew,o.:ner's prordta share shall be that portion of the total, • Cos,,-15 and expenses asressed against the. assessed Ovrcr w,ichnears the sane tltio to such total costs and expenses as of public the number of Was owned by such Owner (exclusive . roada) nears to the total number of acres in the Subject property (exclusive of roads1. For the purpose of construing .. this Section 1, if more than one owner of a part-of the Subject F-opp.rty 4s as"saad, each 8.seh assessed owner shall, be an Assessed awnor Wl th -aspect to the aaecssment made against its own property but sr,all al$o'be yn unassossad owner with. respect tc he ar_=c smr.nt made ayaiwst anol:her part-'a ;rep^rt%'' -2- 80/",d !rv„ Sb291 TO-601V CT 6bZ9 4M LS9 s-kw oun; woad 60# 5004 Ract: 40 96-10-60 6429 6££ ZT9 _ %L6-3 Rioi:ts and other =ecedioA. In thn m•.On' fail is to pa tS prorat:i -•=^ that my Unar<sesmed 0'+nvr within fii.tee.1 i151 days o: recniyt of such notice. tl1C a:::o•?t:t of the Vnassossad o•..r,;;r'x prnra;a share, rggctllrr with intcr::St thereon from the daiC of thu not;co at the lesser of: .M the highest rate permitted by law; and (iii :.ro t21 percentace points in excess of the rate Of interost fYoT Lire to time Firs:-'1.1 i.!rnra;. 8gnk nf•!'.inncapr,l i8. n=? 1rc r°fl`r0nr1,• annnunc*d by rato: s11_11 to a Ilan u nu tho unassessed Owncr!s prnpart;;r . ;t!Ort•J n.,a;a . which 1. ien may br'•far?vi n5r'd !r. thr• so:no.manner as upon real 6S1:ati1 are foi'CC3.osed. Such Lien shall, 11G'?e':et, be vut;j••ct and wberdinato to t.ttc lion of any U.-SL mOrtgay.' or deed of trust on the unxssessed Owner's property, or an part .hereof, wheth4.r then er.Lsting or thereafter created'. Furthermore, any tronsferee or,assifnee of the Uneavessed Owner shall have the eight to discharge and remove such Lien as an-encumbrance against such traneLeCeo's or assignees pay-ng in fu 1. a_L anOL•nL'c for whiCh Sur'f' transfvr2. e:.asslgnue is obligated, respcne_b1A or li.lblc as ?rovirlod in Sent ion. : h1^reof. `1et+ithstandin,g •an,yth ing herein to the contrary, na ow-er'or holder of any. Lion br oncumbrslnev on to the Subject :roperty, ar any part •tnufC01 , wheChor' now existing or, hereafter created, shell become. li able or responS$blc for the payment of -the•eosrs -and expenses of . .the tra:fis signal. del.'co until such time, as such owner or holder shall be ant,itled to possession of all or any part of the Subject pfoperty,.and at Bach time. +: $hall become• liable only for that part of Such cosh and axpenyca which accYues subsequent to'thc time as such owner or.holder shall , be enciLlod to past«:ndien as determined under Section 3 her.,-?f. Jn the dvent t'+at any unasseasg3,0•, nor fails to , . pay its prorata share au provided herein„ in addition to any an4 all other rights and rM9ou'les that the Assessee Owner tether at :aw or 11 cqulc or untior this uc=lara, :on•. thu Paxvssrd 0•- qr fi. may bring'an acti.^n against the Unas.g sflwd se/Be •d !?S# Or CST T0-60'b661 6bZ9 1.££ ZT9 S1dW 3111E WONd 60# good wic"0 t6-10-60 6VZ9 LEZ ZI9 %L6-H • •Uv.•ner.,:pr.`the.coL'lecticn'OP• the.Unassessed 0»net's PIo rata ' share together;..with -interest'.ihere oft fr^m.the Cate of the - '._notice.eo the Unasseased Oa?ier ,at•the sate -ha reinahoveprov idcd; - ....'or-'(iil.may foreclose the lien on. the Unassessed O4rner',s property' hereinabcve provided. for.-in -tha same manner -as a ,.foroc7.osuYC ef;•a,mortgage- on,"real•prepe,rt}'; and costs,' inciuding ?`•" '"reasonable, attorneys''' fdas,-.,of ;env' „such-'action or foreclosure . .. ' r''S,':;.ahah" be.'"added to. the- amounrT• due from lhe'Unisiesse'd o•aner. 1'. Transfer of Subject ProQartY..,'la the event' :.i, .. ar, o.+?ner•'.'of"tha'Suhject•'Ptopezty':shal,l'.transfer or convey , ?.'•?:',-'a11'.ofright, title, interest--and estate ,in .and to. the •.-Subjeet;;Property;.. or. any part' thereof, -other that. by foreclosure :.. ?. t or, by'' decd ;in• linuaf foreclosure such OWnVr:.Shall thereafter 'r be entirely e,ivvea";of :a.,I,IiabiIity::for costs and expenses . -:.i-_'•' t:r•'•='..':' such :o:-'the°•kza2fic;•,si,gnal •dm,tice;,accruj;qq:1subs e ucnt :to . `^A""'"''• tr:ansfer-,.or.conve•anCe.;s+iph'ccs cct;Eo`thc',.propcrty.so' :? `•r=::;:.:.:; tr,ass.c .:.. e: red or. conveyed. event:. ...`'an o'nner: 'of the Sub ject •,' ''••conveyed. I n • eh_o, , P y'-ahallstrat\s£er •convn: zL91 t, tltie, in tereat'„and estate in and to:.ail :or':an}';;Part of the SUOjerc • Property, with :aspect to that pert :af':the` Fub ject, Propert7 ' so.,tr.ansferred or con.veygd,.,such._tranKtcree.or•••grantee shall, :?i .. ?'.ira^t end'af ter the effective date - of S>,ich ., transfer or eonv.eyance:'.::. .4? "...;•'.•; be liable forthe, prorate bharg'o any costs '6[4d exppnses ''•.-.of`ihe:.tiaffic signal dav-ice: applicable,.to .that.: part of tho Sub ject'::Proper.ty- ow'ned? by,; ',such :. tranv;feree.;or, grantee ;anC , ^:'•arisi.ng: from'end'afteX•the`etfe4:tiive?:date:o£:•sueh'•tranater. . or,'conveyance?and all' lien, sand othei'righ.ts-and:remedies, {• ???.'. •••' -:of? an. Rsucssod• Owner with reapectto that part of the traf lic •,' :;-signal device•:mstF and ax penses'aptiicable: to that' part gf.elwW:Subjact, Property .owned.'by•.such,ecan:ferae:'or.•grpntea•;.'•'. `''•':'"'sh'all••?be• limited to, and may'r;gnly.be. enfor':ed'agains.t'. such " trans'Ee':oe.oz.graatee.snd'.thit Part'-of the Subject Property..- -.: ' ''owned by such. transferee"or grantee.',.. BB/90'd 1ss# £b e9S T0-6O'bGGT SbL9 LEE 8T9 S-1,A4 31-Lni HOad 60# LOOd 11dE9:90 96-10-60 69ZS LEE Z19 %L6-8 lY•,:.,- w•9 q';.?. j J?L• ...{d-•y >. .F1 .?, ?,••i.1J <1• ?. fl2,_S,:x..:.,ttC_:•:P:?Rrau.v•.a-?:.:?7!...?._..)nt;•:,,•'.•?...x..v.i::.?ccr?l.s!s.?c ?,?;. i.., ...,:>?. . eft •?•?t':.v ., _. a. CCaa.oLIOng- She COCLion headings or Capt S„ns a;rpearin'tl in' this Declaration arc for con'.0nLencc un!y,, arc ' me a race of thi1: Loalaration and ar!,Tot to be considered !'. lnterPCCLSng rh!£ 0cclaration. 5• !!-lei flcaLfcn: Terms not Loa. This DeclaraCfan, or any provision hereof, or any, covenant or condition coritalned herein, may be terminated, extended, =odified, SUpplamenL6d or amended of hny LIM and rCen tuna to tinxl by Lhe owner:: o.` the Lac simple Litre to LhC Subject Property with the, xricten cori::cr-t of all moztgagacs or bonaficlari-zs and r rcr:tCcs under f1rst.mcrtg.,ges or.deads of trusts covr-ing all or '.any Par%' on of the-subject' Property. No such termination, extension, modilicae:on,. suprlemnnt or amendment shall bo . effective until a'-proper written instrumtnt-haa been executed, delivered and recoxded in thf ofrlce.of,the Registrar or. Titles in ;and for DakOLO C •vnty, Mxnnesota.' G. r,lsceiWneoiss., tahenover in t!,is Oec_araLion the singular number is used, thb same soialI ircludc.t:ia r41:r:,t, and.Lhc nso of one gender shall iricl-udc.thp at bar. The necossary t,rammitical chan,n•s r,"lulrvl Ui aaak-_ :Iv; f?royt;l4n:: ., or this Declaration apply,to e!they•eorporations,.assoc'atinns,: p?rtnerahips.er indiaidbals, nales or Eemalc3, shall fn all instances be assumed ae.ahough in, each cane fully expres:cel. The covenants herein contained shat) be deemed and,aonstrued ..to' be continuing anC no waiver or'a'breach or any of the covenants shall be construed a.vaiver•of any other oreach of 'the same or 'other of-the covenants nor shall failure to enforce any of the covenants, either by.-:o[leS Cure or otherwise. be consr.ruod as a waiver of'eny•of the other covenants.. T:1 Cho nverl, that any covenant er any portion thereof is declared to be in-alid or void, such invelidity'or voidness shall in no way affect any other of the covenants. -5- 8Q/L0'cl LM bbr9T 10-601b66T 6bZ9 L££ Z19 sldu olin= wmw 60# 900d Wd69:90 46-10-60 6hZ9 LEE ZT9 s ».-+, +Xt'a rF re lr?:d 3L N S+^q? v'1.•" •'MAN .?.'.r?J.ret?}"3dL• .a %L6-H IN itiTTNFSS wI-vF.EOF, cat:::c: t1:i:+ ia::: rt,n:+•n:. . to by Ox"t U:•,W a6 Or rh, ,!'•• :r,,v` Y?At ?__!4 .lCbl•c o:Y :: Qp:'I_ 7I14 NORIT' :STIikN MUTUAL i.71-'w I.. n? : 3y i! h QCC PI'OStden: 7:'?l?!J?7i Y.P. irc` i Y STATE Or 015C01151", COUNTY OF MILWAUKEL i Tnu t-nrcgrimj inrD:rt::ncr.L was .:•_k:)qF lc;lv.,d »•zroCR nrs this 2SCh da} of August , APS5, by Grenn H. BUZZ:-d - thC Y1Cr, ?sttlpnt p THH W.-Y!IKESTEO PI MUTUAL LTF?-.{-r1^,1TNA^T;?: - COxp',NrI, a 1"acc7lsi'a corporation, on ISchat-f of the corup'rRLia:,- • L`YnTCL• '•!}' comission E%D1rC5: :,nnvary 31, 1y::r!. TMIS TNSTRUMeNT WAS OR7;FTCD B'i: ' •,?Y.H1(PItY'(-,'.:Sl`?SY1•T VKtK,?yIX..(1,7 DORSB'r S 41'rIITNBY n:.I.'=SCAL Y 2200 rirst'bank rIAC6 Eaat "-, MinneaPOIIZ, rdinnesota 55402 i,F WS; :E Ius% NZ-41T rVt C v. Ate, •w r•':u •.a :=?.?lit1:1r', ' tN..,@U•uiXk, 6'?FY.+•+n. waTW.hi0,? B0/80'4 L95p 9br9T T0-60'0667 6bls L£E LT9 81&4 311n e 14MW x?/ 9 REQUEST FOR ELECTRICAL INSPECTION ?/ '3'18 P, See instructions for completing this form on back of yellow copy. 9 (} J X" Below Work Covered by This Request . _ 71 nY New Add ?ep. Typeof8uilding Appliances Wired Equipment Wired Home Range g Temporary Service Duplex Water Heater Electric Heating Apt. Building Dryer Load Management XX Comm./Industrial Furnace Other (Specify) Farm Air Conditioner Other (specify) Contractor's Remarks: Temporary Service, Cracker Barrel Compute Inspection Fee Below. Restaurant # Other Fee # Service Entrance Size Fee # Circuits/Feeders Fee Swimming Pool 0 to 200 Amps 0 to 100 Amps Transformers Above 200 Amps Above 100 Amps Signs Inspedors Use Only: ?- -? -'\ ` TOTAL.! Irrigation Booms - ? / '?F®'S0 Special Inspection ?/ r ? Alarm/Communication THIS INSTALLATION MAY B ? ORDERE ISCONNECTED IF NOT Other Fee COMPLETED WITHIN 18 MONl I, the Electrical Inspector, hereby Roughin Date certify that the above inspection has been made. Final OX? Date USE ONLY This request void 18 months from (P/19 041 111 REQUEST FOR ELECTRICAL INSPECTION 04-0402 4 See instructions for completing this term on back of yellow copy 'X'=3elofv Work Covered by This Request 6te Ee-00001-08 New 'Add R Type of Building Appliances Wired EquipmendWired Home Range Temporary Service Duplex Water Heater Electric Heating Apt. Building Dryer Load Management Comm./Industrial Furnace Other (Specify) Farm Air Conditioner Other (specify) Contractor's Remarks: New Crficker Barrel eesstta aurant Compute Inspection Fee Below. # Other Fee # Service Entrance Size Fee # Circuits/Feeders Fee Swimming pool 0 to 200 Amps 0 to 100 Amps Transformers Above 200 Amps _. Above 100 Amps Signs Inspector's Use Only: 1 TOTAL . 5 Irrigation Booms (? O f r CiU Special Inspection Alarm/Communication THIS INSTALLATION E I ECTED IF NOT Other Fee COMPLETED WITHI ON I, the Electrical Inspector, hereby if h h Rough in r o i cert y t at t e above inspection has been made. Final 4Z3-5- 1 oat O - a 7 OFFICE USE ONLY This request void 18 months from " 4 0 4 2 `? 30.5. Request Date T Fir o. Rough-in Ines c6un fired Ins eclion Other en Rough-In 6-14-94 (You must call inspe an ready) Ready Now CMilt Notify Inspector 110 Yes ? No Date Ready XX licensed contractor ? owner hereby request inspection of above electrical work at: Job Atltlress (Slreel. Box or Route No.) City 3000 Egandale Place Eagan Section No. Township Name or No. Range No. County Dakota Occupant (PRINT) Phone No. j o b t r a i l e r Cracker Barrel Restaurant(Harman&Son ) Power Supplier Dakota Electric Address Farmington Electrical Contractor (Company Name) Contractor's License No. Burnsville Electric, Inc. CA00342 Mailing Address (Contractor or Owner Making Installation) 117 Belmont Rd. Apple Valley 55124 Authorized Signature (ComractonOwner Maklnq Installationj Phone Number 688-6002 MINNESOTA STATE BOARD OF ELECTRICITY THIS INSPECTION REQUEST WILL NOT Griggs-Midway Bldg. - Room 5.173 BE ACCEPTED BY THE STATE BOARD 1621 University Ave.. St. Paul. MN 55100 UNLESS PROPER INSPECTION FEE IS Phone(612)642-UN ENCLOSED. V/' o7? 318 9 9 -?"a Request Date 5-18-94 Fire Rough-in Inspection Required4 NOTICE: You Must Call Electrical Inspector fARough-in lnspection ? Yes fI?'t Is Required. 14ikensed contractor 0 owner hereby request inspection of above electrical work at: Job Address (Street, Box or Route I city 30 0 egandale Place Eagan Section No. Township Name or No. Range No. County Dakota Occupant (PRINT) Phone No. Cracker Barrel Restaur ant(Contr:Harmo & Sons) Power Supplier Dakota Electric Atltlress Farmington Electrical Contractor (Company Name) mrac[or5 License No. Co Burnsville Electric, Inc. CA00342 Mailing Address (Contractor or Owner Making Installation) 117 Belmont Rd. Apple Valley 55124 Authorize Signature (contrac or/Owner Mating nstallation) Phone Number 688-6002 MINNESOTA STATE BOARD OF ELECTRICITY THIS INSPECTION REQUEST WILL NOT Griggs-Mldway Bldg. - Room 5-173 BE ACCEPTED BY THE STATE BOARD 1821 University Ave., St. Paul, MN 55106 UNLESS PROPER INSPECTION FEE IS Phone (612) 602-0800 ENCLOSED. Permit No. Permit Holder Date Telephone A ELECTRIC 11 PLUMBING ?/3' f JrQ Q ?v HVAC /$ L, 9a!-7Of Inspection Da Insp. Comments FOOTINGS FOUND FRAMING J L?t? ROOFING ROUGH PLUMBING ?• _ (? a-? PLBG AIR TEST ROUGH HEATING y-/S'9 G 97 /p sib GAS SVC TEST '? I D 70c sC INSUL ?,r,p GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL ??51 BSMT R.I. BSMT FINAL DECK FTG DECK FINAL .5 CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 INS SITE ADDRESS: 1111 ?Olo :III I., t 41II PERMIT SUBTYPE: B1 111 I ON RECORD PERMIT TYPE: Permit Number: Date Issued: APPLICANT: + I 1 1 ? ,' i .' I b? u3 TYPE OF WORK: kil f t I+ f NGi 1.' cq1?? t f, /0.4 Ito ?I IN t I-1 ill '?1 i? il'1 11114 (1,kAf f•I.:ti tiAkla i 1 T INSPTR INSPECTION DATE INSPTR. • TYPE DA E . . ,I,t 111. I ? Ili ! I ?. I I L. Permit No. Permit Holder Date Telephone # S/W PLUMBING '1 9 G9-?9 8'? HVAC 3 ?5? ??Oc7 ELECT j9 4 g ELECTR /?Q(h(? 9 Inspection Date Insp. Comments Footings) / Foundation l°?y Framing 7X Roofing Rough Plbg. //-,?// V90P,,AC&?7 AD C-0 6 "2Z Rough Htg. ?R c{ 'Z7- f y G/ C ?C ?' G (? a 1"e V Isul. ? L _1 _ Fireplace Final Htg. Orsat Test Final Plbg. J PI . Ins or - Nptify Plumber lei A P7 Const. Meter IV A2 4 10 f? /Y (jjJ r' I'1 EngrJPlan Bldg. Final / j CCC Deck Fig. ???! ly y aja a)Ic Deck Final Well Pr. Disp. 1 9/14/V / .110 1 . F. city of eagan May 9, 2000 Mr. Kevin Etheridge Joe Senser's 3010 Eagandale Place Eagan, MN 55121 Re: Outside Dining and Liquor License Dear Mr. Etheridge: PATRICIA E. AWADA Mayor PAUL BAKKEN BEA BLOMQUIST PEGGY A. CARLSON SANDRA A. MASIN Council Members THOMAS HEDGES City Administrator E. J. VAN OVERBEKE City Clerk - This letter is in response to your request to establish an outside dining area at the Joe Senser's at 3010 Eagandale Place (Lot 2, Block 1, Eagandale LeMay Lake 4 ° Addition). The enclosed plan shows eight tables, seating four persons per table, on the existing porch area. The porch is to be enclosed and secured with a railing that will be removed during seasons when the porch is not used for outside dining. Access to the outside dining area must be controlled and provided via the main building. Gates in the railing must open outward, and emergency egress from the building must be maintained with a gate opposite the south-facing door. Also, I met with Dan Peterson at the site last week and we discussed alternatives to provide pedestrian access from the south parking lot to the main entrance since the walkway across the porch will be blocked off for outside dining. We agreed that a stepping stone walkway would be installed across the lawn and landscape area in front of the porch. A building permit may be required for some of the proposed changes to the building, and in particular if the south-facing service door is replaced with a different door. Please contact our building inspections office at 681-4675 for information about building permits. City staff will inspect the site for compliance to the approved plan after the improvements are made. Please call me at 651-681-4691 if you have any questions. Sincerely, ?L Pamela Dudziak Planner Enclosure cc: Barb Hand, Deputy City Clerk Dale Wegleitner, Fire Marshal MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN. MINNESOTA 55 1 22-1 89 7 PHONE: (651) 681-4600 FAX: (653) 681-4612 TDD: (651) 454-6535 THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity Employer w .cltyofeagon.com 30/6 &j _C&z G?. MAINTENANCE FACILITY 3501 COACHMAN POINT EAGAN. MINNESOTA 55122 PHONE: (651) 681-4300 FAX: (651) 681-4360 TDD:(661) 454-8535 Pam Dudziak From: Mary Granley Sent: Wednesday, February 16, 2000 2:46 PM To: Pam Dudziak Subject: Joe Sensors Kevin from Joe Sensors just called. He wants to know if he would be violating his PD if he set out 3-4 tables (seating for 16-20) on the existing wooden porch/overhang and served food out there during the months of May-Sept. He would like to use this seating all day during this time (not just for lunch). I told him a Planner would check to see if this violates his PD and if he has adequate parking and this person would call him back. I also referred him to Barb Hand to check and see if he would meet the requirements of his liquor license for outdoor service. Thanks for handling this. Mary C c ' o'v wa s ?q PERMIT - CITY OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: B U I L D I N G Eagan, Minnesota 55122-1897 Permit Number: 031664 (612) 681-4675 Date Issued: 04/02/98 SITE ADDRESS: 3010 EAGANDALE PL LOT: 2 BLOCK: 1 EAGANDALE LEMAY LAKE 4TH P.I.N.: 10-22528-020-01 DESCRIPTION: (JOE SENSER'S) ermit Type COMM./IND. MISC. rrk Type ALTERATION k 437 ALT. NONRES. a Air V- a 'ue ;1, dig .,? a, ? Iq? x$e'a iu,3 ish at i _ 'ei?;?B y` awed ma rxpr6 zw 33 b? C9 eu REMARKS: PLAN REVIEWED BY DALE SCHOEPPNER 1 FEE SUMMARY- VALUATION Base Fee Plan Review Surcharge Total Fee { $1,512.25 $982.96 112.50 $2,607.71 CONTRACTOR: - Applicant - FAULKNER CON$T INC 24264706 2340 COUNTY ROAD J WHITE BEAR LAKE MN 55110 (612) 426-4706 I I heretry ackdow' irrforma`G on )s Statut??and` Cif APPLICANTIPERMITEE SIGNATURE $225,000 OWNER: LONGFELLOW WAREHOUSE CO 1860 E 28TH ST MINNEAPOLIS MN 55407 ??aew uN 'Al 711 g BY: M 311.b4 1998 BUILDING PERMIT APPLICATION (COMMERCIAL) CITY OF RAGAN 681-4675 Submit following to obtain necessary permit Foundation Only New Construction Interior Improvement structural plans (2 sets) architectural plans (2 sets) architectural plans (2 sets) civil plans (2 sets) structural plans (2 sets) code analysis (1) " code analysis (1) " civil plans (2 sets) project spew (1 set) soils report (1) landscaping plans (2 sets) Key Plan project spew (1) code analysis (1)" energy calculations (1) not always" Special Inspections & Testing Schedule " soils report (1) Electric Power & Lighting Form (1) Trot ahvays " SAC determination letter from MCN S - SAC determination letter from MCNJS - SAC determination letter from MCANS - call 602-1000 call 602-1000 call 602-1000 Special Inspections & Testing Schedule " (1) project specs (1) energy calculations (1) " Electric Power & Lighting Form 1) " -- contact tsuucmg inspections for sample Food & Beverage or Lodging facilities: Plan must be submitted to Minnesota Department of Health. Call 215-0700 for details. DATE: 2 12o f 9 8 WORK TYPE: _ NEW ,L REMODEL DESCRIPTION OF WORK: Qew,odet exisF na Cestw.c # n +o new "rill m,_A b-, CONSTRUCTION COST: J ;?;z s: coo , oo TENANT NAME: T.p e sn n sivy`s G,-c 114wJ So-- SITEADDRESS: 30lo gm4 ;. J? lot., SUITE #: LOT BLOCK SUBD. ?1 b, J-1e ajl d11Ka- tF. P.I.D. # Name: L o, ak.i to W n?«h,..... Co. Kin p( vkef t Phone PROPERTY Last First OWNER Street Address: l f3 6e) r, '28 k-6 S ,y+ City M; cad 1+'c State: M N Zip: S17- YO'7 Company: l aw l fe ?c Con +c 1 e„ j T_,r, Phone #: C&/ :;L) 'Y26-q'704, CONTRACTOR Street Address: 23q6 c.wtj t 92 " T License # City W k '+ B, r kc State: fn N Zip: 5'6l I o ARCHITECT/ u Sewer & water licensed plumber (only if installing sewer & water): Phone#: &12) 926-N7ob Registration #: J sso 0 State: M n1 Zip: 5-5"10 1 hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: Sew OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 18 Comm./Ind. 19 Comm./Ind. Misc. ? 20 Public Facility r ? 21 Miscellaneous WORK TYPE ? 31 New ? 32 Addition r ,,G;33 Alterations ? 34 Repair ? 35 Tenant Finish ? 37 Demolition GENERAL INFORMATION Const. (Actual) Basement sq. ft (Allowable) I/? First Floor sq. ft. UBC Occupancy sq. ft. Zoning sq. ft. # of Stories sq. ft. Length sq. ft. Depth Footprint sq. ft. APPROVALS MCNVS System City Water Fire Sprinklered Census Code 1/39 SAC Code 30 Census Bldg. Census Unit Planning Building Engineering Variance Permit Fee Valuation: $ LZ'? ?5 Surcharge Plan Review MCNVS SAC City SAC Water Conn. S/W Permit S/W Surcharge Treatment PI. Park Ded. Trails Ded. ?- Water Qual. Other T Copies Total: % SAC SAC Units Meter Size FC1 March 24, 1998 City of Eagan Dale Schoeppner 3830 Pilot Knob Road Eagan, MN 55122-1897 FAULKNER CONSTRUCTION, INC. Re: Joe Senser's Grill and Bar 3010 Eagandale Place Dear Mr. Schoeppner: In response to your letter dated February 27, 1998, I would like to address the following items: Items #1, 4 - 8 see revised Landmark plans (attached). Item #2 copy of Minnesota Department of Health letter (attached). Item #3 see note on sheet At, and revised Landmark plans, we will also upgrade grab bars to meet applicable code. Please feel free to give me a call if you have any questions. Sincerely, Curtis Sohn Project Manager Enclosure 2340 COUNTY ROAD J • WHITE BEAR LAKE, MINNESOTA 55110 TELEPHONE (612) 426-4706 FAX (612) 426-0045 _a city of elagan February 27, 1998 MR CURT SOHN 2340 COUNTY ROAD J WHITE BEAR LAKE MN 55110 Re: Joe Sensers 3010 Eagandale Place Dear Mr. Sohn: THOMAS EGAN Mayor PATRICIA AWADA BEA BLOMQUIST SANDRA A. MASIN THEODORE WACHTER Council Members THOMAS HEDGES City Administrator E. J. VAN OVERBEKE City Clerk We have completed our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the following items be addressed: 1.) Maneuvering clearances at doors must be provided as required in Minnesota State Building Code 1340.1150 Section 4.13.6. Twelve inches must be provided on the latch side of doors. Please revise the affected doors. i2.) Please provide a letter from the Minnesota Department of Health indicating compliance with their requirements. Their phone number is 215-0700. `-?3.) UBC Appendix Section 1111 requires upgrading of the existing accessible route up to 20% of the cost of an alteration. Based on this code section, we are requesting that the accessible toilet stalls be revised with a 4-foot minimum of clear space in front of the toilet, and other clearances reflected in MSBC Section 1340.1170. / 4.) The ramp for the D J booth must have a slope not to exceed 1 in 10. The ramp for the dining room, must not exceed 1 in 12. See CABO/ANSI AII7.1 Section 4.8.2. Please identify the seats provided to comply. with the requirements of UBC 1105.4.2 and the clearances required in CABO/ANSI AII7.1 Section 4.31.3 and 4.31.4. ,oc1 !0o r MUNICIPAL CENTER THE LONE OAK TREE MAINTENANCE FACILITY 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 1 897 THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY 3501 COACHMAN POINT EAGAN, MINNESOTA 55122 PHONE. (612) 681 46D0 PHONE(612) 681-4300 FAX'. (612) 681-4612 Equal Opportunity/Affirmative Action Employer FAX: (612) 681-4360 TDD' (612) 454-8535 TDD: (612) 454-8535 Mr. Curt Sohn February 27, 1998 Page 2 ? 6.) Sheet FS-01 indicated a total seating of 302. This would change the occupancy classification to an A2.1. This would have a dramatic effect on this project. It is possible that changes as a result of this code review will automatically reduce the occupant load. You will need to revise sheet FS-01. ,/7/') UBC Section 1014.2 requires a minimum clear aisle width of 44 inches when chairs/furnishings are on both sides of the aisle. Revise layout as needed. '8.) The layouts provided in sheet FS-02 do not match the layouts on sheet FS-01. Revise as needed. If you have any questions or concerns, do not hesitate to contact me at 681-4699. Sincerely yours, „ Dale Schoeppner Assistant Building Official DS/vp 612 215 0977 MAR-24-1998 11 00 FROM MDH EHS/ENGINEER TO 96739389 P.02i05 February 2. 1998 Gateway Mechanical Inc. 742 Beaver Trail Lino Lakes. Minnesota 55014 Gentlemen/Ladies: Subject: Food and Beverage Equipment at Joe Sensers Grill and Bar. Eagan. Dakota County. Minnesota, Plan No. 981662 We are enclosing a copy of our report covering an examination of plans and specifications on the above-designated project. The plans and specifications appear to be in general compliance with the standards of this department. Please see the enclosed report for additional changes and/or comments. Also enclosed is a copy of the report and transmittal letter to be forwarded to the project owner. It is the project owner's responsibility to retain the plans at the project location. Ten working days prior to completion of the project, please contact Mike Gianotti at our Metro district office at: 612/215-0863 in order to arrange for a final on-site inspection. If you have any questions in regard to the information contained in this report, please contact me at 612/215-0862. Sincerely. Steve Craig Public Health Sanitarian Environmental Health Services SJC:cas Enclosure cc: Landmark Restaurant Equipment and Design Mr. John Forrest. Zoning Administrator Mr. Dirk House. Plumbing Inspector Mr. Mike Gianotti. Minnesota Department of Health 612 215 0977 MAR-24-1998 11:00 FROM MDH EHS/ENGINEER TO MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health REPORT ON PLANS Plans and specifications on food and beverage equipment Bar, Plan No. 981662 96739389 P.03i05 Joe Sensers Grill and Location: 3010 Eagandale Place, Eagan, Dakota County. Minnesota Date Examined: February 2, 1998 Date Received: January 16. 1998 Submitted by: Gateway Mechanical Inc.. 742 Beaver Trail, Lino Lakes, Minnesota 55014 Landmark Restaurant Equipment and Design. 202 North First Street, Minneapolis. Minnesota 55401 Ownership: The following are corrections or requests for additional information necessary before construction of your project: 1. All food and beverage service equipment must meet the applicable standards of NSF International. 2. Primary food preparation surfaces (tables/counters) must be of stainless steel construction in compliance with Standard No. 2 of NSF International. 3. Approval of the existing or used equipment will be made by Mike Gianotti inspecting sanitarian from our Metro district office. 4. Canopy and hood construction must meet the applicable standards of NSF International. Additionally, the requirements of the Minnesota Uniform Mechanical Code (Section 2000) covering commercial kitchen ventilation systems must also be met. 5. Provide and routinely use a chemical test kit to determine the strength of the sanitizing agent in the final rinse water of the three-compartment utensil washing sink. 6. Floors in kitchens; other rooms where food is stored. prepared or washed; dressing or locker rooms and toilet rooms shall be smooth, nonabsorbent and easy to clean- a. Quarry tile floors are strongly recommended. b. The minimum, acceptable flooring is commercial-grade (1/8-inch thick), vinyl composition tile with a 4-inch base roving at the floor-wall juncture. c. Poured floors with an epoxy resin finish are not approved for use in food service. This includes the bar area. 612 215 0977 MAR-24-1998 11:01 FROM MDH EHS/ENGINEER TO 96739389 P.04/05 Joe Sensers Grill and Bar -2- February 2. 1998 Food and Beverage Equipment Plan No. 981662 7. Wall surfaces in food preparation. dishwashing and storage areas shall be smooth, light colored. easily cleanable and nonabsorbent to the highest level of splash or spray. a. Sheetrock with an enamel paint finish meets the minimum standards for nonsplash and dry storage areas. b. Wall surfaces in splash zones or high moisture areas such as dishwashing, hand and janitorial sink areas, etc.. must be finished with durable, nonabsorbent materials such as: 1) a fiber glass reinforced panel (such as Glasbord or similar product), or 2) ceramic tile. S. Ceilings in food preparation, dishwashing. and food storage areas shall be smooth, nonabsorbent, light colored, easily cleanable. and must not be perforated, fissured or textured. 9. Approved walk-in flooring materials includes the following: a. Properly fabricated and installed galvanized metal. b. Properly fabricated and installed stainless steel. c. Properly installed quarry tile. 10. Walk-in cooler shelving must be NSF International approved stainless steel. factory precoated epoxy, or other materials designed for this type environment. Chrome shelving is not approved. 11. All equipment must be installed so that it is easily cleanable, that is. either easily movable, sealed in place or having sufficient space surrounding the unit to clean in place. 12. All artificial lighting fixtures located in food preparation areas, food storage areas, dishwashing areas and walk-ins shall be effectively shielded to prevent glass breakage onto food or food contact surfaces. Install a sufficient number of vapor-proof light fixtures in the walk-in cooler and/or freezer to provide a minimum of 10 foot-candles of light throughout the unit(s). 13. A separate on-site inspection will be conducted by the state plumbing inspector to determine compliance with the Minnesota Plumbing Code. 14. Custom food and beverage service equipment shall be designed. fabricated. located and installed to NSF International requirements. This includes the new reach-in doors. 612 215 0977 MAR-24-1998 11:01 FROM MDH EHSZENGINEER TO 96739389 P.05i05 Joe Sensers Grill and Bar -3- February 2. 1998 Food and Beverage Equipment Plan No. 981662 15. All hot water generating equipment (water heaters) must comply with Standard No. 5 of NSF International, and be of adequate capacity to meet the anticipated demand of the establishment. 16. Provide an additional handsink convenient to the broiler, range, ice cream unit area. Approved: Steve Craig Public Health Sanitarian Environmental Health Services TOTAL P.05 . .02/06i98 1244 LANDMARK DESIGN -> 612 426 0045 LANDMARK RESTAURANT EQUIPMENT AND DESIGN A EOEL7EA COMPANY February 6, 1998 Mr. Steve Craig Minnesota Department of Health Division of Environmental Health 121 East Seventh Place St. Paul, MN 55164-0975 Dear Mr. Craig: 10.223 P002/002 I am in receipt of your plan review letter, Re: Joe Senser's Grill and Bar #981662 and offer the following up to your remarks: Items # 1 thru 15 will be adhered to. Item # 16 An existing hand sink is present opposite the broiler location. This was missed on our plans and will be added. ! . Item # 92 On our plan is an ice Cream unit with a sink built in. We will add wrist handle faucets, nailbrush, towel and soap dispenser. Please respond if this is acceptable. Respectfully, Tom Lutz Landmark Restaurant Equipment and Design c.c. Jim Faulkner t 202 NORTH FIRST STREET • MINNEAPOLIS, MINNESOTA 55401 • FAX 6121673-9389 • PHONE 612/673-9309 CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: DESCRIPTION: BARREL) COMM./IND. NEW A-3 V-N SPR 105 104 1 10,920 PERMIT PERMIT TYPE: Permit Number: Date Issued: 41C? EAGANDALE PL LOT: 2 BLOCK: 1 EAGANDALE LEMAY LAKE 4TH r' (CRACKER Building Permit Type Building Work Type UBC Occupancy'-, Construction Type Building Length - Building Width Building stories _r Square Feet f-, REMARKS: S & W PLBR -- FEE SUMMARY: VALUATION Base Fee Plan Review Surcharge SAC SAC % SAC Units Subtotal $2,264.50 $1,471.93 $287.50 $17,600.00 100 $21,623.93 $575,000 CITY SAC S & W PERMIT S & W SURCHARGE TREATMENT PLANT ROAD UNIT PARK DEDICATION Total Fee BUTLDIIMG?/ 023419 05/03/94 $43,368.13 CONTRACTOR: OWNER: - Applicant - NORTHWESTERN MUTUAL LIFE 3400 NORMANDALE LAKE BLVD 1490 BLOOMINGTON MN 55437 (612)921-2100 L- I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Mn. Statutes and City of Eagan Ordinances.. APPLICANT/PERMITEE SIGNATURE ISSUED BY. J I NA $2,200.00 $100.00 $.50 $7,656.00 $3,923.70 17.864.00 I INSPECTION RECORD CITY OFEAGAN PERMIT TYPE: BUILDING 3830 Pilot Knob Road Permit Number: 023419 Eagan, Minnesota 55123 Date Issued: 05/03/94 (612) 681-4675 SITE ADDRESS: LOT: 2 BLOCK: 1 APPLICANT: 3000 EAGANDALE PL NORTHWESTERN MUTUAL LIFE EAGANDALE LEMAY LAKE 4TH (612) 921--2100 PERMIT SUBTYPE: TYPE OF WORK: COMM./IND. NEW DESCRIPTION (CRACKER BARREL) INSPECTION TYPE FOOTINGS .DATE INSPTR. INSPECTION FOUNDATION DATE INSPTR. FRAMING ROOFING INSULATION ROUGH IN PLBG ROUGH IN HTG FINAL PLBG FINAL HTG FINAL REMARKS: S & W PLBR - F L i•J , h +' .. ::f;ij I?ti f• 23419 CITY OF EAGAN 1994 BUILDING PERMIT APPLICATION 681-4675 $4,5 56.0 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 March 9 / 194 Valuation of work Site Address: 1-35 & Lone Oak Road; Eagan, Minnesota (urf T,.?r.; 1? STREET SUITE 0 Tenant Name: (commercial only) Cracker Barrel Old Country Store LOT BLOCK ?_ SUB Eagandale Lemay l ? Addition ake " Description of work: The applicant is: ? Owner ? Contractor In Other (Describe) Archtiect Name Northwester Mutual Life Ins. Phone 612/921-2100 Property LAST FIRST Owner Huber Dale Address 8406 Normandale Lake Blvd #1490 STREET STE # City Bloomington State Minn Zip 55437 Company Project under bid Phone Contractor Address License # Exp. City State Zip Company Design and Engineering Phone 615/269-4277 Architect/ Engineer Name Colleen Atwood Registration # 22627 Address 4301 Hillsboro-Road, Suite 221 City Nashville State TN Zip 37215 Sewer & water licensed plumber Processing time for sewer & water permits is two days once area has been approved. I hereby acknowledge that I have read this application and state that the information is correct and agree to compl ith all ap lic ble State of Minnesota Statutes and City of Eagan Ordinances. 7 / / j Signature of Applicant: /" 4P ri (/w,w - Cracker I";>ae"e(/ , (o is 5'/3 - i 2&3 Fx r G lS Yy 3 - fY33 OFFICE USE ONLY BUILDING PERMIT TYPE 2 ? 01 Foundation ? 06 Duplex ? 11 Apt./Lodging 4 In 16 Basement Finish ? 02 SF Dwg. ? 07 4-Plex ? 12 Multi. Misc. ? 17 Swim Pool ? 03 SF Addition ? 08 8-Plex ? 13 Garage/Accessory 0 18 Comm./Ind. ? 04 SF Porch ? 09 12-Plex ? 14 Fireplace ? 19 Comm./Ind. Misc. ? 05 SF Misc. ? 10 Multi. Add'l. ? 15 Deck ? 20 Public Facility ? 21 Miscellaneous WORK TYPE )81 31 New ? 33 Alterations ? 35 Tenant Finish ? 37 Demolish ? 32 Addition ? 34 Repair ? 36 Move GENERAL INFORMATION ti'4p I Const. (Actual) s ; klef,4 t Basement sq. ft. MWCC System X (Allowable) /.i 1st F1. sq. ft. , City Water ?G UBC Occupancy 2nd F1. sq. ft. * PRV Required Zoning Sq. Ft. total Booster Pump # of Stories Footprint Sq. ft. /05610 Fire Sprinkler Length O.S On-site well -i-- Census Code 361 Depth /o y On-site sewage SAC Code 3 0 Census Bldg APPROVALS Census Unit Planning Building Assessments Engineering Variance REQUIRED IN SPECTIONS ? .Site El Footing El Framing ® Insulation ? Wallboard JZ Fi nal ? Draintile ® Fireplace Permit Fee ZZ(,y Sb veluseim: A",r I Surcharge , z 2?, 5'0 / y r r o cA,) : 43 k,9Z Plan Review ?- License ?- Z p, ?,??}r» MWCC SAC ??.? o0 2 z? gc+? City SAC 2j?O0 azy 1610 Water Conn. 17/61 & „ ,.?r fo Le Water Meter Acct. Deposit Dep.oA s;?e 7x3= 22r S/W Permit ipo S/W Surcharge So = Zzc?`/. f a Treatment Pl. 71 5 %. 3 /?fi 7 z G5? Road Unit 2o 3 1230k 3,0 Park Ded. . yes _,OS6?SX ?38?z/ /1/?4°pg",e_ Trails Ded. hb r . lS J Copies %Soco? ,000.S- Other Total : e e'7 s° safe" SAC % (DD SAC Units ,V L BL L SUBD. CITY USE ONLY C p 5 RECEIPT #: O 7 // e- //VV RECEIPT DATE: 7 ? S 1998 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3850 PILOT KNOB RD EAGAN, MN 5512E (612) 681-4675 Please complete for: all commercial/industrial buildings multi-family buildings when separate building permits are not required for each dwelling unit backflow preventer to be installed in commercial areas or residential boulevards Date: 2' F? Work Type: _ New Bldg. _ Add-on Is Water Meter Required? _ Yes ?C No Water Flow To inquire VPressure Reducing Valve is required on new service, call 6814646. FEES I% of contract price or $25.00 minimum Contract Price: $ 9 QCJ CJ x I% = S COMPLETE THIS AREA IF INSTALLING UNDERGROUND SPRINKLER SYSTEM Service: _ Existing (if coming off domestic line) OR_ New Backflower Preventer Permit Fee $ 25.00 Water Meter 1"@ $189.00 or 2" Turbo @ $871.00 $ I( "new service" add Water Permit $ 50.00 = $ WAC $ 807.00 = $ Water Treatment $ 444.00 = $ Permit Fee $ ni JGi State surcharge is $.50 per $1,000 of permit fee or minimum of S.50 per permit State Surcharge $ ' 'Sy Total Fee $ ??L? • y I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicant's responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activities to the facilities constructed under this permit within City property/right-of- way/easement I srrE ADDRESS: 0 (a :;;7- TENANT N o o /?{ f INSTALLER NAME: c c TELEPHONE #: CJ cm an), f STREET ADDRESS: ElfP CITY: / ?i ??rl ?C f, S STATE: ZIP: c5 _ Repair _ U.G. Sprinkler GPM SIGNATURE CITY USE ONLY COMMERCIAL PLUMBING PERMIT-1998 METER SIZE PRV Yes No Domestic Irrigation UTILITY CONNECTION (APPLIES TO NEW SERVICE ONLY) REVIEWED BY: Buildings yiy 9? Date To determine meter size • See if it is indicated on back of Building Inspections card • Enter address in PIMS Screen 301 to obtain S& W permit # • Check PIMS Screens 110 (Remarks) • If gallons per minute are less than 25, a 1" meter will be required. If gallons per minute are more than 25, a 2" turbo with strainer will be required This information is to be supplied by the designer of the system. Consult with Plumbing Inspector if Licensed Plumber does not know GPMs. Before sellinL, meter • Check PHAS Screen 320 for aWroval of inspection results. No meter will be sold before all sewer and water inspections are complete on a new service. If new service lines are not required, one check maybe written for meter and permit costs. Write meter type and size on receipt, code to 3716-9220 (meter portion only), and forward copy to Utility Billing Clerk. • Enter meter size, type, receipt #, date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utility Billing Clerk. Miscellaneous Information • The installer is to contact Building hispections at 6814675 for inspection of the inside water line and backflow preventer. The Central Maintenance Division may be reached at 6814300 for water tumon. • If meter is over 5/8", notify Central Maintenance so they can tell you if there is one in stock before plumber goes over there. JS/For bId/pibg pemdt (comet) 1997 CITY USE ONLY L d BL I SUED. RECEIPT#: 906 / 5 RECEIPTDATE: MECHANICAL PERMIT (COD CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: all commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit 1? DATE: CONTRACT PRICE: /08D WORK TYPE: NEW CONSTRUCTION /< INTERIOR IMPROVEMENT DESCRIPTION OF WORK: FEES: 1% of contract price OR $25.00 minimum fee, whichever is greater. Processed piping - $25.00 CONTRACT PRICE x 1% PROCESSED PIPING PERMIT FEE STATESURCHARGE TOTAL y{ ?/ O So ($.50 per $1,000 of permit fee due on all permits.) SITEADDRESS: ?j0Ib OWNER NAME: w S2n? P.S PHONE #: TENANT NAME (IMPROVEMENTS ONLY): _ INSTALLER: ( oa '(Z'? O IJ ! (' -(? a C... N Yl Q--'3 ADDRESS: c;)Fj(-3 S-'?\ S PHONE #: ?0 t?-8a y _ L7 4 S STATE: `(\ /V ZIP: S S Yb 9 CITY INSPECTOR l? C-e_ CITY USE ONLY L SL / RECEIPT #: rSUB-D. a , DATE: .:. 1996 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681.4675 P541 t/5 S Please complete for. ? all commercial/industrial buildings. mufti-family buildings when separate permits are M required for each dwelling unit. DATE: y-N\?-C Bs CONTRACT PRICE: WORK TYPE: NEW CONSTRUCTION -,L- INTERIOR IMPROVEMENT r DWS,^CR4P ION OF WORK: J / v-K I l i5r izlris ull, I I r is Y j iOdJ lff c&yn 5 FEES: ? $25.00 min mum fee 2E 1% of contract price, whichever is greater. ? Processed piping - $25.00 ? State surcharge of $.50 per $1,000 of gait fee due on all permits. CONTRACT PRICE x 1% 1 ?b PROCESSED PIPING STATE SURCHARGE TOTAL SITE ADDRESS: --50 ? • Lf?) OWNER NAME: ?,J- Oe 5-&nJ V5 /& 1/§6/hQrELEPHONE #: TENANT NAME: (IMPROVEMENTS ONLY) INSTALLER: VOGT Kunw a AIR coNmrioN le ..:....... ,........ ADDRESS: 528000M MAVE ION aws SALE". twis S 9298787-SUNK M-011 ,.. CITY: STATE: ZIP -. PHONE #: SIGNATURE; GNU Q ?J? SIGNATURE OF PERMITTEE CITY INSPECTOR Contract No: Project No: ?Zy-r Submittal Date: AU A Q rT aJ, i9 9K CITY OF EAGAN GBP,C.'? 1 SEWER & WATER PERMIT RELEASE FORM PROJECT DESCRIPTION: Substantial Completion of Sewer & Water Date STEP I: PERMISSION TO HOOK UP WATER MAIN Lines Lamped and Acceptable "-®o 4Deflection Mandrel Test Passed ? Manhole Structures Properly Constructed (cstg, & cover, rings, cone, 1 ft, sections, final rim etting, & build and invert) /JInfiltration Test _? Properly Chlorinated & Flushed _/ Entire System Pressure Tested Entire System Conductivity Tested All Valve Boxes Accessible, straight & keyed All Valves Opened or Closed as Approp. / Bacteria test completed 0V.ICES STEP II: FULL USE PERMIT (OCCUPANCY) STORM SEWER Lines Lamped & Acceptable - CB Structures Properly Constructed (cstg & cover, rings, 1 ft. section, invert, final cstg. setting & build, DL-DR correctly set rings & cstg. set in full bed of mortar) Aprons, Dissipators & Rip Rap properly installed COMMENTS: STREETS Material Tests Checked & Passed (Conc. compressive strength & Air Content, Bitum. Extact & gradation, gravel base gradation). Utility Structures & Lines Clear & Free of Debris & Gravel (Gate Valves keyed) RECOMMENDATION: I herein verify that the tests and inspections indicated above have been successfully completed. Any deviations or exceptions are described in my comments. With this considered I recommend that permission to hook up or permis n for occupancy be granted as appropriate to the above indications. Signed ect by: i Public Works All Wye Locations confirmed All Curb Boxes Exposed, Set to Proper Grade & Marked w/Fence Post M E M O R A N D U M TO, JIM STURM, CITY PLANNER PAT GEAGAN, POLICE CHIEF JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL BILL AKINS, ELECTRICAL INSPECTOR D PUBLIC WORKS/ENGINEERIPIG/UTILITIES/STREETS RICE BRASCHR,,BWATERFRESOURCESR000RDINATOR FROM: DOUG REIaD, CHIEF BUILDING OFFICIAL DATE: 3 J /p -T y RE: PLAN REVIEW The _ preliminary construction plans forcre-ck& R a-t ? L are in our plan review section for your review and comment. Please return this form to Dale Schoeppner with your signed comments and the date of review ai1rO<r?urn phis(fnrril . _.m _r.- . < .. ... _., a _!: i... _.. e Yfntl Yi"?'rf23bL''t?V ::. If you have any objections to approval of these plans, it is your responsibility to notify this department. and resolve any problems with the affected parties. If you are requesting ontt the heissuance proper hold of the building permit be held, please fill request form. Thank-you. COMMENTS., 0/ l?f'-l? ? S/lr j hr CYe/t?-°'t C??•1aE?c? _ /r / ?1? /fQ? O?tc('7?i1C?uJ?iJCea({ 0 76 OJ// 4T?1<1 y o? ?,L?m r f ??' n v f ] ?j ?Jl(? W o?? .Q ?1l?p rnG Adj ?'C-d/fit r' ,211 l r Date Signature \N 3 FINANCIAL OBLIGATION - Eagandale LeMay Lake 4th Addition w. There are pay-off balances of special assessments totaling $33,582 on the parcels proposed for platting. The pay-off balance will be allocated to the lots and outlots created by the plat. There are no pending assessments on the parcels proposed for platting. . The estimated financial obligation presented is subject to change based upon areas, dimensions and land uses contained in the final plat. Based upon the study of the financial obligations collected in the past and the uses proposed for the property, the following charges are proposed. ,The charges are computed using the City's current fee schedule and the connection and availability of the City's utility system based on the submitted plans. - Improvement Use Rate Quantity Amount Lateral Benefit Water C/I $27.20/ff 44737 ff 12168 P 4 t January 20, 1994 Mr. Dale Schoeppner Construction Analyst City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: Metropolitan Waste Control Commission Mears Park Centre, 230 East Fifth Street, St. Paul, Minnesota 55101-1633 612 222-8423 The Metropolitan Waste Control Commission determined SAC for the Cracker Barrel Restaurant to be located within the City of Eagan. This project should be charged 22 SAC Units, as determined below. Charges: Restaurant (Full Service) 176 seats @ 8 seats/SAC Unit If you have any questions, call Jodi Edwards at 229-2113. Sincerely, jz'ra W, Roger W. Janzig Planner RWJ:JLE 94012052 cc: S. Selby, MWCC Carolyn Krech, Finance Department, Eagan Les Taylor, Cracker Barrel Equal Opportunity/Affirmedve Acton Employer SAC Units 22.00 1-2 1 -61 city of eagan bgofj. le Cloy L4f of THOMAS EGAN Mayor PATRICIA AWADA March 29 19W SHAWN HUNTER , SANDRA A. MASIN THEODORE WACHTER Council Members THOMAS HEDGES DESIGN & ENGINEERING City AdminMretor MS COLLEEN ATWOOD E. J. VAN OVERBEKE 4301 HILLSBORO RD #221 City Clerk NASHVILLE TN 37215 RE: <CRACKER BARREL RESTAURANT Dear Ms. Atwood: We have completed our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. It is our goal that this review will help you in complying with the applicable codes, and we are therefore requesting that the following items be addressed: 1. The general contractor's name and a valuation of the construction cost of the project are a requirement of the building permit application. 2. A letter from the Minnesota Department of Health indicating compliance with their requirements. 3. A detail indicating the bridging that is required for the 2 x 12 joists (see U.B.C.2506- h.) 4. The training room indicates an exit through the janitor's closet; this is prohibited (see U.B.C. #3303-e.) Removal of the movable partition could eliminate this problem. 5. Information regarding dumpster location and sprinkler protection (see section 11.302 in the 1991 Uniform Fire Code.) 6. A minimum clear aisle width of 44" is required (see U.B.C., section 3315(b) 2); it appears that the seating arrangement indicates chairs in this space. MUNICIPAL CENTER 8890 PILOT KNOB ROAD EAGAN. MINNESOTA 55172.1897 PHONE: (612) 681-4600 FAX (612)681.4612 TDD:(612)454.8595 THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunity/Aftlrmatlve Actlon Employer MAINTENANCE FACILITY 9501 COACHMAN POINT EAGAN, MINNESOTA 55122 PHONE: (612) 681-4900 FAX: (612) 681.4360 TDD. (612) 454-5535 7. The joist on each side of the fireplace opening must be doubled (see U.B.C.2517(d) 4. 8. Please supply riser details and calculations on the sprinkler system. 9. Combustion air will be required for the fireplace. 10. The grease interceptor must comply with the Minnesota Plumbing Code (see section 4715.1110.) Please contact Bill Adams, Plumbing Inspector for the City of Eagan, with any design questions. 11. A Special Inspections Final Report will be required before issuance of sa Certificate of Occupancy will be granted. If you have any questions or concerns regarding these items, please feel free to contact me at 681-4683. Thank you. Sincerely, ba '?Z Dale Schoeppner Construction Inspector (Building) DS/js cc: Doug Reid, Chief Building Official #b`dtVoFaagan THOMAS EGAN Mayor PATRICIA AWADA SHAWN HUNTER SANDRA A. MASIN July 29 1994 THEODORE WACHTER , Council Members THOMAS HEDGES CRY Aaminislialor NW MUTUAL LIFE INSURANCE CO E.J. VAN OVERBEKE MR DALE HUBER CI1Y Clerk 8400.NORMANDALE LAKE BLVD 41490 BLOOMINGTON MN 55437 Dear Dale- About a week ago, I discussed with you the need to change the addresses for the 1? Cracker Barrel restaurant and Hampton Inn now under construction. Our office has since spoken with Jane Poss of North Central Management in Middleton, Wisconsin and advised her of a decision made here in our office by the police department requiring them to change their address to 3000 Eagandale Place for health, safety and welfare reasons. This letter is to verify with you that the address for Hampton Inn will change to 3010 Eagandale Place effective immediately. If you have any questions on this, please don't hesitate to contact me. Sincerely, ?4nSeverson Secretary to Community Development JS MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN. MINNESOTA 55122-1897 PHONE: (612) 681 4600 FAX: (612) 681-4612 1DD: (612) 454-8535 TT (E LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal OpportunitylAffirmotlve Action Employer MAINTENANCE FACILITY MOO COACHMAN POINT EAGAN, MINNESOTA 55122 PHONE: (612) 681-4300 FAX: (612) 681-4360 TDD: (612) 454-8535 Oho o/ p4 TO: FROM: DATE: MEMO city of eagan DIANE DOWNS, UTILITY BILLING CLERK CLARK WICKLUND, ENGINEERING INTERN AUGUST 1, 1994 SUBJECT: R.E.F. COMPUTATION FOR 3000 EAGANDALE PLACE LOT 2, BLOCK 1, EAGANDALE LEMAY LAKE 4TH ADDN. CRACKER BARREL RESTAURANT I have computed the R.E.F.'s for Lot 2, Block 1, Eagandale Lemay Lake 4th Addition located at 3000 Eagandale Place owned by Cracker Barrel Old Country Store. The total R.E.F.'s are 15.7. My computations are based upon a site plan received April 6, 1994 prepared by Design and Engineering. The total area is 3.18 acres of which 2.436 acres is considered impermeable surface which equate to 77% impermeable surface area. Start to invoice Lot 2, Block 1, with your next scheduled billing. Clark Wicklund CW/je Serial # 141 1 Chip # G? 3 Cc S Permit # I yy ?? Address: j D rya 1 AGREE TO('?OM.PLy yy? CITY OF EAGAN nnnul..... L ., Signature: T I . 33L9/ to 9641-11 CITY OF EAGAN CASHIER: KIi TERMINAL NO: 131 DATE: 06!29!94 TIME: i3:38:04 ID: NAME: GRINNE_L CORP. 3716 91220 3/4' FIRE MTR 150.00 Total Receipt Amount: Z 150.00 CRO28680, USER ID: KAREN } ?C%c*:k%c:k%k*%k?? **???***?:kkt****kc?C?C#:k *k:???c?Xc Serial # y6L 6 9Z S6 1 Chip # O 3 Permit # Address: 1 AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES Signature: ??_ ?jyyU 6 &--e CI'T'Y OF EAGAN t KI°I 1 ERMiNAL NO ic? L'ATEr iQ/05/94 TIME, H13WO TI-IE CRACKER BARREL 306 9220 23 COMP LOOM MTI 1,540.00 306 9220 2" SPRINKLER 775.00 Total Receipt, Amount: 2,315.00 USER IDP KAREN mx ?????c*?*?*#?>k?a??k?k*?>K?>K?#?>K*:k???X*?*?*>k>k# Serial #C 9 Chip # Ci cL ?;Z, f ynon r{1{ Permit # Address: 3 c / va 9a n r , ??? I AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES Signature: C9 "gym j.Z is - 9 'Serial # d j- 7 3 j7 "~ Chip # IAU Liu Permit #_- 5r A. 5 ?lx??yY? EAGAN ti kP_ MEMO TO: JIM STURM, CITY PLANNER DALE WEGLEITNER, FIRE DEPARTMENT BILL AKINS, ELECTRICAL INSPECTOR JOHN VONDELINDE, SUPERINTENDENT OF PARRS PUBLIC WORKS/ENGINEERING DEPARTMENT UTILITY BILLING CLERK FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE: C'11104 SUBJECT: FINAL INSPECTION The Protective Inspections Department will be performing a final inspection of J010 k4GandalP_ - (c,c.e on 10114 /9 Al r0,fJ<er -13ayrej A Certificate of occupancy will be issued following our approval. If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. 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. 60# loud Wd£9:40 46-10-60 M9 L££ ZT9 %L6-8 Suite 1480 Lincoln Center 333 South 7th Strcct Minneapolis, MN 55402 (612) 339-5185 (612) 337-3249 FAX FACSIMILE COVER PAGE PLEASE DELIVER THIS INFORMATION TO: NAME: o bsL"^ rr FAX NUMBER: )tX t a" DATE: ~ J NUMBER OF PAGES (including cover page): THIS INFORMATION CAME FROM: NAME: PW -;Wes. TELEPHONE NUMBER: (61 COMMENTS: 80/lWal Lip 0bt9t t0-60•b66t 6#039 LEE at9 S1CIJ OlInt Wat:w N N ?r m 0 .o I 0 1 Q, P P P ro K b O O N m bli:IM bF lit. teat riinlt OF r1l LE8• nfdo% CmLc4TY, tAIJ. ? ?P'Cl.?!'!\?'•I. . " \Q4t, .. _ __ .. ... _ ' .`,: C(,17TPQ:D ti]IA' 71G.N7TIR1': T'• Q'LaipilD.1F.NR ]?iJ1J.j}yY': • ?_ '\ .,/; -.' : , . ?;;1 /?+ .3'7/: •: --. . .. y.21?!?: - ' - . _ - mmr ON 01 a , „ rm. ?• III: 0? . zw- - 17[X, O tr1C'N `.(YAf 8 N[ k 1. 's• - - :. UC-ZG .. . is . ' IEfVlY E: V" - - m N to 10 b B N m • q??- •1 1 i 'n . i43 f 41hf SiT1{ I . .' .... •. . . ,. L} . ter':' +.5:. - :: >'1?: ?• •'i. ?a ?'?:::5 ti?• - 8£# IOOd rtd£O:to t6-6I-t0 DESIGN and ENGINEERING FACSSMILE TRANSMITTAL DATES 41 d 44 TO. V L .?L.t 1 C}Q ?7JP?' a VAX: m q. • 45-+. `?J? 2, ? 7?' 40 (2- RE s PAGES (INCLUDING COVER SHEET): 10 SHOULD YOU NOT RECEIVE ANY PART OF THIS TRANSMISSION, PLEASE CALL 615/269-4377. OUR FAX NUMHER IS 615/297-3326. 4301 Hilfsboro Rood, Suite 229 • Nashville, IN 3721S • 615/269-4277 %56-a ?4?'v- l? FROM: DEMON AND ENGINEERING; 4301 HILLSBORO ROAD SUITE 221 NASHVILLE, TN 37215 10 'd 9t *l 3fU G8-81-Ndd eE# Zooa Wdeo!roo 9s-61-vo UESIG"P141 and Own IRV= Aywcmaa NO= AND ? f Noigm- April 18, 1994 Mr. Dale Schoeppner Building Inspector City of Eagan 3830 Pilot Knob Rd. Eagan, Minnesota 55122-1897 Fax 612.454-8535 RE: Cracker Barrel old Country Store, Inc. Eagan, Minnesota Dear Mr. Schoeppner, This correspondence is in response to your review letter dated March 29, 1994 regarding the above referenced project. This letter shall be copied to the Cracker Barrel Project Manager and shall be forwarded to the Contractor and shall be considered as a portion of the construction documents. Item #1 The project is currently bidding. The general contractor's name along with the cost of the construction will made available to you as soon as the successful bidder is selected. Item #2 We have contacted Mr. Mike Gionati at the Minnesota State Health Department. Mr. Gionati indicated that a letter was forthcoming regarding his review. I will forward his comments along with our response as soon as I receive and address his questions. Item 43 Bridging for 2 X 12 joists may be omitted per 2506(h) 4.(ii). The compression edga of the member is supported a / U 5 throughout its length by the roof sheathing and the end ?o! 4? bearing points are held in place with a Simpson A-23 anchor to prevent rotation. Item #4 Door #13 shall be o.-.fitted and shall remain a cased opening. %rs=8 item #5 See the attached letter from Entech Engineering regarding fire protection at the dumpster area adjacent to the building. Dry side wall heads shall be added to the sprinkler system. 4301 Hillsboro Road, Suite 221 s NaSMAlle. TN 37215 • 615/269-4277 ZO'd WE BU V611-M 8£fi £OOd wd£0:40 T6-61-40 Item #6 The tables have been adjusted in the dining room area at the walk thru area between Dining "A" and Dining "H" to permit the 31-B" clear aisle. Item #7 The joist on each side of the fire place opening has been doubled. See attached drawing. Item 08 Once a successful bidder has been selected a sub- contractor shall also be selected. This contractor shall be a licensed sprinkler contractor in the state of Minnesota and shall be responsible for designing, sealing and obtaining permits for the sprinkler system. Approvals and permits shall be obtained from your office before any work on the sprinkler system shall commence. Item #9 -See the letter from Entech Engineering regarding combustion air at the fireplace. Item 010 I have contacted Mr. Bill Adams regarding the design of the grease trap. I will forward and comments or revisions to you when they are available. Item #11 A Special Inspections Final Report shall be provided to your office before issuance of the Certificate of Occupancy will be granted. Should you have further questions regarding these issues, please contact me at your convenience. cerel o een oo Architect Design and Engineering cc: Ted Tillman %96-a £0'd 97:61 3U N-61-M M ? i4 NIL S _ S A C3 AM LINE f7ZHOVE SOW _ GIER AN AREA ONLY, 17 BEAM DETAIL SCALE a 3/4' = I' - 0' STEEL COLRA' K SEE PLANS FOR SIZE COLUMN C 04 TAD. = 13'-2" ABOVE 0.00' 2X12 BLOGCIN6 -? . 2X12 WOOD m a T.0.5. = 12'-1 u? PROVIDE 1/8' THK. x 3' WIDE ANGLE WJ 4" LEOf WELDED TO BOTTOM OF ALL SEAMS ADJACENT TO COLUMNS 20% 2G, 2F, 24 2M, 2N 3A, 3C, 3F, 3L, AND 3N (2a 2,20-C-, 2a-F, 2o-4„ AND ON ?lo? IIDED OHJ9 r PLYWOOD DECK. SEE ARCH. VHOS •- 51WSON A23 ANGLE W/ (A) IOd NAILS, NEAR 51DE ONLY a EA. JOIST 9Re (TrP) -r? *+ .0 ©r- 9 3/b" FL W/ (3) 3/4" BOLT5 PR. TR. 2X6 - WOOD PLATE SEE DETAIL II15-3 FOR NAILING PATTE2N STEEL SEAM. SEE PLANS FOR SIZE TYP JOIST/3EAM CONNECTION a FRONT d&6 DETAIL t?? JJ SCALE L 3/4" = I' - O" SAY{'-GOT OONTRA4T[ON JOINT 1 114" DEEP. FILL JOINT WITH SEALER. Z c - 2 R • ? V, '1 N wF: V ./ V K K M1 3 i 3 ?m?LU MEMO tai.... U m m M l? a K ? 0. 0. 0 a O a o m m 0 V? nWn x 6£# good Ptd£0:40 96-61-40 %g6-g ar, April 8, 1994 Ms. Colleen Atwood Design & Engineering 4301 Hillsboro Road Suite 221 Nashville, TN 37215 RE: Cracker Barrel Old Country Store City of Eagan Plan Review Letter dated March 29, 1994 Dear Colleen: Please find listed below our responses to each of the applicable items in the above referenced review: 5. Comment: Information regarding dumpster location and sprinkler protection (see section 11.302 in the 1991 Uniform Fire Code.) Response: The sprinkler contractor is to provide four dry sidewall heads to . protect the area containing the dumpsters. 9. Comment: Combustion air will be required for the fireplace. Response: According to the definition in UMC 1991, the Dining Area containing the fireplace is an unconfined space. Table 6-A indicates that all combustion air may be provided by infiltration. Additionally, adequate outside air is provided to the space through the rooftop units and the building is maintained under a positive pressure. Reference Air Balance Schedule on Sheet M1. Consulting Engineers 3401 West End Avenue - Suite 610- Nmhville, Tennewee 37203 (615)383-0807 • Fax (615) 3650007 90'd i J:M 3M b6-61-110 asst sooa NIaso=9o ro6-6l-roo Page 2 If you have any questions regarding the above, please contact our office. Sincerely, ENTECH ENGINEERING, INC. 4MAchell D. Simpson /lb %5 6 =Ei 90'd 8V:VI 3M V6-61-8dB w 600d warn: b0 V6-6I 5EE DTL. 4/A --T FOR DEW SM 12/A4 POR OPA4E 5EE NOTE 04 -^-. _.. F-1 F-I F-1 F-I 19 j ill DINING 8' 21 Aa IL F m F"I F-1 /TN IW 60 'd PAN510H T m W 0 E'WAI OW T i INT5 BESM 09*1 RU V6-6I-8dd 2 rg" -b I " I 2 I/2" 6' 1/4" 121120 } A Al 1 C IN G "ST T 19 ? - i RT 2 ? MOP mm i N RTU I •r x r `? rr?. A-e x x Mal )q cpat ... .... .. .... h!!?4 ) ii n 1 1?d III i 11 .?I n / 1 n 41 n w T / AI T tl n[ f 1_011 V f lull i/ " f272xf2 Eft mems A E 3 ? 14 p3 f C4 HC w 5-3 (NA Of__ PR OP :.s Ph U : 5 GO d -7 • 11lL I I 4 t X 14 ? 6 7 8 A 1 11 12 !3 14 16 IZ t9 I 11E rp PLA ] Eft . pp QP GO AfL I 4' W?fi DOM i :2 X 2 I 0 " O 0 n. LO CO w F rn 1 m a !a! H y ct I- a t_a 1 1 D C-- S 3. q t 7 I T7 1F c• r mat 1 o r-t +-, F t e= e= t Name:C.R:ACKER BARREL RESTAURANT Date:3 JUNE 1994 System No.:KITCHN Loc at i on : I-35E & LONE OAK ROAD EAGAN MN C:ontractcr:GRINNELL FIRE PROTECTION INC. Telephone: 612-544-8700 - 7656 WEST 78TH ST MPLS. MN 55439 Calculated By:R. POLOS Contract No.:36-3837556 Construction: BAR JOIST\ WOOD Drawing No.:1 OF 1 Occupancy: RESTAURANT Ceiling Height:VARIES ?ysst t-- in I3e=ss 1 0" Code: Review Agency:CITY OF EAGAN Area of Sprinkler Operation:1500 System Type:WET Density :gpm/sq.ft.7:.15 ---------------------------------------- Area Per Sprinkler:VARIES I Sprinkler or Nozzle Hose Allowance gpm Inside: 1 Make:CENTRAL Model:PENDENT Hose Allowance gpm Outside:250 Size:3\4" & 1/2 K:-factor:11.1 Rack: Sprinkler Allowance: Temperature Rating:165 LA I ai t 1 7-• r"t , t m M a V- y Requires 670.5 gpm at 60.97 psi at CITY CONNECTION Interior C-factor:120 Underground C-factor:140 ------------------------------------------------------------------------------- Water Supply Test Information Test by:C:ITY Date:1992 Time: Lr_cation:1169 INDUSTRIAL RD Elevation: Static Pre5sure:65 Residual Pressure:55 Flow:2720 E3 t •_•r pct e= Dc-st a 1 1 s Pump Data Type: Elevation: Rated Psi: Rated Gpm: Well Proof Flow: Tank Data Elevation: Size: Commodity: Class. Location: Storage Area: Storage Height: Clearance to Ceiling: Single, Double, or Multi Row: Aisle Width: Pallet Type: Encapsulated?: Storage Method: %Solid Piled: Longitudinal Flue Spacing: Horiz.Barriers Provided?: %Palletized: %Rack. Transverse Flue Spacing:R CONTRACT NO.? owl 0 NAME & LOCA MULTIPLY S m m FIRE PROTECTION CO. SHEET NOlOF-L . DATE „ 1LE BY ? a a _ o m m Z T m W J Q F U N J a J 7 N h a a' n N a Vl a O ------------------------------------------------------------------------------- :xaamaasaasaaaasaamaaasasssaasasaaaaaasaaaaaasasassaOasaaasaaaaaaaassasaaassssaa S U M M A R Y O V H Y D R A U L Z C C A L C U L A T 2 0 N S E' C3 R C RAC KE R F3ARRE L RESTAURANT I-35E & LONE OAR ROAD RAGAN MN Job No:36-3837556 ------------------------------------------------------------------------------- :asmaasaaaaasaaasaaassssmasaaaaasaaasasaaaasasasaamsaasaasasaasaasaaasasasssaasa submitted ]By GRINNELL FIRE PROTECTION, INC. 7656 WEST 78TH STREET MINNEAPOLIS NN 55439 ------------------------------------------------------------------------------- resign Specifications Water Supply Information System Demand -------------------- lensity : 0.150 -------------- 65.00 psi @ ------------ 0.00 gpm ------------- 60.97 psi resign Area: 1500.00 55.00 psi @ 2720.00 gpm @ 420.5 gpm + 250.0 gpm Hose Tot a l Demands 6 7 0. 5 cJpm @ 6 0. 9 7 L pm i System ssaety fa ctor: 3 .27 psi lotea: ist of Fitting Abbreviations xample: "E2TC" m one Std. Elbow, two Std. Tee and one Check Va ode:Description Code:Description Code:Description Code:Description A : Alarm Va H : O V B : Butt'flyVa I : P : W : C: Check Va J s Q : X: D : DryPipeVa R : R Y E. Std. Elbow L. LongTurnZ1 9 s S v ne l...,e Ile r . voauyo .a_ u ra . m a c?a Mm^ • ui.u. avv G Gate Va N U . Calce By. RAY POLOS Checkeds 3 JUNE 1994 Pages 1 Ser:*310128* Hypercalc Program by Crow ey Design Group, (215)-337-7060 O"rrk mry OE SVrirx3cl*!tx- .tria Hosea 3F1owm Job Nos36-3837556 CRACKER BARREL RESTAURANT )esign density: .15 ;uppiied flow and pressure is based on 60.97 psi available at supply 'alculations ( 64.25 psi is actually available ) performed by velocity pressure method tef. PRESSURE K FLOW Percent Ref. It. Pt Pv Pn Factor Actual Minimum Excess Pt. -ass saaaas sssas 20 08 asasas 20 08 saxasaa maaaas amasaaa aaaamam aaa . . 5.60 25.1 18.0 39.48 1 .0 22.05 22.05 11.10 52.1 38.4 35.78 10 2 15.39 15.39 11.10 43.6 38.4 13.58 12 4 19.83 19.83 11.10 49.4 38.4 28.68 14 5 25.71 25.71 11.10 56.3 38.4 46.68 15 19.38 19.38 5.60 24.7 18.0 37.28 2 20.93 20.93 5.60 25.6 18.0 42.28 3 21.67 21.67 5.60 26.1 18.0 45.08 4 30.95 2.38 28.57 5.60 29.9 29.4 1.78 6 11.95 11.95 11.10 38.4 38.4 0.08 7 19.73 19.73 11.10 49.3 38.4 28.48 9 Calcs By: RAY POLOS Checked: 3 JUNE 1994 Page: 2 Ser:*310128* Bypercalc Program by Crowley Design Group, (215)-337-7060 Loop Sala.ncea Suitunary Job No:36-3837556 CRACKER BARREL RESTAURANT aaxmmamsssamamasxeamasxaamascaamsaaxxxaaasaxaamsmamaaaaasaxcamaaaasaaxxxaaaascxas L oop 1 Friction i c>s as a s 11 »»>6B ««<21 »»>18 »»>17 »»>16 »»>ll +0.00 -10.31 +3.27 +4.51 +1.70 +0.84 Potals : +losses: 10.32 -looses: 10.31 imbalance: 0.01 Calcs Bye RAY POLOS Checked: 3 JUNE 1994 Page: 3 Sert*310128* Hypercalc Program by Croey Design Group, (215)-337-7060 Path Summary Printout for CRACKER BARREL RESTAURANT Job No:36-3837556 3 JUNE 1994 System:AREA 1 Drawing:l OF 1 Path No a 1 HEAD # 1 led by path No.11 ....o ...............................e....e.............................................................................._. let Slav. Pressure (Psi) x Plor (9w) Value Dian. Actual Pitting Fitting Total Prict.Loss Slev. Loss next Ref -t. ft. Pt PT Pn Factor Added Total fps in. Length Smeary Length Length verat Total Psi (ft.) Press Pt. (C-120) 9.00 20.08 20.09 5.60 25.1 25.1 8.39 1.104 10.00 2AT 9.00 19.00 0.154 2.93 -0.43 (-1.00 )22.58 lA A 10.00 22.99 •••••• P a t h No a 2 HEAD # 2 ad by path M.il '.of Slav. Pressure (Pei) x^ VIM ?(gpa) •Velaa DIse. Actual Pitting Pitting Total Frict.LOss?s Slav. Loss Next rSet 't. ft. Ft Pv Pn Factor Added Total fps in. Length SomAry Length Length par.ft Total Psi (ft.) Press Pt. (C.120) 9.00 19.38 19.35 5.60 24.7 24.7 5.24 1.104 2.00 ST 7.00 9.00 0.150 1.35 -0.43 (-1.00 (20.30 2A A 10.00 20.30 •••••. Path No a 3 HEAD # 3 ad by path No.11 of Slav. Pressure (psi) x Flow (gpa) Veloa Dim. Actual Pitting Pitting Total Prict.Loss Slav. Luse Next Rat t. ft. Pt Pv Ph Factor Added Total fps in. Length Sumery Length Length per.ft Total Psi (ft.) Prue Pt. (0.120) 9.00 20.93 20.93 5.60 25.6 25.6 8.57 1.104 2.00 RT 7.00 9.00 0.161 1.44 -0.43 (-1.00 )21.94 3A A 10.00 21.94 •••••• Path Noa4 HEAD # 4 ad by path Noll of Slav. Pressure (psi)?x plus (am) Valoo Dim. Actual Pitting Fitting Total •Frict.Loes v31". Lose Next Ref .. ft. Pt PV Pn Factor Added Total fps in. Length Sumery Length Length per.ft Total Psi (ft.) Press Pt. ..v....fv_..._0..._.p......N...I.._u ......... ....I..u.I._....r•.M.....YV_.........Y.._a...YS...aY_.w...vw (0220) 9.00 21.67 21.57 5.60 26.1 26.1 9.72 1.104 2.00 ST 7.00 9.00 0.166 1.49 -0.43 (-1.00 122.73 4A 1 10.00 22.73 •-•••• - Calce By:RAY POLOS Checked By: Page: P-01 Ser:*310128* Bypercalc Program by Crowley Des gn Group. (215)-337-7060 lath Summary Printout for CRACKER BARREL RESTAURANT rob No:36-3837556 3 JUNE 1994 System:AREA 1 Drawing:l or 1 Path Na s 5 HEAD # 6 ad by path Bo.12 ........................................................................_..... ......... ._...........e.................. Of Slav. Pressure (psi( R Flow (qpa) Value Diu. Actual Pitting Pitting Total Ptict.LOee Slav. Loss Bert Rot t. ft. Pt Pv Pn Factor Added Total fps in. -Length Suamary Length Length per. ft Total Psi (ft.) Press Pt. .....m............e ......................m........o.................:...e.e..........o...... ............... .......... (C-120) 5.00 11.95 11.95 11.10 30.4 38.4 12.83 1.104 5.00 IT 7.00 12.00 0.339 4.06 -0.43 (-1.00 )15.58 8 9.00 15.58 -•^•^• Path No s 6 HEAD # 7 d by path 60.12 . • •' • . x1 Slav. Pressure (psi) R Flaw NPm)V*100 Dim, Actual Pitting Pitting Total Frict Less Blov`•Loss •aNext'•Rat ft. Ft Pv Pn Factor Added Total fps in. Length eu®ary Length Length per.ft Total Psi (ft.) Press Pt. (0.120) 0.00 19.73 19.73 11.10 49.3 49.3 9.53 1.492 3.00 VT 9.00 12.00 0.142 1.70 -0.43 (-1.00 121.00 9A 1 9.00 21.00 AAA+AA ?atli 'No a 7 BEAD # 8 -d by path 60.12 .................................................................................................. of Slav. Pressure (psi) S Flow (am) VOIW Diu. Actual Fitting Pitting Total Prict.Less Slav. Loss Nest Rot .. ft. Pt Pv Pn Factor Added Total fps in. Length summary length Length par.ft Total Psi (ft.) Press Pt. ....e..e .........................................................w.....o.................. ............... .............. (C-120) 8.00 22.05 22.05 11.10 52.1 52.1 17.42 1.104 3.00 IT 7.00 10.00 0.597 5.97 -0.43 (-1.00 )27.50 10A N 9.00 27.59 ...•.. ?ath No28 HEAD # 9 d by path Ro.15 . . • f Slav. Pressure (psi) R Plow (gpm) veloc Diem. Actual Pitting Pitting TotalPrict.Lcee Slav. Loss Next Rot ft. Pt Pv Pn Factor Added Total fps is. Length susmary Length Length Perat Total VOL (ft.) Press Pt. ..aor...........m...e.e.....a .............r.e....ea.m..u.....v.v.s.........a.....:.....a.........oo. (C-120) 8.00 15.39 15.39 11.10 43.6 43.6 14.56 1.104 3.00 28 4.00 7.00 0.428 3.00 -0.43 1-1.00 117.96 13 9.00 17.96 ^+•••• Calce By:RAX POLOS Checked By: Page: P-02 Ser:*310128* Hypercalc Program by Crowley Dees g-n Group, (215)-337-7060 lath Summary Printout for CRACKER BARREL RESTAURANT rob Nos36-3837556 3 JUNE 1994 SystemsAREA 1 Drawing:l OF 1 P43t1'l No z 9 HEAD # X O ed by path Ho.13 'ef Elev. Pressure (Psi) E Flat (am) veloo Vim, Actual Pitting Fitting Total Fr;ct.LOSS Elev. Lose Next Rat t. ft. Pt Pv Pn Factor Added Total fps in. Length eumerp Length Length per.ft Total Psi (ft.) Press Pt. (0.120) .... 4 9.00 19.83 19.83 11.10 49.4 49.4 16.53 1.104 3.00 ST 7.00 10.00 0.541 5.41 -0.43 (-1.00 )24.81 1" 4A 9.00 24.91 AA.... Pa't2z No a 10 HEAD # 13. ad by path No.13 ..............e....eo...........__...... .....e.....e.....__...._..?.... of Blue. Pressure (psi) B Plow (9pm) veloc Glam. Actual Pitting Pitting Total Frict.L98s Elev. Lose Next Ref t, ft. Pt PT Pn Pastor Added Total fps in. Length eunsary Length Length perat Total Psi (ft.) Press Pt. (C_120) 5 8.00 25.11 25.71 11.10 56.3 56.3 18.91 1.104 3.00 ET 7.00 10.00 0.680 6.88 -0.43 (-1.00 )32.15 15A 5A 9.00 32.15 ..AA.. pml--k1 No 11 L,xNE # 1 ad by path Bc.14 ,eds Pathtl at Pt,IA . Patha2 at Ptt2A , Farhat at Pta3A , Patha4 at Pt,4A ..........................w.a......_....e......._..... ........ _....w........ .......... ......__....... ,f ties. Pressure (psi) R Flow (gpm) value Vim. Actual Fitting Fitting Total Prict.Loes Elev. Loss Next Ref .. ft. Pt Fv Pa Factor Added Total fps in. Length Sum my length Length per.ft Total Psi (ft.) Press Pt. (C.120) i 10.00 20.30 20.30 24,7 8.24 1.104 11.00 11.00 0.150 1.64 21.94 3A 10.00 21.94 21.94 25.6 50.3 7.20 1.687 9.00 9.00 0.071 0.64 22.58 lA 10.00 22.58 22.58 25.1 75.4 10.79 1.687 1.00 1.00 0.150 0.15 22.73 4A 10.00 22.73 22.73 26.1 101.5 14.53 1.687 12.00 2E 8.00 20.00 0.260 5.19 0.43 ( 1.00 )28.35 5 9.00 28.35 28.35 101.5 14.53 1.687 2.00 T 8.00 10.00 0.260 2.60 30.95 6 9.00 30.99 2.38 29.57 5.60 29.9 133.4 18.81 1.687 9.00 IT 12.00 21.00 0.419 8.60 39.75 6A 9.00 39.75 .•.... '43th No z 1 2 L=IJE # 2 d by path No.14 ads PathtS at PtaO , Patha6 at Ptn9A , Patht7 at PtaIOA .......................... a.......... r................. ............................ ............... ......r.........?_..... f Elev. Pressure (Psi) E Flow (9Pm) value pies. Actual Pitting Pitting Total Prict.Loss slay. Loss Next Ref ft. Pt PV Pn Factor Added Total fps in. Length Eusnary Length Length par.ft Total Psi (ft.) Prase Pt. (C-120) 9.00 15.59 15.58 38.4 12.83 1.104 16.00 16.00 0.339 5.42 21.00 9A 9.00 21.00 21.00 49.3 87.7 16.95 1.452 16.00 15.00 0.411 6.59 27.58 10A 9.00 27.58 27,50 52.1 139.6 20.01 1.687 10.00 287 16.00 26.00 0.470 12.23 39.80 11 9.00 39.80 .AAAAA Calcs By:RAY POLOS Checked Hy: Pages P-03 Ser:*310128* Hypercalc Program by Crowley Des gn roupe (215)-337-7060 lath Summary Printout for CRACKER BARREL RESTAURANT rob No:36-3837556 3 JUNE 1994 System:AREA 1 Drawing:l OF 1 Path No a 1 3 I,=NE # 3 ed by path so.34 code Paths$ at Ptn13 , Patht9 at Ptt14A, Pathtl0 at Pt u3SA .................................e.............v..........s..................oe........ .o..a..........e.............. of slaw. Pressure (pal( R rlow (Open) Valor Dlam. Actual Pitting Pitting Total Prict.Loss Blow. Lome Bert Rat t, ft. Pt PT Pn Factor Added Total fps in. Length summary Length Length per.ft Total Pei (ft.) Prase Pt. (C-120) 3 9.00 17.96 17.96 43.6 14.86 1.104 16.00 16.00 0.428 6.65 24.91 14A 4A 9.00 24.81 24.91 49.4 93.0 17.97 1.452 16.00 16.00 0.459 7.34 32.15 15A 5A 9.00 32.15 32.15 56.3 149.3 21.37 1.687 8.00 T 8.00 16.00 0.530 9.48 40.64 16 6 9.00 40.64 ^^•- Path No s 14 MAYN r Bi7LK , VA . ASOW rlnuipal path . ends Pathtil at Ptt6A , Pathn12 at Pttll , PAtht23 at Pttl6 , Patht15 at Ptn21 .... ........ ......... .............. ....... .............r....v....e.... ......o..... ......m...o.........m.............. of Blew. Pressure (pal( R Plow (9po) Valoc Dim. Actual Fitting Fitting Total Prict.Leee Blew. Loss next Ref t. ft. Pt FT Pn Factor Added Total fps in. Length Summery Length length Por.ft Total Psi (ft.) Press Pt. (C=120) A 9.00 39.75 39.75 131.4 5.04 3.260 3.00 3.00 0.017 0.05 39.80 68 0 0.00 39.00 39.80 -147.9 -16.5 0.63 3.260 4.00 4.00 0.000 -0.00 39.80 11 1 9.00 39.80 39.80 139.8 123.3 4.91 3.200 23.00 48 28.00 51.00 0.016 0.94 40.64 16 6 9.00 40.64 40.64 149.3 272.6 10.45 3.260 12.00 23 14.00 26.00 0.065 1.70 42.33 17 7 9.00 42.33 42.33 272.6 10.45 3.260 55.00 2B 14.00 69.00 0.065 4.51 46.84 18 9 9.00 46.84 46.84 272.5 10.45 3.260 43.00 8 7.00 50.00 0.065 3.27 50.11 21 1 9.00 50.11 50.11 147.9 420.5 16.12 3.260 6.00 8 7.00 13.00 0.146 1.09 52.00 TOR OR 9.00 52.00 52.00 420.5 16.12 3.260 5.00 S.OD 0.146 0.73 1.74 ( 4.00 )54.46 VAL AL 5.00 54.46 54.46 420.5 18.20 3.068 2.00 OC 17.00 19.00 0.196 3.72 1.30 ( 3.00 )59.40 PLO (C-140) LO 2.00 $9.49 $9.48 420.5 4.54 6.140 100.00 BO 22.61 122.61 0.005 0.62 0.87 ( 2.00 )60.97 ONO No 60.97 •^•^^^ Path Nos 1 5 LOOP L ZNO ad by path So.14 of Blew. Promeurm (psi) R Flow (90m) Valets Dim. Actual Fitting Pitting Total •Frict.Lomm • Blow. Lome Next Ref t. ft. Ft PV Pn Factor Added Total fps in. Length Summery Length Length per.ft Total Psi (ft.) Press Pt. =....o.....o.......e .............o......................... ......o.... .......................................... ......... (C-120) 9.00 39.80 39.80 147.9 12.99 2.154 $0.00 BT 15.00 65.00 0.159 10.31 30.11 21 9.00 50.11 ^••^^. F C y ci r as u l i? D e= ss i Ca F-1 I ri fi cz. I- M as t ± K--- 81-: C-- C-- t Name:CRACKER BARREL RESTAURANT Date:3 JUNE 1994 System Nu.:KITCHN Loc at i on : I -35E & LONE OAF: ROAD EAGAN MN Contractor:GRINNELL FIRE PROTECTION INC. 7656 WEST 78TH ST MPLS. MN 35439 Calculated Py:R. POLOS Contrac Construction: PAR JOIST\ WOOD Drawing Occupancy: RESTAURANT Ceiling E3yss-t e?m I::*--- ss i q n Telephone: 612-544-8700 t No .:36-3837556 No.:1 OF 1 Height:VARIES Code: Review Agency:CITY OF EAGAN Area of Sprinkler Operation:1500 System Type:WET Density :gpm/sq.ft.7:.15 1--------------------------------- Area Per Sprinkler:VARIES Sprinkler or Nozzle Hose Allowance gpm Inside: I Make:CENTRAL Model:PENDENT Hose Allowance gpm Outside:250 1 Size:3\4" K-factor:11.1 Pack Sprinkler Allowance: 1 Temperature Rating:165 C?a 1 .- u:l oat i .1 r: S?tmma3r y Requires 348.0 gpm at 61.44 psi at CITY CONNECTION Interior C-factor:120 Underground C-factor:140 Water Supply Test Information Test by:C:ITY Date:1552 Time: Locati.on:1165 INDUSTRIAL_ RD Elevation: Static Pressure:65 Residual Pressure:55 F1 caw: 2720 S -t •-. r a q ? Commodity: Location: Storage Height: Single, Double, Pallet Type: Storage Method: D*-- ta;ilssc or Multi Row: %Solid Piled: Longitudinal Flue Spacing: Horiz.Parrier5 Provided': ---------------------------------- 1 Pump Data 1 Tank. Data 1 Type: Elevation: Elevation: 1 Size: 1 Rated Psi: 1 1 Rated Gpm: 1 1 Well Proof Flow: 1 Cl ass: Storage Area: Clearance to Ceiling: Aisle Width: Encapsulated'': %Palletized: %Rack: Transverse Flue Spacing:R CONTRACT NO.3iff"W(O NAME a LOCATION S.1. 43 ? 0 0 O- 0 N MULTIPLY 0 FIRE PROTECTION CO. SHEET NO-LOF-L DATE kLE BY EA 4=+=%j A 0 O N _ O N 00 2 r m W J Q U N J a J 2 S a c? h s x a t4 LJO O 6 n:l -------------------------------------------------------------------------------- e=caxaraarxa=acaasacaacaressaxramscaaxxa=mamaemsaass=sxmsemmamrs=s=smamsarmsscsmcsr S U M M A%, It Y O F H Y D R A U T. 2 C C A L C U L A T Z O N S F C3 R C RAC KE R BARREL RE S TAURA A NT 1-35E & LONE OAK ROAD EAGAN MN Job No:36-3837556 •------------------------------------------------------------------^------------ :c=msrassamsammaaxaaaaaxmamraaammmmmasaamamxamascaxmammasramaccaxascmaarsxmascxa Si1bsnittt4ftc3 Sy GRINNELL FIRE PROTECTION INC. 7656 WEST 78TH ST MPLS. MN 55439 -------------------------------------------------------------------------------- )esign Specifications Water Supply Information System Demand )ensity s 0.100 65.00 psi @ 0.00 gpm 61.44 psi )eeign Areas 1500.00 55.00 psi @ 2720.00 gpm @ 298.0 gpm + 250.0 gpm Hose Totes 1 DBmarncl z 5 4 8. 0 gyam @ 6 1. 4 4 ?s L Cotes: ,ist of Fitting Abbreviations :xample: "E2TC" m one Std. Elbow, two :ode:Description Code:Description A : Alarm Va H s B : Butt'flyVa I C : Check Va J D : DryPipeVa K : E : Std. Elbow L : LongTurnEl F : Deluge Va_ M O ? Gate Va N Std. Tee , and one Check Va Code:Description Code:Description O V . P : W 4 x : R s Y : S : Z T Std. Tee v. %-aics ay: x. rvbuz unecxea: 3 junz ivv4 rage: z Ser:*310128* Hypercalc Program by Crow ey Design Group, (215)-337-7060 LQc>V Sri Xmm4=e3 sumnnmry Job No:36-3837556 CRACKER BARREL RESTAURAANT saasaaaaaasasssaaaassaaaaaaaxxxaasaasaaxxaxasxaaaaaasaaxsxsaasaasxsassaaassaaasa :4 LCO 1 Friction 1oe«®e! . 1 ««<6B ««<21 »»>18 »»>17 ««<16 <<<<<Il -0.09 -4.02 +1.99 +2.75 042 0.43 'otals +lossest 4.74 -lossee: 4mbalance: -0.01 ?? r caics nys X. rvi.vn unecaeas s UUNZ ayyti rage: a Ser:*310128* Hypercalc Program by Crey Design Group, (215)-337-7060 annot find line 38 38 on path:3 annot find line 38 40 on path:3 Summary o:E Sprin3clear and Hos4m Flows Job No:36-3837556 CRACKER BARREL RESTAURAANT esign density: .10 upplied flow and pressure is based on 61.44 psi available at supply ( 64.48 psi is actually available ) ef. PRESSURE K FLOW Percent Ref. t. Pt Pv Pn Factor Actual Minimum Excess Pt. === ====== ===== ====== =_____= s=c=at= _______ ======= sea 0 7.00 7.00 11.10 29.4 29.4 0.08 30 1 9.98 9.98 11.10 35.1 29.4 19.48 31 2 13.35 13.35 11.10 40.6 29.4 38.18 32 4 7.36 7.36 11.10 30.1 29.4 2.48 34 5 10.49 10.49 11.10 36.0 29.4 22.48 35 6 14.02 14.02 11.10 41.6 29.4 41.58 36 8 12.34 12.34 11.10 39.0 29.4 32.78 38 9 17.39 17.39 11.10 46.3 29.4 57.58 39 H y ct I- a t_a 1 1 D C-- S 3. q t 7 I T7 1F c• r mat 1 o r-t +-, F t e= e= t Name:C.R:ACKER BARREL RESTAURANT Date:3 JUNE 1994 System No.:KITCHN Loc at i on : I-35E & LONE OAK ROAD EAGAN MN C:ontractcr:GRINNELL FIRE PROTECTION INC. Telephone: 612-544-8700 - 7656 WEST 78TH ST MPLS. MN 55439 Calculated By:R. POLOS Contract No.:36-3837556 Construction: BAR JOIST\ WOOD Drawing No.:1 OF 1 Occupancy: RESTAURANT Ceiling Height:VARIES ?ysst t-- in I3e=ss 1 0" Code: Review Agency:CITY OF EAGAN Area of Sprinkler Operation:1500 System Type:WET Density :gpm/sq.ft.7:.15 ---------------------------------------- Area Per Sprinkler:VARIES I Sprinkler or Nozzle Hose Allowance gpm Inside: 1 Make:CENTRAL Model:PENDENT Hose Allowance gpm Outside:250 Size:3\4" & 1/2 K:-factor:11.1 Rack: Sprinkler Allowance: Temperature Rating:165 LA I ai t 1 7-• r"t , t m M a V- y Requires 670.5 gpm at 60.97 psi at CITY CONNECTION Interior C-factor:120 Underground C-factor:140 ------------------------------------------------------------------------------- Water Supply Test Information Test by:C:ITY Date:1992 Time: Lr_cation:1169 INDUSTRIAL RD Elevation: Static Pre5sure:65 Residual Pressure:55 Flow:2720 E3 t •_•r pct e= Dc-st a 1 1 s Pump Data Type: Elevation: Rated Psi: Rated Gpm: Well Proof Flow: Tank Data Elevation: Size: Commodity: Class. Location: Storage Area: Storage Height: Clearance to Ceiling: Single, Double, or Multi Row: Aisle Width: Pallet Type: Encapsulated?: Storage Method: %Solid Piled: Longitudinal Flue Spacing: Horiz.Barriers Provided?: %Palletized: %Rack. Transverse Flue Spacing:R CONTRACT NO.? owl 0 NAME & LOCA MULTIPLY S m m FIRE PROTECTION CO. SHEET NOlOF-L . DATE „ 1LE BY ? a a _ o m m Z T m W J Q F U N J a J 7 N h a a' n N a Vl a O ------------------------------------------------------------------------------- :xaamaasaasaaaasaamaaasasssaasasaaaaaasaaaaaasasassaOasaaasaaaaaaaassasaaassssaa S U M M A R Y O V H Y D R A U L Z C C A L C U L A T 2 0 N S E' C3 R C RAC KE R F3ARRE L RESTAURANT I-35E & LONE OAR ROAD RAGAN MN Job No:36-3837556 ------------------------------------------------------------------------------- :asmaasaaaaasaaasaaassssmasaaaaasaaasasaaaasasasaamsaasaasasaasaasaaasasasssaasa submitted ]By GRINNELL FIRE PROTECTION, INC. 7656 WEST 78TH STREET MINNEAPOLIS NN 55439 ------------------------------------------------------------------------------- resign Specifications Water Supply Information System Demand -------------------- lensity : 0.150 -------------- 65.00 psi @ ------------ 0.00 gpm ------------- 60.97 psi resign Area: 1500.00 55.00 psi @ 2720.00 gpm @ 420.5 gpm + 250.0 gpm Hose Tot a l Demands 6 7 0. 5 cJpm @ 6 0. 9 7 L pm i System ssaety fa ctor: 3 .27 psi lotea: ist of Fitting Abbreviations xample: "E2TC" m one Std. Elbow, two Std. Tee and one Check Va ode:Description Code:Description Code:Description Code:Description A : Alarm Va H : O V B : Butt'flyVa I : P : W : C: Check Va J s Q : X: D : DryPipeVa R : R Y E. Std. Elbow L. LongTurnZ1 9 s S v ne l...,e Ile r . voauyo .a_ u ra . m a c?a Mm^ • ui.u. avv G Gate Va N U . Calce By. RAY POLOS Checkeds 3 JUNE 1994 Pages 1 Ser:*310128* Hypercalc Program by Crow ey Design Group, (215)-337-7060 O"rrk mry OE SVrirx3cl*!tx- .tria Hosea 3F1owm Job Nos36-3837556 CRACKER BARREL RESTAURANT )esign density: .15 ;uppiied flow and pressure is based on 60.97 psi available at supply 'alculations ( 64.25 psi is actually available ) performed by velocity pressure method tef. PRESSURE K FLOW Percent Ref. It. Pt Pv Pn Factor Actual Minimum Excess Pt. -ass saaaas sssas 20 08 asasas 20 08 saxasaa maaaas amasaaa aaaamam aaa . . 5.60 25.1 18.0 39.48 1 .0 22.05 22.05 11.10 52.1 38.4 35.78 10 2 15.39 15.39 11.10 43.6 38.4 13.58 12 4 19.83 19.83 11.10 49.4 38.4 28.68 14 5 25.71 25.71 11.10 56.3 38.4 46.68 15 19.38 19.38 5.60 24.7 18.0 37.28 2 20.93 20.93 5.60 25.6 18.0 42.28 3 21.67 21.67 5.60 26.1 18.0 45.08 4 30.95 2.38 28.57 5.60 29.9 29.4 1.78 6 11.95 11.95 11.10 38.4 38.4 0.08 7 19.73 19.73 11.10 49.3 38.4 28.48 9 Calcs By: RAY POLOS Checked: 3 JUNE 1994 Page: 2 Ser:*310128* Bypercalc Program by Crowley Design Group, (215)-337-7060 Loop Sala.ncea Suitunary Job No:36-3837556 CRACKER BARREL RESTAURANT aaxmmamsssamamasxeamasxaamascaamsaaxxxaaasaxaamsmamaaaaasaxcamaaaasaaxxxaaaascxas L oop 1 Friction i c>s as a s 11 »»>6B ««<21 »»>18 »»>17 »»>16 »»>ll +0.00 -10.31 +3.27 +4.51 +1.70 +0.84 Potals : +losses: 10.32 -looses: 10.31 imbalance: 0.01 Calcs Bye RAY POLOS Checked: 3 JUNE 1994 Page: 3 Sert*310128* Hypercalc Program by Croey Design Group, (215)-337-7060 Path Summary Printout for CRACKER BARREL RESTAURANT Job No:36-3837556 3 JUNE 1994 System:AREA 1 Drawing:l OF 1 Path No a 1 HEAD # 1 led by path No.11 ....o ...............................e....e.............................................................................._. let Slav. Pressure (Psi) x Plor (9w) Value Dian. Actual Pitting Fitting Total Prict.Loss Slev. Loss next Ref -t. ft. Pt PT Pn Factor Added Total fps in. Length Smeary Length Length verat Total Psi (ft.) Press Pt. (C-120) 9.00 20.08 20.09 5.60 25.1 25.1 8.39 1.104 10.00 2AT 9.00 19.00 0.154 2.93 -0.43 (-1.00 )22.58 lA A 10.00 22.99 •••••• P a t h No a 2 HEAD # 2 ad by path M.il '.of Slav. Pressure (Pei) x^ VIM ?(gpa) •Velaa DIse. Actual Pitting Pitting Total Frict.LOss?s Slav. Loss Next rSet 't. ft. Ft Pv Pn Factor Added Total fps in. Length SomAry Length Length par.ft Total Psi (ft.) Press Pt. (C.120) 9.00 19.38 19.35 5.60 24.7 24.7 5.24 1.104 2.00 ST 7.00 9.00 0.150 1.35 -0.43 (-1.00 (20.30 2A A 10.00 20.30 •••••. Path No a 3 HEAD # 3 ad by path No.11 of Slav. Pressure (psi) x Flow (gpa) Veloa Dim. Actual Pitting Pitting Total Prict.Loss Slav. Luse Next Rat t. ft. Pt Pv Ph Factor Added Total fps in. Length Sumery Length Length per.ft Total Psi (ft.) Prue Pt. (0.120) 9.00 20.93 20.93 5.60 25.6 25.6 8.57 1.104 2.00 RT 7.00 9.00 0.161 1.44 -0.43 (-1.00 )21.94 3A A 10.00 21.94 •••••• Path Noa4 HEAD # 4 ad by path Noll of Slav. Pressure (psi)?x plus (am) Valoo Dim. Actual Pitting Fitting Total •Frict.Loes v31". Lose Next Ref .. ft. Pt PV Pn Factor Added Total fps in. Length Sumery Length Length per.ft Total Psi (ft.) Press Pt. ..v....fv_..._0..._.p......N...I.._u ......... ....I..u.I._....r•.M.....YV_.........Y.._a...YS...aY_.w...vw (0220) 9.00 21.67 21.57 5.60 26.1 26.1 9.72 1.104 2.00 ST 7.00 9.00 0.166 1.49 -0.43 (-1.00 122.73 4A 1 10.00 22.73 •-•••• - Calce By:RAY POLOS Checked By: Page: P-01 Ser:*310128* Bypercalc Program by Crowley Des gn Group. (215)-337-7060 lath Summary Printout for CRACKER BARREL RESTAURANT rob No:36-3837556 3 JUNE 1994 System:AREA 1 Drawing:l or 1 Path Na s 5 HEAD # 6 ad by path Bo.12 ........................................................................_..... ......... ._...........e.................. Of Slav. Pressure (psi( R Flow (qpa) Value Diu. Actual Pitting Pitting Total Ptict.LOee Slav. Loss Bert Rot t. ft. Pt Pv Pn Factor Added Total fps in. -Length Suamary Length Length per. ft Total Psi (ft.) Press Pt. .....m............e ......................m........o.................:...e.e..........o...... ............... .......... (C-120) 5.00 11.95 11.95 11.10 30.4 38.4 12.83 1.104 5.00 IT 7.00 12.00 0.339 4.06 -0.43 (-1.00 )15.58 8 9.00 15.58 -•^•^• Path No s 6 HEAD # 7 d by path 60.12 . • •' • . x1 Slav. Pressure (psi) R Flaw NPm)V*100 Dim, Actual Pitting Pitting Total Frict Less Blov`•Loss •aNext'•Rat ft. Ft Pv Pn Factor Added Total fps in. Length eu®ary Length Length per.ft Total Psi (ft.) Press Pt. (0.120) 0.00 19.73 19.73 11.10 49.3 49.3 9.53 1.492 3.00 VT 9.00 12.00 0.142 1.70 -0.43 (-1.00 121.00 9A 1 9.00 21.00 AAA+AA ?atli 'No a 7 BEAD # 8 -d by path 60.12 .................................................................................................. of Slav. Pressure (psi) S Flow (am) VOIW Diu. Actual Fitting Pitting Total Prict.Less Slav. Loss Nest Rot .. ft. Pt Pv Pn Factor Added Total fps in. Length summary length Length par.ft Total Psi (ft.) Press Pt. ....e..e .........................................................w.....o.................. ............... .............. (C-120) 8.00 22.05 22.05 11.10 52.1 52.1 17.42 1.104 3.00 IT 7.00 10.00 0.597 5.97 -0.43 (-1.00 )27.50 10A N 9.00 27.59 ...•.. ?ath No28 HEAD # 9 d by path Ro.15 . . • f Slav. Pressure (psi) R Plow (gpm) veloc Diem. Actual Pitting Pitting TotalPrict.Lcee Slav. Loss Next Rot ft. Pt Pv Pn Factor Added Total fps is. Length susmary Length Length Perat Total VOL (ft.) Press Pt. ..aor...........m...e.e.....a .............r.e....ea.m..u.....v.v.s.........a.....:.....a.........oo. (C-120) 8.00 15.39 15.39 11.10 43.6 43.6 14.56 1.104 3.00 28 4.00 7.00 0.428 3.00 -0.43 1-1.00 117.96 13 9.00 17.96 ^+•••• Calce By:RAX POLOS Checked By: Page: P-02 Ser:*310128* Hypercalc Program by Crowley Dees g-n Group, (215)-337-7060 lath Summary Printout for CRACKER BARREL RESTAURANT rob Nos36-3837556 3 JUNE 1994 SystemsAREA 1 Drawing:l OF 1 P43t1'l No z 9 HEAD # X O ed by path Ho.13 'ef Elev. Pressure (Psi) E Flat (am) veloo Vim, Actual Pitting Fitting Total Fr;ct.LOSS Elev. Lose Next Rat t. ft. Pt Pv Pn Factor Added Total fps in. Length eumerp Length Length per.ft Total Psi (ft.) Press Pt. (0.120) .... 4 9.00 19.83 19.83 11.10 49.4 49.4 16.53 1.104 3.00 ST 7.00 10.00 0.541 5.41 -0.43 (-1.00 )24.81 1" 4A 9.00 24.91 AA.... Pa't2z No a 10 HEAD # 13. ad by path No.13 ..............e....eo...........__...... .....e.....e.....__...._..?.... of Blue. Pressure (psi) B Plow (9pm) veloc Glam. Actual Pitting Pitting Total Frict.L98s Elev. Lose Next Ref t, ft. Pt PT Pn Pastor Added Total fps in. Length eunsary Length Length perat Total Psi (ft.) Press Pt. (C_120) 5 8.00 25.11 25.71 11.10 56.3 56.3 18.91 1.104 3.00 ET 7.00 10.00 0.680 6.88 -0.43 (-1.00 )32.15 15A 5A 9.00 32.15 ..AA.. pml--k1 No 11 L,xNE # 1 ad by path Bc.14 ,eds Pathtl at Pt,IA . Patha2 at Ptt2A , Farhat at Pta3A , Patha4 at Pt,4A ..........................w.a......_....e......._..... ........ _....w........ .......... ......__....... ,f ties. Pressure (psi) R Flow (gpm) value Vim. Actual Fitting Fitting Total Prict.Loes Elev. Loss Next Ref .. ft. Pt Fv Pa Factor Added Total fps in. Length Sum my length Length per.ft Total Psi (ft.) Press Pt. (C.120) i 10.00 20.30 20.30 24,7 8.24 1.104 11.00 11.00 0.150 1.64 21.94 3A 10.00 21.94 21.94 25.6 50.3 7.20 1.687 9.00 9.00 0.071 0.64 22.58 lA 10.00 22.58 22.58 25.1 75.4 10.79 1.687 1.00 1.00 0.150 0.15 22.73 4A 10.00 22.73 22.73 26.1 101.5 14.53 1.687 12.00 2E 8.00 20.00 0.260 5.19 0.43 ( 1.00 )28.35 5 9.00 28.35 28.35 101.5 14.53 1.687 2.00 T 8.00 10.00 0.260 2.60 30.95 6 9.00 30.99 2.38 29.57 5.60 29.9 133.4 18.81 1.687 9.00 IT 12.00 21.00 0.419 8.60 39.75 6A 9.00 39.75 .•.... '43th No z 1 2 L=IJE # 2 d by path No.14 ads PathtS at PtaO , Patha6 at Ptn9A , Patht7 at PtaIOA .......................... a.......... r................. ............................ ............... ......r.........?_..... f Elev. Pressure (Psi) E Flow (9Pm) value pies. Actual Pitting Pitting Total Prict.Loss slay. Loss Next Ref ft. Pt PV Pn Factor Added Total fps in. Length Eusnary Length Length par.ft Total Psi (ft.) Prase Pt. (C-120) 9.00 15.59 15.58 38.4 12.83 1.104 16.00 16.00 0.339 5.42 21.00 9A 9.00 21.00 21.00 49.3 87.7 16.95 1.452 16.00 15.00 0.411 6.59 27.58 10A 9.00 27.58 27,50 52.1 139.6 20.01 1.687 10.00 287 16.00 26.00 0.470 12.23 39.80 11 9.00 39.80 .AAAAA Calcs By:RAY POLOS Checked Hy: Pages P-03 Ser:*310128* Hypercalc Program by Crowley Des gn roupe (215)-337-7060 lath Summary Printout for CRACKER BARREL RESTAURANT rob No:36-3837556 3 JUNE 1994 System:AREA 1 Drawing:l OF 1 Path No a 1 3 I,=NE # 3 ed by path so.34 code Paths$ at Ptn13 , Patht9 at Ptt14A, Pathtl0 at Pt u3SA .................................e.............v..........s..................oe........ .o..a..........e.............. of slaw. Pressure (pal( R rlow (Open) Valor Dlam. Actual Pitting Pitting Total Prict.Loss Blow. Lome Bert Rat t, ft. Pt PT Pn Factor Added Total fps in. Length summary Length Length per.ft Total Pei (ft.) Prase Pt. (C-120) 3 9.00 17.96 17.96 43.6 14.86 1.104 16.00 16.00 0.428 6.65 24.91 14A 4A 9.00 24.81 24.91 49.4 93.0 17.97 1.452 16.00 16.00 0.459 7.34 32.15 15A 5A 9.00 32.15 32.15 56.3 149.3 21.37 1.687 8.00 T 8.00 16.00 0.530 9.48 40.64 16 6 9.00 40.64 ^^•- Path No s 14 MAYN r Bi7LK , VA . ASOW rlnuipal path . ends Pathtil at Ptt6A , Pathn12 at Pttll , PAtht23 at Pttl6 , Patht15 at Ptn21 .... ........ ......... .............. ....... .............r....v....e.... ......o..... ......m...o.........m.............. of Blew. Pressure (pal( R Plow (9po) Valoc Dim. Actual Fitting Fitting Total Prict.Leee Blew. Loss next Ref t. ft. Pt FT Pn Factor Added Total fps in. Length Summery Length length Por.ft Total Psi (ft.) Press Pt. (C=120) A 9.00 39.75 39.75 131.4 5.04 3.260 3.00 3.00 0.017 0.05 39.80 68 0 0.00 39.00 39.80 -147.9 -16.5 0.63 3.260 4.00 4.00 0.000 -0.00 39.80 11 1 9.00 39.80 39.80 139.8 123.3 4.91 3.200 23.00 48 28.00 51.00 0.016 0.94 40.64 16 6 9.00 40.64 40.64 149.3 272.6 10.45 3.260 12.00 23 14.00 26.00 0.065 1.70 42.33 17 7 9.00 42.33 42.33 272.6 10.45 3.260 55.00 2B 14.00 69.00 0.065 4.51 46.84 18 9 9.00 46.84 46.84 272.5 10.45 3.260 43.00 8 7.00 50.00 0.065 3.27 50.11 21 1 9.00 50.11 50.11 147.9 420.5 16.12 3.260 6.00 8 7.00 13.00 0.146 1.09 52.00 TOR OR 9.00 52.00 52.00 420.5 16.12 3.260 5.00 S.OD 0.146 0.73 1.74 ( 4.00 )54.46 VAL AL 5.00 54.46 54.46 420.5 18.20 3.068 2.00 OC 17.00 19.00 0.196 3.72 1.30 ( 3.00 )59.40 PLO (C-140) LO 2.00 $9.49 $9.48 420.5 4.54 6.140 100.00 BO 22.61 122.61 0.005 0.62 0.87 ( 2.00 )60.97 ONO No 60.97 •^•^^^ Path Nos 1 5 LOOP L ZNO ad by path So.14 of Blew. Promeurm (psi) R Flow (90m) Valets Dim. Actual Fitting Pitting Total •Frict.Lomm • Blow. Lome Next Ref t. ft. Ft PV Pn Factor Added Total fps in. Length Summery Length Length per.ft Total Psi (ft.) Press Pt. =....o.....o.......e .............o......................... ......o.... .......................................... ......... (C-120) 9.00 39.80 39.80 147.9 12.99 2.154 $0.00 BT 15.00 65.00 0.159 10.31 30.11 21 9.00 50.11 ^••^^. F C y ci r as u l i? D e= ss i Ca F-1 I ri fi cz. I- M as t ± K--- 81-: C-- C-- t Name:CRACKER BARREL RESTAURANT Date:3 JUNE 1994 System Nu.:KITCHN Loc at i on : I -35E & LONE OAF: ROAD EAGAN MN Contractor:GRINNELL FIRE PROTECTION INC. 7656 WEST 78TH ST MPLS. MN 35439 Calculated Py:R. POLOS Contrac Construction: PAR JOIST\ WOOD Drawing Occupancy: RESTAURANT Ceiling E3yss-t e?m I::*--- ss i q n Telephone: 612-544-8700 t No .:36-3837556 No.:1 OF 1 Height:VARIES Code: Review Agency:CITY OF EAGAN Area of Sprinkler Operation:1500 System Type:WET Density :gpm/sq.ft.7:.15 1--------------------------------- Area Per Sprinkler:VARIES Sprinkler or Nozzle Hose Allowance gpm Inside: I Make:CENTRAL Model:PENDENT Hose Allowance gpm Outside:250 1 Size:3\4" K-factor:11.1 Pack Sprinkler Allowance: 1 Temperature Rating:165 C?a 1 .- u:l oat i .1 r: S?tmma3r y Requires 348.0 gpm at 61.44 psi at CITY CONNECTION Interior C-factor:120 Underground C-factor:140 Water Supply Test Information Test by:C:ITY Date:1552 Time: Locati.on:1165 INDUSTRIAL_ RD Elevation: Static Pressure:65 Residual Pressure:55 F1 caw: 2720 S -t •-. r a q ? Commodity: Location: Storage Height: Single, Double, Pallet Type: Storage Method: D*-- ta;ilssc or Multi Row: %Solid Piled: Longitudinal Flue Spacing: Horiz.Parrier5 Provided': ---------------------------------- 1 Pump Data 1 Tank. Data 1 Type: Elevation: Elevation: 1 Size: 1 Rated Psi: 1 1 Rated Gpm: 1 1 Well Proof Flow: 1 Cl ass: Storage Area: Clearance to Ceiling: Aisle Width: Encapsulated'': %Palletized: %Rack: Transverse Flue Spacing:R CONTRACT NO.3iff"W(O NAME a LOCATION S.1. 43 ? 0 0 O- 0 N MULTIPLY 0 FIRE PROTECTION CO. SHEET NO-LOF-L DATE kLE BY EA 4=+=%j A 0 O N _ O N 00 2 r m W J Q U N J a J 2 S a c? h s x a t4 LJO O 6 n:l -------------------------------------------------------------------------------- e=caxaraarxa=acaasacaacaressaxramscaaxxa=mamaemsaass=sxmsemmamrs=s=smamsarmsscsmcsr S U M M A%, It Y O F H Y D R A U T. 2 C C A L C U L A T Z O N S F C3 R C RAC KE R BARREL RE S TAURA A NT 1-35E & LONE OAK ROAD EAGAN MN Job No:36-3837556 •------------------------------------------------------------------^------------ :c=msrassamsammaaxaaaaaxmamraaammmmmasaamamxamascaxmammasramaccaxascmaarsxmascxa Si1bsnittt4ftc3 Sy GRINNELL FIRE PROTECTION INC. 7656 WEST 78TH ST MPLS. MN 55439 -------------------------------------------------------------------------------- )esign Specifications Water Supply Information System Demand )ensity s 0.100 65.00 psi @ 0.00 gpm 61.44 psi )eeign Areas 1500.00 55.00 psi @ 2720.00 gpm @ 298.0 gpm + 250.0 gpm Hose Totes 1 DBmarncl z 5 4 8. 0 gyam @ 6 1. 4 4 ?s L Cotes: ,ist of Fitting Abbreviations :xample: "E2TC" m one Std. Elbow, two :ode:Description Code:Description A : Alarm Va H s B : Butt'flyVa I C : Check Va J D : DryPipeVa K : E : Std. Elbow L : LongTurnEl F : Deluge Va_ M O ? Gate Va N Std. Tee , and one Check Va Code:Description Code:Description O V . P : W 4 x : R s Y : S : Z T Std. Tee v. %-aics ay: x. rvbuz unecxea: 3 junz ivv4 rage: z Ser:*310128* Hypercalc Program by Crow ey Design Group, (215)-337-7060 LQc>V Sri Xmm4=e3 sumnnmry Job No:36-3837556 CRACKER BARREL RESTAURAANT saasaaaaaasasssaaaassaaaaaaaxxxaasaasaaxxaxasxaaaaaasaaxsxsaasaasxsassaaassaaasa :4 LCO 1 Friction 1oe«®e! . 1 ««<6B ««<21 »»>18 »»>17 ««<16 <<<<<Il -0.09 -4.02 +1.99 +2.75 042 0.43 'otals +lossest 4.74 -lossee: 4mbalance: -0.01 ?? r caics nys X. rvi.vn unecaeas s UUNZ ayyti rage: a Ser:*310128* Hypercalc Program by Crey Design Group, (215)-337-7060 annot find line 38 38 on path:3 annot find line 38 40 on path:3 Summary o:E Sprin3clear and Hos4m Flows Job No:36-3837556 CRACKER BARREL RESTAURAANT esign density: .10 upplied flow and pressure is based on 61.44 psi available at supply ( 64.48 psi is actually available ) ef. PRESSURE K FLOW Percent Ref. t. Pt Pv Pn Factor Actual Minimum Excess Pt. === ====== ===== ====== =_____= s=c=at= _______ ======= sea 0 7.00 7.00 11.10 29.4 29.4 0.08 30 1 9.98 9.98 11.10 35.1 29.4 19.48 31 2 13.35 13.35 11.10 40.6 29.4 38.18 32 4 7.36 7.36 11.10 30.1 29.4 2.48 34 5 10.49 10.49 11.10 36.0 29.4 22.48 35 6 14.02 14.02 11.10 41.6 29.4 41.58 36 8 12.34 12.34 11.10 39.0 29.4 32.78 38 9 17.39 17.39 11.10 46.3 29.4 57.58 39 ath Summary Printout for CRACKER BARREL RESTAURAANT ob No:36-3837556 3 JUNE 1994 System:AERA 2 Drawing:l OF 1 ?atYt No s 1 HEAD # 1 ad by path No.4 of Elev. Pressure (psi) R Flow (00) Value Dian. Actual Pitting Pitting Total Priat.LOSe Else. Lose Next Rat ft. Pt Pe Pa Factor Added Total fps in. Length aumary Length Length per.ft Total Psi (ft.) Press Pt. (C-120) 1 11.00 7.00 7.00 11.10 29.4 29.4 9.94 1.097 14.00 14.00 0.213 2.98 9.98 31 11.00 9.98 9.98 11.10 35.1 64.4 12.63 1.442 14.00 14.00 0.241 3.37 13.35 32 ! 11.00 13.35 13.35 11.10 40.6 105.0 20.59 1.442 12.00 &r 9.00 21.00 O.S94 12.47 0.97 ( 2.00 )26.69 33 1 9.00 26.69 •••••' ?at2a No s 2 HEAD # 2 ad by path N0.4 at slow. Pressure (psi) x Float (ON) Veloc Dian. Actual Pitting Pitting Total Priat.Loss Elev. Loss Next Rat .. ft. Pt FT Pn Pact" Added Total fps in. Length eumary Length Length per.ft Total Psi (ft.) Press Pt. (0.120) 1 11.00 7.36 7.36 11.10 30.1 30.1 10.20 1.097 14.00 14.00 0.223 3.13 10.49 35 i 11.00 10.49 10.49 11.10 36.0 66.1 12.95 1.442 14.00 14.00 0.252 3.53 14.02 36 i 11.00 14.02 14.02 11.10 41.6 101.7 21.09 1.442 12.00 ET 9.00 21.00 0.622 13.06 0.87 ( 2.00 )27.95 37 1 9.00 27.95 .... - Path Wc> a 3 HEAD # 3 ad by path No.4 of Elev. Pressure (psi) x Flw (9pe) Valm Dim. Actual Pitting Pitting Total Frict.L040 E1av. Loss Next Ref ft. Pt Pe Pa Factor Added Total fps in. Length Sumary length Length per.ft Total Psi (ft.) Press Ft. (C-120) 11.00 12.34 12.34 11.10 39.0 39.0 13.21 1.097 14.00 14.00 0.360 5.05 17.39 39 11.00 17.39 17.39 11.10 46.3 85.3 16.72 1.442 14.00 14.00 0.405 5.66 23.03 40 7 11.00 23.05 23.05 - 85.3 16.72 1.442 12.00 NT 9.00 21.00 0.405 0.50 0.87 ( 2.00 )32.42 41 L 9.00 32.42 •••••• ?atYa N6>s 4 HEAD # 4 ad by Path No.5 ,ode Pathal at Pta33 . Patha2 at Pta37 , Path,3 at Pta41 ............>s .............. e............ ................ ......... .....................w..........................o...... of Else. Pressure (psi) x 71w (gps) Veloa Dim. Actual Pitting Pitting Total Prict.LOSe also. Loss Next Ref L. ft. Pt PV Pn Factor Added Total fps in. Length Euxenry Length Length per.ft Total Psi (ft.) Prose Pt. (C-120) 9.00 26.69 26.69 105.0 9.20 2.157 15.00 15.00 0.004 1.25 27.95 37 9.00 27.95 27.95 107.7 212.7 18.62 2.357 14.50 34.30 0.308 4.47 32.42 41 9.00 32.42 32.42 85.3 298.0 26.09 2.157 19.00 T 10.00 29.00 0.576 16.69 49.11 17 9.00 49.11 •'•••• Calce By:Re POLOS Checked By: Pages P-01 Sert*310128* Hypercalc Program by Crowley Des gn Group, (215)-337-7060 ,ath summary Printout for CRACKER BARREL RESTAURAANT ob No:36-3837556 3 JUNE 1994 SyatemtAERA 2 Drawing:l OF 1 ?at--ft No a 5 HEAD # 5 M by path No.7 ends Patb$4 at Pt%17 ..e.x..x.x............xxxx...x...x...x.axx..w........xr.r.r..wxxxr.......rwx.xr.rx.>w..oxxw.xrx. ,f 21". Pressure (psi) B Plus (gpp) Voice Diet. Actual Pitting Fitting Total Prict.LOSe Slav. Lone Next Bet .. ft. Pt PV Pn Factor Added Total fps in. Length laasery Length Length Par ft Total Psi (ft.) Press Pt. (0.120) 9.00 49.11 49.11 208.8 5.00 3.260 55.00 26 14.00 69.00 0.040 2.15 51.56 19 9.00 51.66 51.66 206.9 6.00 3.260 43.00 B 7.00 50.00 0.040 1.99 53.86 21 9.00 53.86 ••••.. ?atYt No a 6 HEAD # 6 M by path 50.7 .x.w..xxx..x..rx..x .............m..x.xx....xxx.xx.xx...r.....xx..xwxx..x.rsx.x.x..sx....x. I Blev. Pressure (Psi) S Plow (gpm) veloc Diu. Actual Pitting Pitting Total Prict.Lw? Slav. Logs Seat Bet .. ft. Pt Pv Pn Pallor Added Total fps in. Length euaaary Length Length per.ft Total Pei (ft.) Press Pt. (C.120) 9.00 49.11 49.11 89.2 3.42 3.260 12.00 28 14.00 26.00 0.005 0.22 49.32 16 9.00 49.32 49.32 89.2 3.42 3.260 23.00 48 26.00 51.00 0.006 0.42 49.75 11 9.00 49.75 49.75 89.2 3.42 3.260 4.00 B 7.00 11.00 0.008 0.09 49.84 68 9.00 49.84 49.84 69.2 7.81 2.157 30.00 BT 15.00 65.00 0.062 4.02 53.96 21 9.00 53.56 ...... ?ax t-kx No s 7 HEAD # 7 incipel path ads Path15 at Pts21 , Patbl6 at Pt,21 w f Blev. Pressure (psi) x Flow (gPt) Veloc Diem. Actual Fitting` Pitting Total iPrict.Lods Slav. Lose' Most Bef ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length Per.ft Total Psi (ft.) Press Pt. .................x............xxx.........wxx...r..........xxx..x.....x....x..........w..w.rr.r.x...xx....... (C.120) 9.00 53.86 53.86 298.0 11.42 3.260 6.00 B 7.00 13.00 0.077 1.00 9.00 54.86 54.96 298.0 11.42 3.260 5.00 5.00 0.077 0.39 5.00 56.98 56.98 298.0 12.90 3.066 2.00 ac 17.00 19.00 0.104 1.97 (C.140) 2.00 60.25 60.25 298.0 3.22 6.140 100.00 06 22.61 122.61 0.093 0.33 61.44 ...... 54.66 Ton 1.74 ( 4.00 )96.96 VAL 1.30 ( 3.00 )60.25 PIA 0.67 ( 1.00 )61.44 UNS Calca BytR. POLOS Checked Byt Paget P-02 Ser:*310128* Hypercalc Program by Crowley Dew Group, (215)-337-7060 pm,c%le he(AAay)tkr, l'jlo? ? e CONTRACTOR'S MATERIAL & TEST CERTIFICATE SPRINKLER SYSTEMS - WATER SPRAY SYSTEMS PART "A" GFNFRAI. PROCEDURE UPON COMPLETION OF WORE, INSPECTION AND TESTS SHOULD BE MADE BY CONTRACTOR'S REPRESENTATIVE AND WITNESSED BY AN OWNER'S REPRESENTATIVE , ALL DEFECTS SHOULD BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB. A CERTIFICATE SHOULD BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SHOULD BE PREPARED FOR INSPECTING AUTHORITIES, OWNER AND COMPACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN M WAY PREJUDICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL, POOR WORKMANSHIP OR FAILURE TO COMPLY WITH INSPECTING AUTHORITY'S REQUEEMENTS OR LOCAL ORDINANCES. PROPERTY NAME o DATE PROPERTY ADDRESS ACCEPTED BY IMFLL71UN AUTHORITY 'S NAMES ADDRESS PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS YE NO ? EQUIPMENT USED M APPROVED y NO 0 IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT YES NO ? MD INSTRUC- e IF NO, EXPLAIN TIONS HAS A COPY OF INSTRUCTION AND MAINTENANCE CHART BEEN LEFT YES NO ? AT PLAIN IF NO, EXPLAIN FLUSHING: Flow the required rate until mums are clear as indicated by to collection of foreign material in burlap bilge at outlets such as hydrants and elpw.olb. Flush at flow. not leas than 750 GPM tar 6-inch pipe and smaller, IOW GPM for S-Inch, 1500 GPM for Winch. 5000 GPM for 17-inch. Where suppiv TEST cansot Produce stipulated Dos raft. obtain maslmum available by tieing properly sued discharge devices. HYDROSTATIC: Hydro ew,c lest should be mite at not lees than 200 PSI tar Iwo houre or M PSI above little prasun m eteew of INN PSI. Dtlferential dry-pipe valve clappers should be left open during test to prevent damage. All above gro M Pipiry lesk go Mould be etWp d. DESCRIP- LEAKAGE: New pipe f omA rubber g d momma gasket. it the workmanship to satisfactory. have laakage, at [be lamb. Unsatisfactory amounts " mpe r. , rome me leakage ge mi or leakage y resull lt from rut gaskets. ev pinched small ll I cUOS. ree from small amounts of grit or hour erpe eak ge hou1 %c le Ir d,0 dlm The ...of f of aWue al the joint. hld d rot 2 "arts per r hour per 100 joints irreeperlively ly d yip<dlameler. TMleahgeMoldtie rib TION la.d over all l r If such leakageeoreure nt few Jinaiid ms tae shrimp fa rknald ed uwor ge enry very made. Na ew ld at th s. with Caulked le d le no leakage ad lead-sueel Joint* s ship is ranisfactory, have little hould. it the workmanship the )pinta. Any ny joint having I no kag<or s id re) per a t drip" or o more than l ee Should be repaired. d. Leakage should ld no rot exceed 1 oa (liquid s 'rcawM Amur pee inch of VIPs diameter per loins. (iig ?t " d l hoe o The leakage e y bet ritaled over all tomb. It such IesWge almost entirely at awn considered o l a few joints. His Installation should be considered naaliebrmrv rpa and rcceeeary eyvre made. ' PNEUMATIC: Establish 40 PSI air preeeu re aM measure pressure drop which Mould not exceed 1 1/2 PSI In E4 lours. Test pressure tank, al normal water level and air pressure, and measure air pressure drop which should not emceed 1 1/2 PSI m 24 more. PART '3" - UNDERGROUND PIPING FEEDS BLOCS, LOCATION PIPE TYPE AND CLASS TYPE JOINT UNDER- GROUND CONFORMS TO STANDARD YES ? No ? IF NO, EXPLAIN PIPES AND JOINTS NEEDING ANCHORAGE CLAMPED, BTRAPPED OR BACKED IN ACCORDANCE YES ? NO C) WITH STANDARD JOINTS IF NO, EXPLAIN TESTS REQUIRED FLUSHING- HYDROSTATIC LEAKAGE NEW UNDERGROUND PIPING FLUSHED ACCORDING TO STANDARD YES ? BY (COMPANY) HOW WAS FLUSHING FLOW OBTAINED FLUSHING PUBLIC W ATER ?TANK OR RESERVOIR ? Pipe PUMP ? THROUGH WHAT TYPE OPENING ' HYD. BUTT. ? OPEN PPE ? TESTS LEAD-INS FLUSHED ACCORDING TO STANDARD YES ? BY (COMPANY) - NOW WAS FLUSHING FLOW OBTAINED PUBLIC WATER ? TANK OR RESKRVOM [3 FILL PUMP Q THROUGH W NAT TYPE OPENDIO Y CONN. TO FLANGES SPIGOT ? OPEN PIPE ? Form No. AS Rev_ Drl.art In ti A >. ' HYDROSTATIC .. na SERIES TEST ,•. . TOTAL MOUNT Of LEAFAGE IKAAIRiD . ...,.. _. LEAKAGE -MOM TEST ALLOWABLE LEAFAGE GAL/. IIOIIpE NUMBER INSTALLED - '' TY?F AND MARK . HYDRANTS ALL OPERATE YTMFACTORD.! YES 13 NO O CONROL WATER CONTROL VALVES LEFT W= OPEN - "' 'Yy 0 ILO VALVES IF NO, RATE REASON DATE LE IT IN SERVICE .. ................. .. . _.'..-..: REMARKS NAME OF SPRINKLER NIH _ F'OR PROPER OWNER (SIGNED) TITLE .. PARTS A d 6 - 4 FOR SPRINKLER CONTRACTOR (SIGNED) -' DATE' SIGNATURES PART "C" - SPRINKLER 3 WATER SPRAY ABOVE ? GROUND PIPING (PILL GUT SEPARATE PART •r FOR EACH R IMR1 SERVES Bt DOS. .. .. .LOCATION ? ?- L TESTS I HYDROSTATIC TEST OF ALL /PIPING REQUIRED 2 PNEUMATIC TEST OF ALL DRY PIPING .. 3 EQUIPMENT OPERATION TESTS OF ALL EQUIPMENT SPRINKLERS HAKE MODEL 912E QUANTITY' - TEMPERAGTURE p1TIN OR --/-^_L4- ? 4? SPRAY ./Z11 /L i 2 L Z NOZZLES PIPE AND MATERIAL AND IUNO CONFORMS TO RAIIDARD' FITTINGS IF NONE, EXPLAIN ALARM V A L V E " ALARM ' D E V I C E - - -" MAXIMUM TILE TO OPERATE THROUGH TEST PIPE OR FLOW TYPE - MAKE YODEL, •' - MIN. SEC. INDICATOR OPERATING TER RESULTS WATER ASR TRIP TILE DRY TILE TO TRIP ..... PRESS. PREM. POINT WATER ALARM MAKE MODEL SEB..-. - THROUGB TER PIPE . • .. REACHED OPERATED PIPE - ND.- WITHOUT WITH AIR TER PROPERLY Q. O. D. Q. O. ?. PRESS, OUTER VALVES 1DM SEC. MIN. 9EG.. P.B.I. P.S.L P.S.I. YIN. SEC. YES NO IF NO, EXP LAIN OPERATION PNEUMATIC ? ELECTRIC? - HYDRAULIC ? DELUGE PIPING SUPERVISED YES O IO 0 DETECTING MINA SUPERVISED YES O NO O a DOES VALVE OPERATE THOM THE MANUAL TRIP AND/OR REMOTE CONTROL RATIONS YES O NO ? IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TERINO'" YES NO - (3 IF NO, EXPLAIN PREACTION DOES EACH CIRCUIT OPERATE - DOES EACH CIRCUIT OPERATE MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSE ALARM VALVE RELEASE OPERATE RELEASE VALVES YES NO YES NO YIN, SEC. ALL PIPING HYDROSTATICALLY TESTED AT PSI FOR HOURS DRY PIPING PNEUMATICALLY TESTED YES NOD TESTS EQUIPME HT OPERATE PROPERLY - -' . YES MOCI . IF NO RATE REASON R N TER: READING OF GAGE LOCATED NEAR VATEH SUPPLY TER PIPE: SIX®UAL PRESSURE VITH VALVE IN TER PIPE OPEN WIDE: STATIC PRESSURE ELAN NUMBER USED LOCO NS NU10LR REMOVED TESTING / Imo. " KET GA SS L / DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN. REMARKS PART "C" NAME OF SPRINIGLER C'm A .y TITL "?, SIGNATURES Fan Ex SIGMLW ?? L?, .. oc?? '1? Extra Large Orifice Extended Coverage Ordinary Hazard Upright; Pendent ar Automatic Sprinkler Manufactured by: Central Sprinkler Coi 451 North Cannon Avenue. Lansdale. F Recessed Product The Central Model ELO-16 Extra Large Orifice Automatic Sprinkler is a low cost, aesthetically pleasing unit, specifically designed for Extended Coverage/ Ordinary Hazard for all Groups. The ELO-16 is acceptable for installations in un-obstructed construction' per NFPA 13 1991. The ELO-16 is Listed for an 18" commodity clearance as standard sprinklers are per NFPA 13 Standards The Model ELO-16 Sprinkler incorpo- rates a specially designed deflector that provides a much greater area of cover- age than most commercial sprinklers. An optional 2-piece recessed escutcheon assembly for pendent sprinklers that provides for 3/4" of field adjustment is available. The Model ELO-16 Sprinkler incorporates the time-proven "center- strut" actuating assembly which provides aesthetic appeal with high dependability. The "center-strut" mechanism responds significantly faster than more traditional mechanisms such as the link-and-lever or most glass bulbs. The Model ELO-16 has a K factor of 11.1, a.maximum temperature rating of 286°F/141 °C, and a maximum working pressure of 175 psi. The Model ELO-16 is available in factory brass, chrome plated" and white painted". Its mating escutcheon plate is available in three standard finishes, chrome plated, brass plated and white painted with additional special painted finishes available upon request. Operation: A fusible alloy is sealed into a bronze center strut by a stainless steel ball. When the alloy melts at its rated temperature, the ball is forced WEB members of open WEB trusses must not exceed 1' width. Not available for upright sprinklers. upward into the center strut, releasing the two ejectors and operating the sprinkler. Unlike most other sprinkler designs, the alloy is not exposed to atmospheric conditions that could affect its proper functioning. It is also less susceptible to mechanical damage since there are no protruding elements, extending beyond the sprinkler frame. Technical Data Model: ELO-16 Style: Upright, Pendent and Recessed Pendent Escutcheon: Model ELO Recessed (2-We) Note: Only the Model ELO Recessed (2-piece) Escutcheon may be used. Substitution of other recessed escutcheons may impair the operating sensitivity and distribution pattern. Wrench: ELO Offset Orifice Size: 0.64" (ELO) K-Factor: 11.1 Thread Size: 3/4" N.P.T. Temperature Rating: Pendent: 1650F/740C, 212°F/100°C Upright: 165°F/74°C, 212°F/100°C and 286°F/141°C Installation Limitations: • Unobstructed construction. • Minimum hydraulic design area of 5 heads or 1500 sq. ft., whichever is greater. • Minimum spacing between upright and pendent sprinklers is 13'. Approvals; U.L. Maximum Working Pressure: 175 psi Factory Hydro Test: 100% at 500 psi Standard Finishes: Sprinkler: brass, chrome plated'", white painted" Escutcheon*": brass plated, chrome plated, white painted Patent: Pending Pendent Upright Length: 31A° . 3'/a' Width: . 1'/e" 2" Weight: 4.8 oz. 5 oz. 4 I i a i i I i I I 1 I I I 3 1W 2318' I ?-1 ]re^ Dia? ?? ELO-16 Extended Coverage Ordinary Hazard Upright Nominal Wetting Pattern - Ordinary Hazard m 2 F.c. of [30l Y., 1T J 18'Clearanca I i installation Diagrams ELO-16 Extended Coverage Ordinary Hazard Recessed Pendent and Pendent 2' 4' 6' 8' "Half' Indicates one half of a symmetrical spray pattern. Upright discharge similar. Position of Deflector When Located Above Rnttnm nif Spam Distance from Sprinkler to Side of Beam Maximum Allowable Distance Deflector above Bottom of Beam Less than 1' 0" 1' to less than 2' 1" 2' to less than 2'-6" 2" 2'-6" to less than 3' 2" 3' to less than 3'-6" 3" 3'-6" to less than 4' 3" 4' to less than 4'-6" 7" 4'-6" to less than 5' 9" 5' to less than 6-6" 11" 64" to less than 6' 11" 6' to less than 6'-6" 14" 6-6" to less than 7' 14" For SI Units: 1" = 25.4mm; 1' = 0.3046m z Dia. z ,I_ are' I I I I I ? 1"x 3/4" i Reducing 1 I -/ Coupling / t / I 1!1 Position of Deflector, Upright or Pendent spnnlrler, wnen wcaree ADOVe merum, oo-,', Ceiling Not to Exceed Maximum 138am Speoltied ror type of Construction Maximum Mt--- Deflector Above Sodom -,a, am ?--Distance fmm Near-? Side of Beam 2 H y ct I- a t_a 1 1 D C-- S 3. q t 7 I T7 1F c• r mat 1 o r-t +-, F t e= e= t Name:C.R:ACKER BARREL RESTAURANT Date:3 JUNE 1994 System No.:KITCHN Loc at i on : I-35E & LONE OAK ROAD EAGAN MN C:ontractcr:GRINNELL FIRE PROTECTION INC. Telephone: 612-544-8700 - 7656 WEST 78TH ST MPLS. MN 55439 Calculated By:R. POLOS Contract No.:36-3837556 Construction: BAR JOIST\ WOOD Drawing No.:1 OF 1 Occupancy: RESTAURANT Ceiling Height:VARIES ?ysst t-- in I3e=ss 1 0" Code: Review Agency:CITY OF EAGAN Area of Sprinkler Operation:1500 System Type:WET Density :gpm/sq.ft.7:.15 ---------------------------------------- Area Per Sprinkler:VARIES I Sprinkler or Nozzle Hose Allowance gpm Inside: 1 Make:CENTRAL Model:PENDENT Hose Allowance gpm Outside:250 Size:3\4" & 1/2 K:-factor:11.1 Rack: Sprinkler Allowance: Temperature Rating:165 LA I ai t 1 7-• r"t , t m M a V- y Requires 670.5 gpm at 60.97 psi at CITY CONNECTION Interior C-factor:120 Underground C-factor:140 ------------------------------------------------------------------------------- Water Supply Test Information Test by:C:ITY Date:1992 Time: Lr_cation:1169 INDUSTRIAL RD Elevation: Static Pre5sure:65 Residual Pressure:55 Flow:2720 E3 t •_•r pct e= Dc-st a 1 1 s Pump Data Type: Elevation: Rated Psi: Rated Gpm: Well Proof Flow: Tank Data Elevation: Size: Commodity: Class. Location: Storage Area: Storage Height: Clearance to Ceiling: Single, Double, or Multi Row: Aisle Width: Pallet Type: Encapsulated?: Storage Method: %Solid Piled: Longitudinal Flue Spacing: Horiz.Barriers Provided?: %Palletized: %Rack. Transverse Flue Spacing:R CONTRACT NO.? owl 0 NAME & LOCA MULTIPLY S m m FIRE PROTECTION CO. SHEET NOlOF-L . DATE „ 1LE BY ? a a _ o m m Z T m W J Q F U N J a J 7 N h a a' n N a Vl a O ------------------------------------------------------------------------------- :xaamaasaasaaaasaamaaasasssaasasaaaaaasaaaaaasasassaOasaaasaaaaaaaassasaaassssaa S U M M A R Y O V H Y D R A U L Z C C A L C U L A T 2 0 N S E' C3 R C RAC KE R F3ARRE L RESTAURANT I-35E & LONE OAR ROAD RAGAN MN Job No:36-3837556 ------------------------------------------------------------------------------- :asmaasaaaaasaaasaaassssmasaaaaasaaasasaaaasasasaamsaasaasasaasaasaaasasasssaasa submitted ]By GRINNELL FIRE PROTECTION, INC. 7656 WEST 78TH STREET MINNEAPOLIS NN 55439 ------------------------------------------------------------------------------- resign Specifications Water Supply Information System Demand -------------------- lensity : 0.150 -------------- 65.00 psi @ ------------ 0.00 gpm ------------- 60.97 psi resign Area: 1500.00 55.00 psi @ 2720.00 gpm @ 420.5 gpm + 250.0 gpm Hose Tot a l Demands 6 7 0. 5 cJpm @ 6 0. 9 7 L pm i System ssaety fa ctor: 3 .27 psi lotea: ist of Fitting Abbreviations xample: "E2TC" m one Std. Elbow, two Std. Tee and one Check Va ode:Description Code:Description Code:Description Code:Description A : Alarm Va H : O V B : Butt'flyVa I : P : W : C: Check Va J s Q : X: D : DryPipeVa R : R Y E. Std. Elbow L. LongTurnZ1 9 s S v ne l...,e Ile r . voauyo .a_ u ra . m a c?a Mm^ • ui.u. avv G Gate Va N U . Calce By. RAY POLOS Checkeds 3 JUNE 1994 Pages 1 Ser:*310128* Hypercalc Program by Crow ey Design Group, (215)-337-7060 O"rrk mry OE SVrirx3cl*!tx- .tria Hosea 3F1owm Job Nos36-3837556 CRACKER BARREL RESTAURANT )esign density: .15 ;uppiied flow and pressure is based on 60.97 psi available at supply 'alculations ( 64.25 psi is actually available ) performed by velocity pressure method tef. PRESSURE K FLOW Percent Ref. It. Pt Pv Pn Factor Actual Minimum Excess Pt. -ass saaaas sssas 20 08 asasas 20 08 saxasaa maaaas amasaaa aaaamam aaa . . 5.60 25.1 18.0 39.48 1 .0 22.05 22.05 11.10 52.1 38.4 35.78 10 2 15.39 15.39 11.10 43.6 38.4 13.58 12 4 19.83 19.83 11.10 49.4 38.4 28.68 14 5 25.71 25.71 11.10 56.3 38.4 46.68 15 19.38 19.38 5.60 24.7 18.0 37.28 2 20.93 20.93 5.60 25.6 18.0 42.28 3 21.67 21.67 5.60 26.1 18.0 45.08 4 30.95 2.38 28.57 5.60 29.9 29.4 1.78 6 11.95 11.95 11.10 38.4 38.4 0.08 7 19.73 19.73 11.10 49.3 38.4 28.48 9 Calcs By: RAY POLOS Checked: 3 JUNE 1994 Page: 2 Ser:*310128* Bypercalc Program by Crowley Design Group, (215)-337-7060 Loop Sala.ncea Suitunary Job No:36-3837556 CRACKER BARREL RESTAURANT aaxmmamsssamamasxeamasxaamascaamsaaxxxaaasaxaamsmamaaaaasaxcamaaaasaaxxxaaaascxas L oop 1 Friction i c>s as a s 11 »»>6B ««<21 »»>18 »»>17 »»>16 »»>ll +0.00 -10.31 +3.27 +4.51 +1.70 +0.84 Potals : +losses: 10.32 -looses: 10.31 imbalance: 0.01 Calcs Bye RAY POLOS Checked: 3 JUNE 1994 Page: 3 Sert*310128* Hypercalc Program by Croey Design Group, (215)-337-7060 Path Summary Printout for CRACKER BARREL RESTAURANT Job No:36-3837556 3 JUNE 1994 System:AREA 1 Drawing:l OF 1 Path No a 1 HEAD # 1 led by path No.11 ....o ...............................e....e.............................................................................._. let Slav. Pressure (Psi) x Plor (9w) Value Dian. Actual Pitting Fitting Total Prict.Loss Slev. Loss next Ref -t. ft. Pt PT Pn Factor Added Total fps in. Length Smeary Length Length verat Total Psi (ft.) Press Pt. (C-120) 9.00 20.08 20.09 5.60 25.1 25.1 8.39 1.104 10.00 2AT 9.00 19.00 0.154 2.93 -0.43 (-1.00 )22.58 lA A 10.00 22.99 •••••• P a t h No a 2 HEAD # 2 ad by path M.il '.of Slav. Pressure (Pei) x^ VIM ?(gpa) •Velaa DIse. Actual Pitting Pitting Total Frict.LOss?s Slav. Loss Next rSet 't. ft. Ft Pv Pn Factor Added Total fps in. Length SomAry Length Length par.ft Total Psi (ft.) Press Pt. (C.120) 9.00 19.38 19.35 5.60 24.7 24.7 5.24 1.104 2.00 ST 7.00 9.00 0.150 1.35 -0.43 (-1.00 (20.30 2A A 10.00 20.30 •••••. Path No a 3 HEAD # 3 ad by path No.11 of Slav. Pressure (psi) x Flow (gpa) Veloa Dim. Actual Pitting Pitting Total Prict.Loss Slav. Luse Next Rat t. ft. Pt Pv Ph Factor Added Total fps in. Length Sumery Length Length per.ft Total Psi (ft.) Prue Pt. (0.120) 9.00 20.93 20.93 5.60 25.6 25.6 8.57 1.104 2.00 RT 7.00 9.00 0.161 1.44 -0.43 (-1.00 )21.94 3A A 10.00 21.94 •••••• Path Noa4 HEAD # 4 ad by path Noll of Slav. Pressure (psi)?x plus (am) Valoo Dim. Actual Pitting Fitting Total •Frict.Loes v31". Lose Next Ref .. ft. Pt PV Pn Factor Added Total fps in. Length Sumery Length Length per.ft Total Psi (ft.) Press Pt. ..v....fv_..._0..._.p......N...I.._u ......... ....I..u.I._....r•.M.....YV_.........Y.._a...YS...aY_.w...vw (0220) 9.00 21.67 21.57 5.60 26.1 26.1 9.72 1.104 2.00 ST 7.00 9.00 0.166 1.49 -0.43 (-1.00 122.73 4A 1 10.00 22.73 •-•••• - Calce By:RAY POLOS Checked By: Page: P-01 Ser:*310128* Bypercalc Program by Crowley Des gn Group. (215)-337-7060 lath Summary Printout for CRACKER BARREL RESTAURANT rob No:36-3837556 3 JUNE 1994 System:AREA 1 Drawing:l or 1 Path Na s 5 HEAD # 6 ad by path Bo.12 ........................................................................_..... ......... ._...........e.................. Of Slav. Pressure (psi( R Flow (qpa) Value Diu. Actual Pitting Pitting Total Ptict.LOee Slav. Loss Bert Rot t. ft. Pt Pv Pn Factor Added Total fps in. -Length Suamary Length Length per. ft Total Psi (ft.) Press Pt. .....m............e ......................m........o.................:...e.e..........o...... ............... .......... (C-120) 5.00 11.95 11.95 11.10 30.4 38.4 12.83 1.104 5.00 IT 7.00 12.00 0.339 4.06 -0.43 (-1.00 )15.58 8 9.00 15.58 -•^•^• Path No s 6 HEAD # 7 d by path 60.12 . • •' • . x1 Slav. Pressure (psi) R Flaw NPm)V*100 Dim, Actual Pitting Pitting Total Frict Less Blov`•Loss •aNext'•Rat ft. Ft Pv Pn Factor Added Total fps in. Length eu®ary Length Length per.ft Total Psi (ft.) Press Pt. (0.120) 0.00 19.73 19.73 11.10 49.3 49.3 9.53 1.492 3.00 VT 9.00 12.00 0.142 1.70 -0.43 (-1.00 121.00 9A 1 9.00 21.00 AAA+AA ?atli 'No a 7 BEAD # 8 -d by path 60.12 .................................................................................................. of Slav. Pressure (psi) S Flow (am) VOIW Diu. Actual Fitting Pitting Total Prict.Less Slav. Loss Nest Rot .. ft. Pt Pv Pn Factor Added Total fps in. Length summary length Length par.ft Total Psi (ft.) Press Pt. ....e..e .........................................................w.....o.................. ............... .............. (C-120) 8.00 22.05 22.05 11.10 52.1 52.1 17.42 1.104 3.00 IT 7.00 10.00 0.597 5.97 -0.43 (-1.00 )27.50 10A N 9.00 27.59 ...•.. ?ath No28 HEAD # 9 d by path Ro.15 . . • f Slav. Pressure (psi) R Plow (gpm) veloc Diem. Actual Pitting Pitting TotalPrict.Lcee Slav. Loss Next Rot ft. Pt Pv Pn Factor Added Total fps is. Length susmary Length Length Perat Total VOL (ft.) Press Pt. ..aor...........m...e.e.....a .............r.e....ea.m..u.....v.v.s.........a.....:.....a.........oo. (C-120) 8.00 15.39 15.39 11.10 43.6 43.6 14.56 1.104 3.00 28 4.00 7.00 0.428 3.00 -0.43 1-1.00 117.96 13 9.00 17.96 ^+•••• Calce By:RAX POLOS Checked By: Page: P-02 Ser:*310128* Hypercalc Program by Crowley Dees g-n Group, (215)-337-7060 lath Summary Printout for CRACKER BARREL RESTAURANT rob Nos36-3837556 3 JUNE 1994 SystemsAREA 1 Drawing:l OF 1 P43t1'l No z 9 HEAD # X O ed by path Ho.13 'ef Elev. Pressure (Psi) E Flat (am) veloo Vim, Actual Pitting Fitting Total Fr;ct.LOSS Elev. Lose Next Rat t. ft. Pt Pv Pn Factor Added Total fps in. Length eumerp Length Length per.ft Total Psi (ft.) Press Pt. (0.120) .... 4 9.00 19.83 19.83 11.10 49.4 49.4 16.53 1.104 3.00 ST 7.00 10.00 0.541 5.41 -0.43 (-1.00 )24.81 1" 4A 9.00 24.91 AA.... Pa't2z No a 10 HEAD # 13. ad by path No.13 ..............e....eo...........__...... .....e.....e.....__...._..?.... of Blue. Pressure (psi) B Plow (9pm) veloc Glam. Actual Pitting Pitting Total Frict.L98s Elev. Lose Next Ref t, ft. Pt PT Pn Pastor Added Total fps in. Length eunsary Length Length perat Total Psi (ft.) Press Pt. (C_120) 5 8.00 25.11 25.71 11.10 56.3 56.3 18.91 1.104 3.00 ET 7.00 10.00 0.680 6.88 -0.43 (-1.00 )32.15 15A 5A 9.00 32.15 ..AA.. pml--k1 No 11 L,xNE # 1 ad by path Bc.14 ,eds Pathtl at Pt,IA . Patha2 at Ptt2A , Farhat at Pta3A , Patha4 at Pt,4A ..........................w.a......_....e......._..... ........ _....w........ .......... ......__....... ,f ties. Pressure (psi) R Flow (gpm) value Vim. Actual Fitting Fitting Total Prict.Loes Elev. Loss Next Ref .. ft. Pt Fv Pa Factor Added Total fps in. Length Sum my length Length per.ft Total Psi (ft.) Press Pt. (C.120) i 10.00 20.30 20.30 24,7 8.24 1.104 11.00 11.00 0.150 1.64 21.94 3A 10.00 21.94 21.94 25.6 50.3 7.20 1.687 9.00 9.00 0.071 0.64 22.58 lA 10.00 22.58 22.58 25.1 75.4 10.79 1.687 1.00 1.00 0.150 0.15 22.73 4A 10.00 22.73 22.73 26.1 101.5 14.53 1.687 12.00 2E 8.00 20.00 0.260 5.19 0.43 ( 1.00 )28.35 5 9.00 28.35 28.35 101.5 14.53 1.687 2.00 T 8.00 10.00 0.260 2.60 30.95 6 9.00 30.99 2.38 29.57 5.60 29.9 133.4 18.81 1.687 9.00 IT 12.00 21.00 0.419 8.60 39.75 6A 9.00 39.75 .•.... '43th No z 1 2 L=IJE # 2 d by path No.14 ads PathtS at PtaO , Patha6 at Ptn9A , Patht7 at PtaIOA .......................... a.......... r................. ............................ ............... ......r.........?_..... f Elev. Pressure (Psi) E Flow (9Pm) value pies. Actual Pitting Pitting Total Prict.Loss slay. Loss Next Ref ft. Pt PV Pn Factor Added Total fps in. Length Eusnary Length Length par.ft Total Psi (ft.) Prase Pt. (C-120) 9.00 15.59 15.58 38.4 12.83 1.104 16.00 16.00 0.339 5.42 21.00 9A 9.00 21.00 21.00 49.3 87.7 16.95 1.452 16.00 15.00 0.411 6.59 27.58 10A 9.00 27.58 27,50 52.1 139.6 20.01 1.687 10.00 287 16.00 26.00 0.470 12.23 39.80 11 9.00 39.80 .AAAAA Calcs By:RAY POLOS Checked Hy: Pages P-03 Ser:*310128* Hypercalc Program by Crowley Des gn roupe (215)-337-7060 lath Summary Printout for CRACKER BARREL RESTAURANT rob No:36-3837556 3 JUNE 1994 System:AREA 1 Drawing:l OF 1 Path No a 1 3 I,=NE # 3 ed by path so.34 code Paths$ at Ptn13 , Patht9 at Ptt14A, Pathtl0 at Pt u3SA .................................e.............v..........s..................oe........ .o..a..........e.............. of slaw. Pressure (pal( R rlow (Open) Valor Dlam. Actual Pitting Pitting Total Prict.Loss Blow. Lome Bert Rat t, ft. Pt PT Pn Factor Added Total fps in. Length summary Length Length per.ft Total Pei (ft.) Prase Pt. (C-120) 3 9.00 17.96 17.96 43.6 14.86 1.104 16.00 16.00 0.428 6.65 24.91 14A 4A 9.00 24.81 24.91 49.4 93.0 17.97 1.452 16.00 16.00 0.459 7.34 32.15 15A 5A 9.00 32.15 32.15 56.3 149.3 21.37 1.687 8.00 T 8.00 16.00 0.530 9.48 40.64 16 6 9.00 40.64 ^^•- Path No s 14 MAYN r Bi7LK , VA . ASOW rlnuipal path . ends Pathtil at Ptt6A , Pathn12 at Pttll , PAtht23 at Pttl6 , Patht15 at Ptn21 .... ........ ......... .............. ....... .............r....v....e.... ......o..... ......m...o.........m.............. of Blew. Pressure (pal( R Plow (9po) Valoc Dim. Actual Fitting Fitting Total Prict.Leee Blew. Loss next Ref t. ft. Pt FT Pn Factor Added Total fps in. Length Summery Length length Por.ft Total Psi (ft.) Press Pt. (C=120) A 9.00 39.75 39.75 131.4 5.04 3.260 3.00 3.00 0.017 0.05 39.80 68 0 0.00 39.00 39.80 -147.9 -16.5 0.63 3.260 4.00 4.00 0.000 -0.00 39.80 11 1 9.00 39.80 39.80 139.8 123.3 4.91 3.200 23.00 48 28.00 51.00 0.016 0.94 40.64 16 6 9.00 40.64 40.64 149.3 272.6 10.45 3.260 12.00 23 14.00 26.00 0.065 1.70 42.33 17 7 9.00 42.33 42.33 272.6 10.45 3.260 55.00 2B 14.00 69.00 0.065 4.51 46.84 18 9 9.00 46.84 46.84 272.5 10.45 3.260 43.00 8 7.00 50.00 0.065 3.27 50.11 21 1 9.00 50.11 50.11 147.9 420.5 16.12 3.260 6.00 8 7.00 13.00 0.146 1.09 52.00 TOR OR 9.00 52.00 52.00 420.5 16.12 3.260 5.00 S.OD 0.146 0.73 1.74 ( 4.00 )54.46 VAL AL 5.00 54.46 54.46 420.5 18.20 3.068 2.00 OC 17.00 19.00 0.196 3.72 1.30 ( 3.00 )59.40 PLO (C-140) LO 2.00 $9.49 $9.48 420.5 4.54 6.140 100.00 BO 22.61 122.61 0.005 0.62 0.87 ( 2.00 )60.97 ONO No 60.97 •^•^^^ Path Nos 1 5 LOOP L ZNO ad by path So.14 of Blew. Promeurm (psi) R Flow (90m) Valets Dim. Actual Fitting Pitting Total •Frict.Lomm • Blow. Lome Next Ref t. ft. Ft PV Pn Factor Added Total fps in. Length Summery Length Length per.ft Total Psi (ft.) Press Pt. =....o.....o.......e .............o......................... ......o.... .......................................... ......... (C-120) 9.00 39.80 39.80 147.9 12.99 2.154 $0.00 BT 15.00 65.00 0.159 10.31 30.11 21 9.00 50.11 ^••^^. F C y ci r as u l i? D e= ss i Ca F-1 I ri fi cz. I- M as t ± K--- 81-: C-- C-- t Name:CRACKER BARREL RESTAURANT Date:3 JUNE 1994 System Nu.:KITCHN Loc at i on : I -35E & LONE OAF: ROAD EAGAN MN Contractor:GRINNELL FIRE PROTECTION INC. 7656 WEST 78TH ST MPLS. MN 35439 Calculated Py:R. POLOS Contrac Construction: PAR JOIST\ WOOD Drawing Occupancy: RESTAURANT Ceiling E3yss-t e?m I::*--- ss i q n Telephone: 612-544-8700 t No .:36-3837556 No.:1 OF 1 Height:VARIES Code: Review Agency:CITY OF EAGAN Area of Sprinkler Operation:1500 System Type:WET Density :gpm/sq.ft.7:.15 1--------------------------------- Area Per Sprinkler:VARIES Sprinkler or Nozzle Hose Allowance gpm Inside: I Make:CENTRAL Model:PENDENT Hose Allowance gpm Outside:250 1 Size:3\4" K-factor:11.1 Pack Sprinkler Allowance: 1 Temperature Rating:165 C?a 1 .- u:l oat i .1 r: S?tmma3r y Requires 348.0 gpm at 61.44 psi at CITY CONNECTION Interior C-factor:120 Underground C-factor:140 Water Supply Test Information Test by:C:ITY Date:1552 Time: Locati.on:1165 INDUSTRIAL_ RD Elevation: Static Pressure:65 Residual Pressure:55 F1 caw: 2720 S -t •-. r a q ? Commodity: Location: Storage Height: Single, Double, Pallet Type: Storage Method: D*-- ta;ilssc or Multi Row: %Solid Piled: Longitudinal Flue Spacing: Horiz.Parrier5 Provided': ---------------------------------- 1 Pump Data 1 Tank. Data 1 Type: Elevation: Elevation: 1 Size: 1 Rated Psi: 1 1 Rated Gpm: 1 1 Well Proof Flow: 1 Cl ass: Storage Area: Clearance to Ceiling: Aisle Width: Encapsulated'': %Palletized: %Rack: Transverse Flue Spacing:R CONTRACT NO.3iff"W(O NAME a LOCATION S.1. 43 ? 0 0 O- 0 N MULTIPLY 0 FIRE PROTECTION CO. SHEET NO-LOF-L DATE kLE BY EA 4=+=%j A 0 O N _ O N 00 2 r m W J Q U N J a J 2 S a c? h s x a t4 LJO O 6 n:l -------------------------------------------------------------------------------- e=caxaraarxa=acaasacaacaressaxramscaaxxa=mamaemsaass=sxmsemmamrs=s=smamsarmsscsmcsr S U M M A%, It Y O F H Y D R A U T. 2 C C A L C U L A T Z O N S F C3 R C RAC KE R BARREL RE S TAURA A NT 1-35E & LONE OAK ROAD EAGAN MN Job No:36-3837556 •------------------------------------------------------------------^------------ :c=msrassamsammaaxaaaaaxmamraaammmmmasaamamxamascaxmammasramaccaxascmaarsxmascxa Si1bsnittt4ftc3 Sy GRINNELL FIRE PROTECTION INC. 7656 WEST 78TH ST MPLS. MN 55439 -------------------------------------------------------------------------------- )esign Specifications Water Supply Information System Demand )ensity s 0.100 65.00 psi @ 0.00 gpm 61.44 psi )eeign Areas 1500.00 55.00 psi @ 2720.00 gpm @ 298.0 gpm + 250.0 gpm Hose Totes 1 DBmarncl z 5 4 8. 0 gyam @ 6 1. 4 4 ?s L Cotes: ,ist of Fitting Abbreviations :xample: "E2TC" m one Std. Elbow, two :ode:Description Code:Description A : Alarm Va H s B : Butt'flyVa I C : Check Va J D : DryPipeVa K : E : Std. Elbow L : LongTurnEl F : Deluge Va_ M O ? Gate Va N Std. Tee , and one Check Va Code:Description Code:Description O V . P : W 4 x : R s Y : S : Z T Std. Tee v. %-aics ay: x. rvbuz unecxea: 3 junz ivv4 rage: z Ser:*310128* Hypercalc Program by Crow ey Design Group, (215)-337-7060 LQc>V Sri Xmm4=e3 sumnnmry Job No:36-3837556 CRACKER BARREL RESTAURAANT saasaaaaaasasssaaaassaaaaaaaxxxaasaasaaxxaxasxaaaaaasaaxsxsaasaasxsassaaassaaasa :4 LCO 1 Friction 1oe«®e! . 1 ««<6B ««<21 »»>18 »»>17 ««<16 <<<<<Il -0.09 -4.02 +1.99 +2.75 042 0.43 'otals +lossest 4.74 -lossee: 4mbalance: -0.01 ?? r caics nys X. rvi.vn unecaeas s UUNZ ayyti rage: a Ser:*310128* Hypercalc Program by Crey Design Group, (215)-337-7060 annot find line 38 38 on path:3 annot find line 38 40 on path:3 Summary o:E Sprin3clear and Hos4m Flows Job No:36-3837556 CRACKER BARREL RESTAURAANT esign density: .10 upplied flow and pressure is based on 61.44 psi available at supply ( 64.48 psi is actually available ) ef. PRESSURE K FLOW Percent Ref. t. Pt Pv Pn Factor Actual Minimum Excess Pt. === ====== ===== ====== =_____= s=c=at= _______ ======= sea 0 7.00 7.00 11.10 29.4 29.4 0.08 30 1 9.98 9.98 11.10 35.1 29.4 19.48 31 2 13.35 13.35 11.10 40.6 29.4 38.18 32 4 7.36 7.36 11.10 30.1 29.4 2.48 34 5 10.49 10.49 11.10 36.0 29.4 22.48 35 6 14.02 14.02 11.10 41.6 29.4 41.58 36 8 12.34 12.34 11.10 39.0 29.4 32.78 38 9 17.39 17.39 11.10 46.3 29.4 57.58 39 ath Summary Printout for CRACKER BARREL RESTAURAANT ob No:36-3837556 3 JUNE 1994 System:AERA 2 Drawing:l OF 1 ?atYt No s 1 HEAD # 1 ad by path No.4 of Elev. Pressure (psi) R Flow (00) Value Dian. Actual Pitting Pitting Total Priat.LOSe Else. Lose Next Rat ft. Pt Pe Pa Factor Added Total fps in. Length aumary Length Length per.ft Total Psi (ft.) Press Pt. (C-120) 1 11.00 7.00 7.00 11.10 29.4 29.4 9.94 1.097 14.00 14.00 0.213 2.98 9.98 31 11.00 9.98 9.98 11.10 35.1 64.4 12.63 1.442 14.00 14.00 0.241 3.37 13.35 32 ! 11.00 13.35 13.35 11.10 40.6 105.0 20.59 1.442 12.00 &r 9.00 21.00 O.S94 12.47 0.97 ( 2.00 )26.69 33 1 9.00 26.69 •••••' ?at2a No s 2 HEAD # 2 ad by path N0.4 at slow. Pressure (psi) x Float (ON) Veloc Dian. Actual Pitting Pitting Total Priat.Loss Elev. Loss Next Rat .. ft. Pt FT Pn Pact" Added Total fps in. Length eumary Length Length per.ft Total Psi (ft.) Press Pt. (0.120) 1 11.00 7.36 7.36 11.10 30.1 30.1 10.20 1.097 14.00 14.00 0.223 3.13 10.49 35 i 11.00 10.49 10.49 11.10 36.0 66.1 12.95 1.442 14.00 14.00 0.252 3.53 14.02 36 i 11.00 14.02 14.02 11.10 41.6 101.7 21.09 1.442 12.00 ET 9.00 21.00 0.622 13.06 0.87 ( 2.00 )27.95 37 1 9.00 27.95 .... - Path Wc> a 3 HEAD # 3 ad by path No.4 of Elev. Pressure (psi) x Flw (9pe) Valm Dim. Actual Pitting Pitting Total Frict.L040 E1av. Loss Next Ref ft. Pt Pe Pa Factor Added Total fps in. Length Sumary length Length per.ft Total Psi (ft.) Press Ft. (C-120) 11.00 12.34 12.34 11.10 39.0 39.0 13.21 1.097 14.00 14.00 0.360 5.05 17.39 39 11.00 17.39 17.39 11.10 46.3 85.3 16.72 1.442 14.00 14.00 0.405 5.66 23.03 40 7 11.00 23.05 23.05 - 85.3 16.72 1.442 12.00 NT 9.00 21.00 0.405 0.50 0.87 ( 2.00 )32.42 41 L 9.00 32.42 •••••• ?atYa N6>s 4 HEAD # 4 ad by Path No.5 ,ode Pathal at Pta33 . Patha2 at Pta37 , Path,3 at Pta41 ............>s .............. e............ ................ ......... .....................w..........................o...... of Else. Pressure (psi) x 71w (gps) Veloa Dim. Actual Pitting Pitting Total Prict.LOSe also. Loss Next Ref L. ft. Pt PV Pn Factor Added Total fps in. Length Euxenry Length Length per.ft Total Psi (ft.) Prose Pt. (C-120) 9.00 26.69 26.69 105.0 9.20 2.157 15.00 15.00 0.004 1.25 27.95 37 9.00 27.95 27.95 107.7 212.7 18.62 2.357 14.50 34.30 0.308 4.47 32.42 41 9.00 32.42 32.42 85.3 298.0 26.09 2.157 19.00 T 10.00 29.00 0.576 16.69 49.11 17 9.00 49.11 •'•••• Calce By:Re POLOS Checked By: Pages P-01 Sert*310128* Hypercalc Program by Crowley Des gn Group, (215)-337-7060 ,ath summary Printout for CRACKER BARREL RESTAURAANT ob No:36-3837556 3 JUNE 1994 SyatemtAERA 2 Drawing:l OF 1 ?at--ft No a 5 HEAD # 5 M by path No.7 ends Patb$4 at Pt%17 ..e.x..x.x............xxxx...x...x...x.axx..w........xr.r.r..wxxxr.......rwx.xr.rx.>w..oxxw.xrx. ,f 21". Pressure (psi) B Plus (gpp) Voice Diet. Actual Pitting Fitting Total Prict.LOSe Slav. Lone Next Bet .. ft. Pt PV Pn Factor Added Total fps in. Length laasery Length Length Par ft Total Psi (ft.) Press Pt. (0.120) 9.00 49.11 49.11 208.8 5.00 3.260 55.00 26 14.00 69.00 0.040 2.15 51.56 19 9.00 51.66 51.66 206.9 6.00 3.260 43.00 B 7.00 50.00 0.040 1.99 53.86 21 9.00 53.86 ••••.. ?atYt No a 6 HEAD # 6 M by path 50.7 .x.w..xxx..x..rx..x .............m..x.xx....xxx.xx.xx...r.....xx..xwxx..x.rsx.x.x..sx....x. I Blev. Pressure (Psi) S Plow (gpm) veloc Diu. Actual Pitting Pitting Total Prict.Lw? Slav. Logs Seat Bet .. ft. Pt Pv Pn Pallor Added Total fps in. Length euaaary Length Length per.ft Total Pei (ft.) Press Pt. (C.120) 9.00 49.11 49.11 89.2 3.42 3.260 12.00 28 14.00 26.00 0.005 0.22 49.32 16 9.00 49.32 49.32 89.2 3.42 3.260 23.00 48 26.00 51.00 0.006 0.42 49.75 11 9.00 49.75 49.75 89.2 3.42 3.260 4.00 B 7.00 11.00 0.008 0.09 49.84 68 9.00 49.84 49.84 69.2 7.81 2.157 30.00 BT 15.00 65.00 0.062 4.02 53.96 21 9.00 53.56 ...... ?ax t-kx No s 7 HEAD # 7 incipel path ads Path15 at Pts21 , Patbl6 at Pt,21 w f Blev. Pressure (psi) x Flow (gPt) Veloc Diem. Actual Fitting` Pitting Total iPrict.Lods Slav. Lose' Most Bef ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length Per.ft Total Psi (ft.) Press Pt. .................x............xxx.........wxx...r..........xxx..x.....x....x..........w..w.rr.r.x...xx....... (C.120) 9.00 53.86 53.86 298.0 11.42 3.260 6.00 B 7.00 13.00 0.077 1.00 9.00 54.86 54.96 298.0 11.42 3.260 5.00 5.00 0.077 0.39 5.00 56.98 56.98 298.0 12.90 3.066 2.00 ac 17.00 19.00 0.104 1.97 (C.140) 2.00 60.25 60.25 298.0 3.22 6.140 100.00 06 22.61 122.61 0.093 0.33 61.44 ...... 54.66 Ton 1.74 ( 4.00 )96.96 VAL 1.30 ( 3.00 )60.25 PIA 0.67 ( 1.00 )61.44 UNS Calca BytR. POLOS Checked Byt Paget P-02 Ser:*310128* Hypercalc Program by Crowley Dew Group, (215)-337-7060 pm,c%le he(AAay)tkr, l'jlo? ? e CONTRACTOR'S MATERIAL & TEST CERTIFICATE SPRINKLER SYSTEMS - WATER SPRAY SYSTEMS PART "A" GFNFRAI. PROCEDURE UPON COMPLETION OF WORE, INSPECTION AND TESTS SHOULD BE MADE BY CONTRACTOR'S REPRESENTATIVE AND WITNESSED BY AN OWNER'S REPRESENTATIVE , ALL DEFECTS SHOULD BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB. A CERTIFICATE SHOULD BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SHOULD BE PREPARED FOR INSPECTING AUTHORITIES, OWNER AND COMPACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN M WAY PREJUDICES ANY CLAIM AGAINST CONTRACTOR FOR FAULTY MATERIAL, POOR WORKMANSHIP OR FAILURE TO COMPLY WITH INSPECTING AUTHORITY'S REQUEEMENTS OR LOCAL ORDINANCES. PROPERTY NAME o DATE PROPERTY ADDRESS ACCEPTED BY IMFLL71UN AUTHORITY 'S NAMES ADDRESS PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS YE NO ? EQUIPMENT USED M APPROVED y NO 0 IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT YES NO ? MD INSTRUC- e IF NO, EXPLAIN TIONS HAS A COPY OF INSTRUCTION AND MAINTENANCE CHART BEEN LEFT YES NO ? AT PLAIN IF NO, EXPLAIN FLUSHING: Flow the required rate until mums are clear as indicated by to collection of foreign material in burlap bilge at outlets such as hydrants and elpw.olb. Flush at flow. not leas than 750 GPM tar 6-inch pipe and smaller, IOW GPM for S-Inch, 1500 GPM for Winch. 5000 GPM for 17-inch. Where suppiv TEST cansot Produce stipulated Dos raft. obtain maslmum available by tieing properly sued discharge devices. HYDROSTATIC: Hydro ew,c lest should be mite at not lees than 200 PSI tar Iwo houre or M PSI above little prasun m eteew of INN PSI. Dtlferential dry-pipe valve clappers should be left open during test to prevent damage. All above gro M Pipiry lesk go Mould be etWp d. DESCRIP- LEAKAGE: New pipe f omA rubber g d momma gasket. it the workmanship to satisfactory. have laakage, at [be lamb. Unsatisfactory amounts " mpe r. , rome me leakage ge mi or leakage y resull lt from rut gaskets. ev pinched small ll I cUOS. ree from small amounts of grit or hour erpe eak ge hou1 %c le Ir d,0 dlm The ...of f of aWue al the joint. hld d rot 2 "arts per r hour per 100 joints irreeperlively ly d yip<dlameler. TMleahgeMoldtie rib TION la.d over all l r If such leakageeoreure nt few Jinaiid ms tae shrimp fa rknald ed uwor ge enry very made. Na ew ld at th s. with Caulked le d le no leakage ad lead-sueel Joint* s ship is ranisfactory, have little hould. it the workmanship the )pinta. Any ny joint having I no kag<or s id re) per a t drip" or o more than l ee Should be repaired. d. Leakage should ld no rot exceed 1 oa (liquid s 'rcawM Amur pee inch of VIPs diameter per loins. (iig ?t " d l hoe o The leakage e y bet ritaled over all tomb. It such IesWge almost entirely at awn considered o l a few joints. His Installation should be considered naaliebrmrv rpa and rcceeeary eyvre made. ' PNEUMATIC: Establish 40 PSI air preeeu re aM measure pressure drop which Mould not exceed 1 1/2 PSI In E4 lours. Test pressure tank, al normal water level and air pressure, and measure air pressure drop which should not emceed 1 1/2 PSI m 24 more. PART '3" - UNDERGROUND PIPING FEEDS BLOCS, LOCATION PIPE TYPE AND CLASS TYPE JOINT UNDER- GROUND CONFORMS TO STANDARD YES ? No ? IF NO, EXPLAIN PIPES AND JOINTS NEEDING ANCHORAGE CLAMPED, BTRAPPED OR BACKED IN ACCORDANCE YES ? NO C) WITH STANDARD JOINTS IF NO, EXPLAIN TESTS REQUIRED FLUSHING- HYDROSTATIC LEAKAGE NEW UNDERGROUND PIPING FLUSHED ACCORDING TO STANDARD YES ? BY (COMPANY) HOW WAS FLUSHING FLOW OBTAINED FLUSHING PUBLIC W ATER ?TANK OR RESERVOIR ? Pipe PUMP ? THROUGH WHAT TYPE OPENING ' HYD. BUTT. ? OPEN PPE ? TESTS LEAD-INS FLUSHED ACCORDING TO STANDARD YES ? BY (COMPANY) - NOW WAS FLUSHING FLOW OBTAINED PUBLIC WATER ? TANK OR RESKRVOM [3 FILL PUMP Q THROUGH W NAT TYPE OPENDIO Y CONN. TO FLANGES SPIGOT ? OPEN PIPE ? Form No. AS Rev_ Drl.art In ti A >. ' HYDROSTATIC .. na SERIES TEST ,•. . TOTAL MOUNT Of LEAFAGE IKAAIRiD . ...,.. _. LEAKAGE -MOM TEST ALLOWABLE LEAFAGE GAL/. IIOIIpE NUMBER INSTALLED - '' TY?F AND MARK . HYDRANTS ALL OPERATE YTMFACTORD.! YES 13 NO O CONROL WATER CONTROL VALVES LEFT W= OPEN - "' 'Yy 0 ILO VALVES IF NO, RATE REASON DATE LE IT IN SERVICE .. ................. .. . _.'..-..: REMARKS NAME OF SPRINKLER NIH _ F'OR PROPER OWNER (SIGNED) TITLE .. PARTS A d 6 - 4 FOR SPRINKLER CONTRACTOR (SIGNED) -' DATE' SIGNATURES PART "C" - SPRINKLER 3 WATER SPRAY ABOVE ? GROUND PIPING (PILL GUT SEPARATE PART •r FOR EACH R IMR1 SERVES Bt DOS. .. .. .LOCATION ? ?- L TESTS I HYDROSTATIC TEST OF ALL /PIPING REQUIRED 2 PNEUMATIC TEST OF ALL DRY PIPING .. 3 EQUIPMENT OPERATION TESTS OF ALL EQUIPMENT SPRINKLERS HAKE MODEL 912E QUANTITY' - TEMPERAGTURE p1TIN OR --/-^_L4- ? 4? SPRAY ./Z11 /L i 2 L Z NOZZLES PIPE AND MATERIAL AND IUNO CONFORMS TO RAIIDARD' FITTINGS IF NONE, EXPLAIN ALARM V A L V E " ALARM ' D E V I C E - - -" MAXIMUM TILE TO OPERATE THROUGH TEST PIPE OR FLOW TYPE - MAKE YODEL, •' - MIN. SEC. INDICATOR OPERATING TER RESULTS WATER ASR TRIP TILE DRY TILE TO TRIP ..... PRESS. PREM. POINT WATER ALARM MAKE MODEL SEB..-. - THROUGB TER PIPE . • .. REACHED OPERATED PIPE - ND.- WITHOUT WITH AIR TER PROPERLY Q. O. D. Q. O. ?. PRESS, OUTER VALVES 1DM SEC. MIN. 9EG.. P.B.I. P.S.L P.S.I. YIN. SEC. YES NO IF NO, EXP LAIN OPERATION PNEUMATIC ? ELECTRIC? - HYDRAULIC ? DELUGE PIPING SUPERVISED YES O IO 0 DETECTING MINA SUPERVISED YES O NO O a DOES VALVE OPERATE THOM THE MANUAL TRIP AND/OR REMOTE CONTROL RATIONS YES O NO ? IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TERINO'" YES NO - (3 IF NO, EXPLAIN PREACTION DOES EACH CIRCUIT OPERATE - DOES EACH CIRCUIT OPERATE MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSE ALARM VALVE RELEASE OPERATE RELEASE VALVES YES NO YES NO YIN, SEC. ALL PIPING HYDROSTATICALLY TESTED AT PSI FOR HOURS DRY PIPING PNEUMATICALLY TESTED YES NOD TESTS EQUIPME HT OPERATE PROPERLY - -' . YES MOCI . IF NO RATE REASON R N TER: READING OF GAGE LOCATED NEAR VATEH SUPPLY TER PIPE: SIX®UAL PRESSURE VITH VALVE IN TER PIPE OPEN WIDE: STATIC PRESSURE ELAN NUMBER USED LOCO NS NU10LR REMOVED TESTING / Imo. " KET GA SS L / DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN. REMARKS PART "C" NAME OF SPRINIGLER C'm A .y TITL "?, SIGNATURES Fan Ex SIGMLW ?? L?, .. oc?? '1? Extra Large Orifice Extended Coverage Ordinary Hazard Upright; Pendent ar Automatic Sprinkler Manufactured by: Central Sprinkler Coi 451 North Cannon Avenue. Lansdale. F Recessed Product The Central Model ELO-16 Extra Large Orifice Automatic Sprinkler is a low cost, aesthetically pleasing unit, specifically designed for Extended Coverage/ Ordinary Hazard for all Groups. The ELO-16 is acceptable for installations in un-obstructed construction' per NFPA 13 1991. The ELO-16 is Listed for an 18" commodity clearance as standard sprinklers are per NFPA 13 Standards The Model ELO-16 Sprinkler incorpo- rates a specially designed deflector that provides a much greater area of cover- age than most commercial sprinklers. An optional 2-piece recessed escutcheon assembly for pendent sprinklers that provides for 3/4" of field adjustment is available. The Model ELO-16 Sprinkler incorporates the time-proven "center- strut" actuating assembly which provides aesthetic appeal with high dependability. The "center-strut" mechanism responds significantly faster than more traditional mechanisms such as the link-and-lever or most glass bulbs. The Model ELO-16 has a K factor of 11.1, a.maximum temperature rating of 286°F/141 °C, and a maximum working pressure of 175 psi. The Model ELO-16 is available in factory brass, chrome plated" and white painted". Its mating escutcheon plate is available in three standard finishes, chrome plated, brass plated and white painted with additional special painted finishes available upon request. Operation: A fusible alloy is sealed into a bronze center strut by a stainless steel ball. When the alloy melts at its rated temperature, the ball is forced WEB members of open WEB trusses must not exceed 1' width. Not available for upright sprinklers. upward into the center strut, releasing the two ejectors and operating the sprinkler. Unlike most other sprinkler designs, the alloy is not exposed to atmospheric conditions that could affect its proper functioning. It is also less susceptible to mechanical damage since there are no protruding elements, extending beyond the sprinkler frame. Technical Data Model: ELO-16 Style: Upright, Pendent and Recessed Pendent Escutcheon: Model ELO Recessed (2-We) Note: Only the Model ELO Recessed (2-piece) Escutcheon may be used. Substitution of other recessed escutcheons may impair the operating sensitivity and distribution pattern. Wrench: ELO Offset Orifice Size: 0.64" (ELO) K-Factor: 11.1 Thread Size: 3/4" N.P.T. Temperature Rating: Pendent: 1650F/740C, 212°F/100°C Upright: 165°F/74°C, 212°F/100°C and 286°F/141°C Installation Limitations: • Unobstructed construction. • Minimum hydraulic design area of 5 heads or 1500 sq. ft., whichever is greater. • Minimum spacing between upright and pendent sprinklers is 13'. Approvals; U.L. Maximum Working Pressure: 175 psi Factory Hydro Test: 100% at 500 psi Standard Finishes: Sprinkler: brass, chrome plated'", white painted" Escutcheon*": brass plated, chrome plated, white painted Patent: Pending Pendent Upright Length: 31A° . 3'/a' Width: . 1'/e" 2" Weight: 4.8 oz. 5 oz. 4 I i a i i I i I I 1 I I I 3 1W 2318' I ?-1 ]re^ Dia? ?? ELO-16 Extended Coverage Ordinary Hazard Upright Nominal Wetting Pattern - Ordinary Hazard m 2 F.c. of [30l Y., 1T J 18'Clearanca I i installation Diagrams ELO-16 Extended Coverage Ordinary Hazard Recessed Pendent and Pendent 2' 4' 6' 8' "Half' Indicates one half of a symmetrical spray pattern. Upright discharge similar. Position of Deflector When Located Above Rnttnm nif Spam Distance from Sprinkler to Side of Beam Maximum Allowable Distance Deflector above Bottom of Beam Less than 1' 0" 1' to less than 2' 1" 2' to less than 2'-6" 2" 2'-6" to less than 3' 2" 3' to less than 3'-6" 3" 3'-6" to less than 4' 3" 4' to less than 4'-6" 7" 4'-6" to less than 5' 9" 5' to less than 6-6" 11" 64" to less than 6' 11" 6' to less than 6'-6" 14" 6-6" to less than 7' 14" For SI Units: 1" = 25.4mm; 1' = 0.3046m z Dia. z ,I_ are' I I I I I ? 1"x 3/4" i Reducing 1 I -/ Coupling / t / I 1!1 Position of Deflector, Upright or Pendent spnnlrler, wnen wcaree ADOVe merum, oo-,', Ceiling Not to Exceed Maximum 138am Speoltied ror type of Construction Maximum Mt--- Deflector Above Sodom -,a, am ?--Distance fmm Near-? Side of Beam 2 Design rA Installation Data Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Group 1, Density 0.15 GPM/ft' - NFPA 13 1991 Minimum Spacing Between Deflector to Top of Commodities IS". Tmmn. Ratina: Pendent - 165+1740C & 212'1711 000C: UDdoht - 165°F/740C, 212°F/1 00°C & 286°F/141°C Maximum Minimum Design Minimum Design Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler Sprinklers Any Wall (gpm) (psi) 14 x 14 feet (196 sq. ft.) 7 feet 29.4 gpm 7 psi 16 x 16 feet (256 sq. ft.) 8 feet 38.4 gpm 12 psi Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Group 1, Density 0.16 GPWft- - NFPA 13 1989 or earlier Minimum Spacing Between Deflector to Top of Commodities 18". Tamn RoKnm Pnndunt. 10.5°Flyd°C A 912°F11 nn°C I lndnht - 1rv5°Ff74°C. 212°17/1 OTC & 286°F/141°C Maximum Minimum Design Minimum Design Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler Sprinklers Any Wall (gpm) (psi) 14 x 14 feet (196 sq. ft.) 7 feet 31.4 gpm 8 psi 16 x 16 feet (256 sq. ft.) 8 feet 41.0 gpm 13.6 psi Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Group 2, Density 0.19 GPM/ft' - NFPA 13 1989 or earlier Minimum Spacing Between Deflector to Top of Commodities 18". Temp. Rating: Pendent -1651F[74°C & 2121F/1000C; Upright - 165°Ff740C, 212°F/100°C & 286°F1141°C Maximum Minimum Design Minimum Design Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler Sprinklers Any Wall (gpm) (psi) 14 x 14 feet (196 sq. ft.) 7 feet 37.2 gpm 11.2 psi 16 x 16 feet (256 sq. ft.) 8 feet 48.6 gpm 19.2 psi Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Group 2, Density 0.20 GPM/ft' - NFPA 13 1991 Minimum Spacing Between Deflector to Top of Commodities 18". Temp. Rating: Pendent - 165°F/74°C & 212°F/100°C; Upright - 165°F/74°G 212°F/100°C & 286°F/141°C Maximum Minimum Design Minimum Design Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler Sprinklers Any Wall (gpm) (psi) 14 x 14 feet (196 sq. ft.) 7 feet 39.2 gpm 12.5 psi 16 x 16 feet (256 sq. ft.) 8 feet 51.2 gpm 21.3 psi Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Group 3, Density 0.21 GPM/ft' - NFPA 13 1989 or earlier Minimum Spacing Between Deflector to Top of Commodities 18". Temp. Rating: Pendent -165°F/74°C & 212-F/1 00'C; Upright -165°Ff74°C, 212°F/1 00°C & 286°F/141 °C Maximum Minimum Design Minimum Design Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler Sprinklers Any Wall (gpm) (psi) 14 x 14 feet (196 sq. ft.) 7 feet 41.2 gpm 13.8 psi 16 x 16 feet (256 sq. ft.) 8 feet 53.8 gpm 23.5 psi Caution: Minimum spacing between upright and pendent sprinklers is 13'. All Central Model ELO-16 Automatic Sprinklers must be installed according to current NFPA 13 Standards and these installation instructions. Deviations from these requirements and standards or any alteration to the sprinkler itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet local government provisions, codes, and standards as applicable. The system piping must be properly sized to ensure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size, and temperature rating prior to installation. Install sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected from freezing. Refer to the Central Bulletins on the Model A-1 Dry Pendent Sprinklers for use in dry pipe sprinkler installations. Upon completion of the installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Installation Sequence Step 1. For Pendent and Recessed Pendent Sprinklers, the face of the sprinkler fitting should be installed a nominal 3/4" (± 3/8") behind the ceiling line. Adjustments are made via the push-on escutcheon. Step 2. Use only a non-hardening pipe joint compound or Teflon` tape. Apply only to the male threads. Step 3. Hand tighten the sprinkler into the fitting. Use a Central ELO Offset Wrench to tighten the unit into the fitting. A leak-tight joint requires only 7 to 14 ft.-Ibs. of torque; a tangential force of 14 to 28 Ibs. delivered through a 6" handle will deliver adequate torque. Torque levels over 21 ft.-Ibs. may distort the orifice seal, resulting in leakage. 'Teflon is a trademark of the DuPont Corp. Care & Maintenance Sprinklers must be handled care- fully. They must not be transported or stored where ambient temperature may exceed 10001`1380C. For best results, store them in a dry, cool location in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers should never be painted, coated, plated, or altered in any other way from manufactured condition or they may not function properly. Any sprinklers altered in such a manner must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA Standard 25A entitled, "Care and Maintenance of Sprinkler Systems", contains guidelines and minimum maintenance requirements. Furthermore, the local Authority Having Jurisdiction may have addi- tional regulations and requirements for maintenance, testing, and inspec- tion that must be obeyed. It is advisable to have sprinkler systems inspected regularly by a qualified inspection service. Length of time between such inspections can vary due to accessibility, ambient atmosphere, water supply, and site activity. Do not attempt to re-assemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler exhibiting corrosion or damage; always use new sprinklers of the same type and temperature rating as replacements. Because the discharge pattern is critical to protection of life and property, nothing should be hung or attached to the sprinkler unit that would disrupt the pattern. Such obstructions must be removed. In the event that construction has altered the original configuration, additional sprinklers should be installed to maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protec- tion system from service. Be certain to secure permission from all Authori- ties Having Jurisdiction, and notify all personnel who may be affected during system shutdown. A fire watch during maintenance periods is a recommended precaution. To remove the system from service mode, first refer to the system operating guide and valve instruc- tions. Drain the water and relieve the pressure in the system piping. Remove the existing unit and install the replacement, using only the special sprinkler wrench. Be certain to match the model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activation should be returned to service immedi- ately. Inspect the entire system for damage and replace or repair as necessary. Sprinklers that did not operate but were subjected to corro- sive elements of combustion or excessive temperatures should be inspected, and replaced if need be. The Authority Having Jurisdiction will detail minimum replacement require- ments and regulations. Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available throughout the U.S. and Canada, and internation- ally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cmz 1 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. ©1992 Central Sprinkler Company Printed in U.S.A. CENTRAL Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 19446 Phone: 215-362-0700 FAX: 215-362-5385 EL016.2 u ELOm 16 Extra Large Orifice Extended Coverage Light Hazard Recessed Pendent and Pendent Automatic Sprinkler Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale,.PennsvIvania 19446 . r, Product Description The Central Model ELO-16 Extra Large Orifice Automatic Sprinkler is a low cost, aesthetically pleasing unit, specifically designed for Extended Coverage/Light Hazard occupancies. The ELO-16 is Listed by U.L. under smooth flat and horizontal ceilings. The Model ELO-16 Sprinkler incorporates a specially designed deflector that provides a much greater area of coverage than most commercial sprinklers. An optional 2-piece recessed escutcheon assembly for pendent sprinklers that provides for 3/4" of field adjustment is available. The Model ELO-16 Sprinkler incorporates the time-proven "center- strut" actuating assembly which provides aesthetic appeal with high dependability. The "center-strut" mechanism responds significantly faster than more traditional mechanisms such as the link-and-lever or most glass bulbs. The Model ELO-16 has a K factor of 11. 1, a temperature rating of 1650F/74°C, and a maximum working pressure of 175 psi. The Model ELO-16 is available in brass, chrome plated and white painted. Its mating escutcheon plate is available in three standard finishes, chrome plated, brass and white painted with additional special painted finishes available upon request. Operation: A fusible alloy is sealed into a bronze center strut by a stainless steel ball. When the alloy melts at its rated temperature, the ball is forced upward into the center strut, releasing the two ejectors and operating the sprinkler. Unlike most other sprinkler designs, the alloy is not exposed to atmospheric conditions that could affect its proper functioning. It is also less susceptible to mechanical damage since there are no protruding elements, extending beyond the sprinkler frame. Technical Data Model: ELO-16 Style: Recessed Pendent and Pendent Escutcheon: Model ELO Recessed (2-Piece) Note: Only the Model ELO Recessed (2-piece) Escutcheon may be used. Substitution of other escutcheons may impair the operating sensitivity and distribution pattern. Wrench: ELO Offset (Pendent and Recessed Pendent) ELO Flat (Pendent) Orifice Size: 0.64" (ELO) K-Factor: 11.1 Thread Size: 3/4" N.P.T. Temperature Rating: 165°F/74°C Installation Limitations: • Minimum spacing between sprinklers is 13'. Approvals: U.L. Maximum Working Pressure: 175 psi Factory Hydro Test: 100% at 500 psi Standard Finishes: Sprinkler: brass, chrome plated, white painted Escutcheon: brass, chrome plated, white painted Length: 31/8 " Width: 17/e" Weight: 4.8 oz. E Installation Diagram ELO-16 Extended Coverage Light Hazard Pendent , l I I i I I I 3 1/8- 2: V8' 1718' Die. Installation Diagram ELO-16 Extended Coverage Light Hazard Recessed Pendent Design Data Design Requirements - Light Hazard Extended Coverage Applications Temperature Rating 165°Fr740C Spacing Between Sprinklers Maximum Location From Any Wall Minimum Design Flow per Sprinkler (gpm) Minimum Design Pressure per Sprinkler (psi) 16 x 16 feet (256 sq. ft.) 8 feel 28 gpm 6.4 psi 18 x 18 feet (324 sq. ft.) 20 x 20 feet (400 sq. ft.) 9 feet 10 feet 33 gpm 40 gpm 8.8 psi 13.0 psi Caution: Minimum spacing between sprinklers is 13' Installation All Central Model ELO-16 Automatic Sprinklers must be installed according to current NFPA 13 Standards and these installation instructions. Deviations from these requirements and standards or any alteration to the sprinkler itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet local government provisions, codes, and standards as applicable. The system piping must be properly sized to ensure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size, and temperature rating prior to installation. Install sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Upon completion of the installation, the system must be tested per recognized standards. In.the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Installation Sequence Step 1. For Recessed Pendent Sprinklers, the face of the sprinkler fitting should be installed a nominal 3/4" (t 1/4") behind the ceiling line. Adjustments are made via the push-on escutcheon. Step 2. Use only a non-hardening pipe joint compound or Teflon' tape. Apply only to the male threads. 'Teflon is a trademark of the DuPont Corp. Step 3. Hand tighten the sprinkler into the fitting. Use appropriate Central wrench to tighten the unit into the fitting. A leak-tight joint requires only 7 to 14 ft.-ibs. of torque; a tangential force of 14 to 26 lbs. delivered through a 6" handle will deliver adequate torque. Torque levels over 21 ft.-ibs. may distort the orifice seal, resulting in leakage. Care & Maintenance Sprinklers must be handled care- fully. They must not be transported or stored where ambient temperature may exceed 100°F/381C. For best results, store them in a dry, cool location in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers should never be painted, coated, plated, or altered in any other way from manufactured condition or they may not function properly. Any sprinklers altered in such manner must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA Standard 25 entitled, "Inspection, Testing and Maintenance of Water-Based Fire Protection System" contains guidelines and minimum, maintenance requirements. Furthermore, the local Authority Having Jurisdiction may have addi- tional regulations and requirements for maintenance, testing, and inspec- tion that must be obeyed. It is advisable to have sprinkler systems inspected regularly by a qualified inspection service. Length of time between such inspections can vary due to accessibility, ambient atmosphere, water supply, and site activity. Do not attempt to re-assemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler exhibiting corrosion or damage; always use new sprinklers of the same type and temperature rating as replacements. Because the discharge pattern is critical to protection of life and property, nothing should be hung or attached to the sprinkler unit that would disrupt the pattern. Such obstructions must be removed. In the event that construction has altered the original configuration, additional sprinklers should be installed to maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protec- tion system from service. Be certain to secure permission from all Authori- ties Having Jurisdiction, and notify all personnel who may be affected during system shutdown. Afire watch during maintenance periods is a wise precaution. To remove the system from service mode, first refer to the system operating guide and valve instruction. Drain the water and relieve pressure in the pipes. Remove the existing unit and install the replacement, using only the special sprinkler wrench. Be certain to match the model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activation should be returned to service immedi- ately. Inspect the entire system for damage and replace or repair as necessary. Sprinklers that did not operate but were subjected to corro- sive elements of combustion or excessive temperatures should be inspected, and replaced if need be. The Authority Having Jurisdiction will detail minimum replacement require- ments and regulations. Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 1 U.S. gallon = 3.785 dm= = 3.785 liters Conversions are approximate. ©1992 Central Sprinkler Company Printed in U.S.A. ?__'TL Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 EL016.2 1'.SLON20 Very Extra Large Orifice Extended Coverage Ordinary Hazard Recessed Pendent, Pendent and Upright Automatic Sprinkler Manufactured by: Central Sprinkler Compar 451 North Cannon Avenue, Lansdale, Penn ra hi Product Description The Central Model ESLO-20 Very Extra Large Orifice Recessed Pen- dent, Pendent and Upright Automatic Sprinkler is a low cost, aesthetically pleasing unit, specifically designed for Extended Coverage/Ordinary Hazard. The ESLO-20 is acceptable for installations in un-obstructed construction' per NFPA 13 1991. The ESLO-20 is Listed for an 18" commodity clearance as standard sprinklers are per NFPA 13 Stan- dards. The Model ESLO-20 Sprinkler incorporates a specially designed deflector that provides a much greater area of coverage than most commercial sprinklers. A two (2) piece recessed escutcheon assembly that provides for 3/4" of field adjust- ment is available. The Model ESLO-20 has a K factor of 14.5, a maximum temperature rating of 212°F/100°C, and a maxi- mum working pressure of 175 psi. The Model ESLO-20 is available in three standard finishes, chrome plated, brass plated and white painted. Its mating escutcheon plate is available in three standard finishes, chrome plated, brass plated and white painted with additional special painted finishes available. 19446 Technical Data Model: ESLO-20 Style: Recessed Pendent, Pendent and Upright Escutcheon: Model ESLO-20 (2-piece) Recessed Note: Only the Model ESLO-20 (2-piece) Recessed Escutcheon may be used. Substitution of other escutcheons may impair the operating sensitivity and distribution pattern. Wrench: ESLO-20 Offset Wrench Orifice Size: 0.70" K-Factor: 14.5 Thread Size: 3/4" N.P.T. Temperature Rating: 165°F/74°C 212°F/100°C Installation Limitations: • Un-obstructed construction' • Minimum hydraulic design area of 5 heads or 1500 sq. ft., whichever is greater. • Minimum spacing between upright and pendent sprinklers is 13'. Approvals: U.L. Maximum Working Pressure: 175 psi Factory Hydro Test: 100% at 500 psi Standard Finishes: Sprinkler: brass, chrome plated"*, White painted" Escutcheon ' brass plated, chrome. plated, white painted Length: 3 1/8" Width: 1 3/4" (frame) Weight: 4.8 oz. " WEB members of open WEB trusses must not exceed 1" width. Not available for upright sprinklers. 6 Installation Diagrams ESLO-20 Extended Coverage Ordinary•Fiazard Pendent "Nominal Wetting Pattern Ordinary Hazard, .15/.16 GPM/ftz S 2' 4' 6' 8' 'Help Indicates one half of a symmetrical spray pattern. Circled numbers indicate pressure in psi. Position of Deflector When Located Above Bottom of Beam Distance from Sprinkler to Side of Beam Maximum Allowable Distance Deflector above Bottom of Beam Less than 1' 0" 1' to less than 2' 1" Zito less than 2'-6" 2" 2'-6" to less than 3' 2" 3' to less than 3'-6" 3" 3'-6" to less than 4' 3" 4'to less than 4'-6" 7" 4'-6" to less than 5' g" 5'to less than 5'-6" 11" 5'-6" to less than 6' 11" 6' to less than 6'-6" 14" 6'-6" to less than 7' 14" For SI Units: 1" = 25.4mm; 1' = 0.3048m 'Sprinkler spacing must conform to NFPA 13 guidelines and recommendations contained in this brochure. Recessed Pendent 1 • x 3/4' Reducing } ( Coupling Face of I Reducing I I Coupling I I__ __I r -r 11 Max. 1- &a' Min. +v e and Ceding Line ' i Motlel ESLO-20 (2 piece) Recessed I I I I II Escutcheon I 2 374' Dix. Min. 3' Dl-. Max. 3 5/B' Dis. UDriaht -2 1/4"- 2 3/B" 3 1/8" I I I I I I I 1 " x 3/4" 1 Reducing Coupling Position of Deflector, Upright or Pendent Sprinkler, When Located Above Bottom of Beam j Not to Exceed Maximum Beam Specified for type of Construction Maximum Distance Deflector - Above Botlom of Beam T 4 Distance tram Near ? 2 Side of Beam 1 , 1' x 3/4" t , Reducing } (,./Coupling C Design Data Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Density 0.15 GPM/W - NFPA 13 1991 Temperature Rating 165°F/740C & 212°F/10o°C Maximum Minimum Design Minimum Design Spacing Between Sprinklers Location From Any Wall Flow per Sprinkler (gpm) Pressure per Sprinkler (psi) 18 x 16 feet (324 sq. ft.) 9 feet 48.6 gpm 11.2 psi 20 x 20 feet (400 sq. ft) 10 feet 60.0 gpm 17.1 psi Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Density 0.16 GPMfft' - NFPA 13 1989 or earlier Temperature Rating 165°F/74°C & 212°F/1 00°C Maximum Minimum Design Minimum Design Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler Sprinklers Any Wall (gpm) (psi) 18 x 18 feet (324 sq. ft.) 9 feet 51.8 gpm 12.8 psi 20 x 20 feet (400 sq. ft) 10 feet 64.0 gpm 19.5 psi Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Density 0.19 GPM/ t' - NFPA 13 1989 or earlier Temperature Rating 165°F/74-C & 212°F/100°C Maximum Minimum Design Minimum Design Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler Sprinklers Any Wall (gpm) (psi) 18 x 18 feet (324 sq. ft.) 9 feet 61.6 gpm 18.0 psi 20 x 20 feet (400 sq. ft) 10 feet 76.0 gpm 27.5 psi Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Density 0.20 GPMRt-- NFPA 13 1991 Temperature Rating 165°F/74°C & 212°F/100°C Maximum Minimum Design Minimum Design Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler Sprinklers Any Wall (gpm) (psi) 18 x 18 feet (324 sq. ft.) 9 feet 64.8 gpm 20.0 psi 20 x 20 feet (400 sq. ft) 10 feet 80.0 gpm 30.4 psi Maximum Minimum Design Minimum Design Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler Sprinklers An Wall (pm) psi) 18 x 18 feet (324 sq. ft.) 9 feet 68 gpm 22.0 psi 20 x 20 feet (400 sq. ft) 10 feet 84 gpm 33.6 psi Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Density 011`GPMR1' - NFPA 13 1989 or earlier, Temperature Rating 16511`1741C & 212'F/100°C Installation All Central Model ESLO-20 Re- cessed Pendent, Pendent and Upright Automatic Sprinklers must be installed according to current NFPA 13 Standards and these installation instructions. Deviations from these requirements and standards or any alteration to the sprinkler itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet local government provisions, codes, and standards as applicable. The system piping must be properly sized to ensure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size, and temperature rating prior to installation. Install sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected from freezing. Upon completion of the installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Installation Sequence Step 1. For Pendent and Recessed Pendent sprinklers, the face of the sprinkler fitting should be installed a nominal 3/4" (± 3/8") behind the ceiling line. Adjustments are made via the push-on escutcheon. Caution: Spacing less than 18 x 18 feet must not use less than the mini- Step 2. Use only a non-hardening mum sprinkler design pressure shown for 18 x 18 foot coverage pipe joint compound or Teflon' tape. for the applicable hazard group. Minimum spacing between Apply only to the male threads. pendent and upright sprinklers is 13'. 'Teflon is a trademark of the DuPont Corp. ESLO-20 Wrench Step 3. Hand tighten the sprinkler into the fitting. Use a Central Sprinkler Wrench, to tighten the unit into the fitting. A leak-tight joint requires only 7 to 14 ftAbs. of torque; a tangential force of 14 to 28 lbs. delivered through a 6" handle will deliver adequate torque. Torque levels over 21 ft.-Ibs. may distort the orifice seal, resulting in leakage. The sprinkler should be oriented so the frame arms are parallel with the branch line pipe for upright sprinklers. Care & Maintenance Sprinklers must be handled care- fully. They must not be transported or stored where ambient temperature may exceed 100°F/38°C. For best results, store them in a dry, cool location in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers should never be painted, coated, plated, or altered in any other way from manufactured condition or they may not function properly. Any sprinklers altered in such manner must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA standard 25A entitled, "Care and Maintenance of Sprinkler Systems" contains guidelines and minimum maintenance requirements. Furthermore, the local Authority Having Jurisdiction may have addi- tional regulations and requirements for maintenance, testing, and inspec- tion that must be obeyed. It is advisable to have sprinkler systems inspected regularly by a qualified inspection service. Length of time between such inspections can vary due to accessibility, ambient atmosphere, water supply, and site activity. 01992 Central Sprinkler Company Printed in U.SA. Do not attempt to re-assemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler exhibiting corrosion or damage; always use new sprinklers of the same type and temperature rating as replacements. Because the discharge pattern is critical to protection of life and property, nothing should be hung or attached to the sprinkler unit that would disrupt the pattern. Such obstructions must be removed. In the event that construction has altered the original configuration, additional sprinklers should be installed to maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protec- tion system from service. Be certain to secure permission from all authori- ties having jurisdiction, and notify all personnel who may be affected during system shutdown. A fire watch during maintenance periods is a wise precaution. To remove the system from service mode, first refer to the system operating guide and valve instruction. Drain water and relieve pressure in the pipes. Remove the existing unit and install the replacement, using only the special sprinkler wrench. Be certain to match model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activation should be returned to service immedi- ately. Inspect the entire system for damage and replace or repair as necessary. Sprinklers that did not operate but were subjected to corro- CENTRAL Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 352-5385 sive elements of combustion or excessive temperatures should be inspected, and replaced if need be. The Authority Having Jurisdiction will detail minimum replacement require- ments and regulations. Guarantee: Central Sprinkler Com- pany will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and j other products are available through- out the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor nearest you. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/Cm2 1 U.S. gallon = 3.785 dma = 3.785 liters Conversions are approximate. ESLO-20.0 i ???? ?? `,? ; ??? ?D ??' ?.?.-.?? ?? Tommy Nakajima THE ONLY GOLFER to shoot 13 on the 13th hole during the Masters. The 475-yard 13th hole at Augusta National Golf Course is one of the most challenging in the world. During the 1478 Masters, Japanese golfer Tommy Nakajima found out how difficult the 13th at Augusta can be. He was assessed five penalty shots for hitting a ball into Rae's Creek, grounding a club in the hazard, and having a ball strike his foot. Nakajima carded a 13 for the par 5 hole, the most disastrous score for a hole in Masters history. O AUGUST F 14 FSunday Q . August n First uarter Moon SUNDAY // 10# 100d PW69:60 46-ZZ-40 DESIGN and AM ? ENGINEERING FACSIMILE TRANSMITTAL sate=x DATE: 4.22.94 TO: ale Schoeppner FROM: Melissa Sears City of Eagan DESIGN AND ENGINEERING 4301 HILLSBORO ROAD SUITE 221 NASHVILLE, WN 37215 FAX- 6121454-8535 REs The following are comments form the Minnesota Dent. Of Health regarding Cracker Barrel Old Country Store planned for Eagan, Minnesota. Mike G a-notti stated these comments would not hold up getting permit, provid=ng they were addressed during construction Colleen Atwood of Design and Engineering will be addressing these comments. Please call should you have an UeStions NO. PAGES (INCLUDING COVER SHEET): 3 SHOULD YOU NOT RECEIVE ANY PART OP THIS TRANSMISSION, PLEASE CALL 615/269-4277. OUR FAX NUMBER IS 615/297-3326. CC: Ted Tillman - Cracker Barrel old Country Store 4301 Hillsboro Road, Suite 221 * Nashville, IN 37215 • 415/269-4277 v0/10 Id IM IM ve-ZZ-8dd 10# Z00d Y¢tl69:60 96-ZZ-90 AFR-2i-s994 U:wn Mines Division df 925 Dei Hedkh of Haft' i-hrana?ctranaroiihuaiama78Ti •??*,? _ P.0. SOM . MI (is MNISBd04M OU.5100 ; 4301 HL11s x+rcy HDad Suite 221 Nashville, mrrj 37215 MR: Plans an and Lone ,gpail 7, 1994 itions on Cracker Harrel old country stores. 135 8adan, Dakota Cgm= HiM&OWta - we bavo eaeeiged. and reviaved the Plans and sgeoi licatians covering the food andl Aeviugage service equipment layout to serve the above-Cesignated project. The jplaas and spsdiEioatlona appeal to be in gamaral conformity w%dl %be standards of this Depart^E t. However, soma changes are nsoesaary and the enelveed report lists these. The Plena bavrq been transmitted to our Section of water Stagy and W011 aGrnae*m"# fed reviem of the p1Wt1bIag Rystmc. You ahouLd hear rem them JA rain seat future. At such time 46 Cesstruution Or remodeling is e0301eted, Please aammmieata with Mr. Sheldon Cbristew(m in our-state district office at 612/627,-5026 ot*w to arrange for N final =-sits imspeetien. 7E you haves ggiestiona regardin¢ tntia review, please cotmm-icate with mG at 612/627-50$7. Sincerely yours, Michael Qianotfi Public Health Sanitarian Inspection services unit W/bk ifn¢losur8 cat Larry Mierau An OW dPPwtunRY EMPIOW %56-H FROM DEPT. CF WLTH WATER GLP TO 8-6152973320-565793 P.OVO I bD/ZO'd EN I83 H-ZZ-8dH of cone vwse so is-zz-to es=x WR-2i-1994 44:05 FROM DEPT. OF (NTH LWM SLP M 8-61 P. f . 2spRUY69Ct'i DaeARraimrs OH ?n'f,88 Division of 8cvironmental Health f RSPDRr CF SUW I PLUM " apegificatia" en Cracker ?*el Old Country Stone. 2.33 and Lone Oak Road, looatiaa: Ear , nfkota County. Minnesota I*te Exaad a 9/ISM Plan F11e Nuubes+ Q1644 Prepared anddq' tted by_ Design and 33ngineer;UWF 4301. RillaboroVoxd, suite 221. NaSbVSlle, Teunesaee. f The followinglare correoliaAS am requests for edditianal iat# ozmatien necessary bsffe construction of Your project: 1. All foodi*nd beverage service equipment most meet the awlioablis stana" of Nap Eaternationei. 7 2. Custom f' andRbeveraga service equipment shell be daaigned, f?xrACak?+.G, located and installed to m68 1a60xnetional 3. Custom £qad and beverage setvics agaipment,Shfill be designed, fabricated, located and installed to =1 Tntezaat1wual 4. Pz0vids 4deauate storage facilities. a. ?1 es' pexeanai beLodginss. cbAmicals and maintvaaraaa iw tm!t be stored aaW4te tram and below food. Olean t and single-service x%vvliss. b. Food slash equipment, 14110» and single-service ita W elect be star 0a shelves at least six inches 'above the floor. 5. a. de a ventilation bcod over cooking s4aipment whutb eliminates condensation, vapors, Make; fumes or excesaive Must b. W zateizati? Addit orally', athe requirements 01 the vta C11ifo= 99OWnical code (secticu 2000) 00veriag raial kitchen vantir.latien systems. must also be feet. 6. Law tww?rataue diahwaahing 2wo1 x" east be %wavided with a visual or audio a warning device to Wars the Oparater that the sanitizing agent svply is depleted. 9, ftIkau 4001er shelving most be Nap international awroved etainieel steel; fpVtory precoated epoxy, Cr vthsr materials designed.for tats type anvironment. Chrome ohalviay is net approved; 8. All equi t angst be installed so that bt is easily Cleanable# that is,.atthas easily movable, sealed in place or haviW sufficies- space surrounding the unit to clean in place. 9. a. All a_ :ifiaial lighting fixtures located in food prapdi:ation areas, food etOrags erase, dishww ingiareas and walk-Lu* aball be egfetlt3valy shielded to prevent glass breakage auto £oad or food•coutact surf'ao". b. lasta1l a Sniiiciont Mwobor of va00r?DroOf light fixtures Sri the walk-in cooler and/or freezer to pxovida a minimum Of 10 foot-candles of light tMov#hcut the uait(s). PO/60 •d ?T;9 INA G6-Z3-add TO# b09d NY69:60 D6-ZZ-70 %96=d AflR-21-1994 U 10S FROM DEPT. OF HEALTH WATER &P TO 8-61 5793 P. 49/3 in. wovide a hang sinx easily accebeible to all empipyees in food preparation areas and utensil washing areas. Add en itUUtioual handwashisg sink in the area of the main cooking' line. 11. The do=4 to the restrooms must be melt-olesiag. 12. The uutoid6 doois must be #41f-closing. 9 13. a. A ai?xl must be posted at all public-enCraaeaa to the eaea4limhmeut.stating thu smoking is prohibited except in deli ted areas. Thirty percent of the sating capacity in irony detablisl?ant shut be paovidad for nonemokers• post tBis iE. erith signs and separate from tha Mw*Ing-permitted Rreaa by 1) al 6-foot wide bo£iar zone. 2) pWxical barrier 36 inabss in heighe, or 3) is clots air dha*md; V*r hour in the Yoom. b. I ra is controlled seating only, inn patcens moat be 6t81CBd prcfsrence and be seated a0co ccordiag1y. 14. A eE;para 6 oa-gtte inspection will be conduotod by the Sagan clumbiuoliAMSmGtar to determine CCAy]1r-ea with the K'Maosata Micheal Giaaotti Public Health smutarista Mampection services Vait 1ml/bk Tan P.03 WPM EV:8 INE V6-3Z-bdd SPECIAL INSPECTION AND TESTING SCHEDULE Special Inspections must comply with Uniform Building Code Section 306. This schedule to be filled out and included with the building permit application PROJECT NAME Cracker Barrel Old Country Store LOCATION 3`-35 and Lone Oak Road,-Eagan Minnesota SPFCIAI INSPFCTION SCHEDULE Specification Section rticle Description Type of Firm Report Frequency Assigned Firm 02200 C Density/Compaction Geotechnical Undetermined 02510 F-I Concrete Strength Geotechnical Undetermined 05000 Structural Steel Geotechnical Undetermined TESTING SCHEDULE ACKNOWLEDGEMENTS Each appropriate represent ti t Sig elow: Owner V4 Firm:Cracker Barrel Old Date: Contractor oun ry ore, nc. To Be Dete mined Firm: Date: --- Architec Firm:Design and Engineering Date: Structural Engineer` ?C nDate: Firm:Design and Engineerig Special Inspector irm: Date: Special Inspector Tn ha natarmined Firm: Date: _ Testing Agent To be Determined Firm: --- Date: --- Testing Agent To be Determined Firm: --- Date: --- Fabricator To be Determined Firm: --- Date: --- Fabricator To be Determined Firm: --- Date: _-_ A& GUIDELINES FOR SPECIAL INSPECTION AND TESTING PURPOSE: To provide a method for complying with the special inspection and testing requirements of the Uniform Building Code (U.B.C.) and other required structural inspections as authorized by U.B.C. Section 302(c) 2. SEPORE A PERMIT CAN BE ISSUED: The engineer of record shall complete the Special Inspection and Testing Schedule. The completed schedule is an element of the construction documents and after permit issuance, becomes part nf the building department approved plane and specifications. The completed schedule shall include the following. 1. A specific listing of the items requiring observation and testing. 2. The associated specification section and article which defines the applicable standards by which to judge conformance with the approved plane and specifications in accordance with U.R.C., Section 306. The specifications section should also include the degree or basis of observation and testing] i.e., intermittent/will-call or full-time/continuous. 3. The frequency of reporting, i.e., intermittent, weekly, monthly, per floor, etc. 4. The parties responsible for performing the observation and testing work. 5. The required acknowledgemente by each designated party. REQUIREMENTS: -Special Inspection- (work requiring observation and judgement) and -Testing" (work analyzing materials in accordance with approved standards) shall meet the minimum requirements of the Minnesota State Building Code which includes V.S.C. Section 306, and the approved plane and specifications. (Note: observation and testing work does not prevent he normal field involvement and record review process of the Engineer of Record, nor shall it relieve the contractor of any responsibility to complete the work in accordance with the approved drawings and specifications.) RESPONSIBILITIES: A. Special Inspector 1. observe the work assigned for conformance with the building department approved plane, specifications and applicable workmanship provisions of the U.B.C. 2. Submit inspection reports to the building official, the structural engineer of record, and other designated persons in accordance with the Special Inspection Schedule. 3. Bring nonconforming items to the immediate attention of the contractor for correction, then, if uncorrected, to the engineer of record and to the building official. 4. submit a final signed report stating whether the work requiring special inspection was, to the best of his/her knowledge, in conformance with the approved planar specifications and the applicable workmanship provisions of the code. B. Testing Agent 1. Test the work assigned for conformance with the building department approved plane and specifications. 2. Submit reports of the test results to the building official, the structural engineer of record, and other designated persons in accordance with the Testing Schedule. 3. Bring nonconforming items to the immediate attention of the contractor for correction, then, if uncorrected, to the engineer of record and to the building official. 4. Submit a final signed report stating whether the work requiring testing was, to the beet of hie/her knowledge, in conformance with the approved plans, and specifications. C. contractor 1. Post or make available the Special Inspection and Testing Schedule within its office at the job site. Also, provide adequate notification to those parties designated on the schedule so they may properly prepare for and schedule their work. 2. Provide the special inspector and testing agent access to the approved plans and specifications at the jobsite. 3. Retain at the job site all reports submitted by the special inspector and testing agent for review by the building department's inspector upon request. 4. Correct in a timely manner, deficiencies identified in observation and testing reports. 5. Provide the special inspector and testing agent safe access to the work requiring observation or testing. D. Fabricator 1. Submit a Certificate of Compliance to the building official and to the structural engineer of record that the work was performed in accordance with the approved plane and specifications. E. Building Department 1. Approve all special inspectors. The special inspector shall be a qualified person who shall demonstrate his/her competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. The names of all prospective special inspectors and the work they intend to observe, must be identified in the Special Inspection and Testing Schedule. 2. Approve all testing agents who perform work required by the state Building Code. 3. Approve all fabricators who perform work in their shop which requires special inspection. 4. Approve the completed Special Inspection and Testing Schedule. S. Monitor work requiring special inspection and testing including the reporting of the special inspector and testing agent. 6. Review reports and recommendations submitted by the special inspector and testing agent. 7. Review the "final. signed report" submitted by the special inspector(s) and testing agent(s) as well as the "Certificate of Compliance" submitted by the fabricator(a). These documents must be accepted and approved by the building department prior to issuance of a Certificate of occupancy. SPECIAL INSPECTOR FINAL REPORT Date: To City or County of: - Address: _ City: _ Attention: Re: Final Project Report Project Name: Address: State: Zip Code: To whom it may concern: This is to certify that I performed special inspection on the following portions of the work at the above address which required continuous inspection, and which I was employed to inspect: Based upon my personal observation and written reports of this work, it is my judgment that the inspected work was performed, to the best of my knowledge, in accordance with the approved plans, specifications, and the applicable workmanship provisions of the Uniform Building Code. Very truly yours, (Special Inspector's Signature) Date Print Full Name ID Number cc: Client/Owner Architect/Engineer 25 CRACKER BARREL ENERGY CALCULATIONS EAGAN, MN EXTERIOR DESIGN CONDITIONS WINTER DESIGN DRY-BULB -16 OF SUMMER DESIGN DRY-BULB 92 OF DESIGN WET-BULB 75 OF DEGREE DAYS HEATING 8382 DEGREES NORTH LATITUDE 44° 53' ,. CRACKER BARREL ENERGY CALCULATIONS EAGAN, MN MECHANICAL SYSTEM PERFORMANCE UNIT MODE CAPACITY BTU/H EFFICIENCY RTU-1 COOLING 112,300 EER= 10.5 HEATING 250,000 82% RTU-2 COOLING 112,300 EER= 10.5 HEATING 250,000 82% RTU-3 COOLING 177,000 EER= 8.6 HEATING 270,000 80% RTU-4 COOLING 177,000 EER= 8.6 HEATING 270,000 80% RTU-5 COOLING 112,300 EER= 10.5 HEATING 250,000 82% RTU-6 COOLING 112,300 EER= 10.5 HEATING 250,000 82% RTU-7 COOLING 89,200 EER= 10.1 HEATING 180,000 82% CRACKER BARREL ENERGY CALCULATIONS EAGAN, MN CALCULATION OF THERMAL TRANSMISSION VALUES WALL Winter R-values Summer R-values Components Description Framing Cavity Framing Cavity OUTSIDE AIR FILM N.A. 0.17 0.17 0.25 0.25 OUTSIDE SURFACE 3/8" ROUGH PLYWOOD 0.59 0.59 0.59 0.59 OUTSIDE SHEATHING 1/2 SHEATHING 1.32 1.32 1.32 1.32 FRAMING 2x8 WOOD STUDS 10 xxxxx 10 xxxxx CAVITY INSULATION 6" BATT INSULATION xxxxx 19 xxxxx 19 CAVITY AIR SPACE N.A. xxxxx 1.01 xxxxx 1.01 INSIDE SURFACE 3/8" ROUGH PLYWOOD 0.59 0.59 0.59 0.59 INSIDE AIR FILM N.A. 0.68 0.68 0.68 0.68 TOTAL R N.A. 13.35 23.36 13.43 23.44 U - VALUE (1/R) N.A. 0.0749 0.043 0.0745 0.0427 STUD SPACING RATIO N.A. 0.17 0.83 0.17 0.83 U x RATIO N.A. 0.0127 0.036 0.0127 0.0354 U TOTAL N.A. 0.0483 0.0481 CALCULATION OF THERMAL TRANSMISSION VALUES (ROOF) Summer R-values Components Description Framing Cavity OUTSIDE AIR FILM N.A. 0.18 0.18 OUTSIDE SURFACE MEMBRANE ROOFING 0.15 0.15 OUTSIDE SHEATHING 1/2" RETROFIT BOARD 1.39 139 FRAMING 2-1/2" RIGID INSULATIO 21.3 xxxxx CAVITY INSULATION 2-1/2" RIGID INSULATIO xxxxx 21.3 DECKING 1.23 1.23 OTHER N.A. 0 TOTAL R N.A. 24.25 24.25 U - VALUE (1/R) N.A. 0.0412 0.0412 STUD SPACING RATIO N.A. 0.5 0.53 U x RATIO N.A. 0.0206 0.0206 U TOTAL N.A. 0.0412 CRACKER BARREL ENERGY CALCULATIONS EAGAN. MN CALCULATION OF OVERALL THERMAL TRANSMISSION VALUES (COOLING) A U A x U DELTA T HT GAIN GROSS WALL 4920 XXX XXX WINDOW 413 0.48 198.24 14 2775.4 DOOR 119 0.48 57.12 14 799.7 NET TOTAL 4388 0.048 210.62 44 9267 12,842 AREA S.F. S.C. GROSS WALL 4920 XXX XXX XXX WINDOWS 413 132 0.68 37071 DOORS 0 0 0 0 RADIATION HEAT 37071 TOTAL HEAT GAINS 49913 OTTV WALL (ACTUAL) 10.145 CRACKER BARREL ENERGY CALCULATIONS EAGAN, MN CALCULATION OF THERMAL TRANSMISSION VALUES (HEATING) AREA U A x U GROSS WALL 4920 XXX XXX WINDOW 413 0.48 198.24 DOOR 119 0.49 58.31 NET WALL 4388 0.048 210.62 TOTAL A x U 467.17 ACTUAL U 0.0949 AREA U A x U GROSS ROOF 9640 XXX XXX SKYLIGHTS 0 0 NET ROOF 9640 0.041 397.53 TOTAL A x U 397.53 ACTUAL U 0.0412 CRACKER BARREL ENERGY CALCULATIONS EAGAR MN ELEMENT MODE ALLOWABLE VALUES ACTUAL VALUES HEATING Uo= 0.23 Uo= 0.0949 WALLS COOLING OTTVV7 34.8 OTTVvv;= 10.145 COOLING SF= 132 ROOF/CEILING HEATING OR COOLING Uo= 0.06 Uo= 0.0412 SLAB ON GRADE HEATING OR COOLING R= 6.3 R= 6.5 I LII LV JY IIVII llyl fi Ur NTIN!"17ESOTA ENERGY CODE COMPLIANCE FORM Page 1 Electrical and Lighting Power Budget Project Title: C A le rB v p c: , Address: Bldg Type: Gross Floor Area: 7S AC)N0'AIIDGLMy,N-n. Each appropriate representative must sign below: Representing Signature Date Designer:n ?Pil. l Contractor: Accepted for the building department by: L= A Individual units in multifamily dwellings are provided with separate metering. Electrical panel feeder and all branch feeder wiring in nonresidential buildings 3 stories or less are capable of accepting a clamp-on meter, IN, LIJEy ,Dljpy LIGH // •. _VI_' V _ Each enclosed space has at least one lighting control, or equivalent control, for each 450 square feet of floor area. Controls for spaces used as a whole do not control more than one 20 ampere circuit with minimum of three controls. All fluorescent lamp ballasts must meet the Federal standards for energy efficiency as indicated by it circle TO printed on the label, N A Use of single-lamp fluorescent ballasts is minimized by tandem wiring one- and three-lamp luminaires. Ucnm xmnoa The exterior connected lighting power as designed and installed is less than or equal to the exterior lighting power allowance, and documentation is attached. .. ? I. V Y 11 w 1., 7. I. W ]Electrical and Lloting Power Budget Oecldist Page 2 Project Title: UACKEP?, A LlQHMfz- - EB R ? The interior connected Ughting power, as designed and installed, is less than or equal to the interior lighting power allowance, and documentation is attached. (The interior connected lighting power includes permanently installed lighting plus supplemental or task-related lighting provided by movable or plug-in luminaires) To determine compliance, the p`rrscriptfve alternative was used. the performance alternative was used. Z°I MALLY ILUMUNAUDLEXIT SIGNS Electrical consumption of internally illuminated exit signs does not exceed 20 watts of resistive po-Att and a maximum of 40 volt amperes. EL ff rrrc ? All permanently wired, single-speed, Design A & B polyphase induction motors of 1 horsepower or more have NEMA nominal efficiencies which meet or exceed those in the table below: OPEN ENCLOSED 3600 RM 1100 9M 1200 9M 900 UM 5600 UM 1100 RIM 1200 9M 900 kN {2S% U s% 90.0% 74.014 92.34 {2.3% WD% 4.0% 93.3% 17,5% IS.S% F {6-S% 195% 902% 19.s% 19.5% 19S% 193% 195% 20-49 90.2% 91.0% 91.0% 90.3% 90.2% 90.3% 99.5% 92.4% 93.0% 93.0% 91.7% 92.4% 93.0% 91.7% 93.0% K 93.6% 1 94.1% 93.0% 125 H? tad 1x4ur r 93.6% L S 94.1% 92.6% 943% " 941% 93.6% i7un II;4b P. 04 OU-PA COMPLIANCE FORS EXTERIOR LIGH'TIN'G POWER ALLOWANCE Project auc A S crd BSI Q Date 3-?- Column 1 Column 2 Column 2 column4 column S Ara or U4 Power EctAor Li hUU Power connected Erurior Ara Description A Deuky (UPD) ASlowum Liounj . (A) 6vm Iatie 4-3 A x UPD Power ? /rJ 1 7?f1? o? n Toub . i A I?,- 1 I (ILPA COMPLIANCE FORD - ILPA - INTERIOR LIGHTING POWER ALLOWANCE PRESCRIPTIVE PROCEDURE PROJECT TITLE DATE Column I Column 2 Column 3 Column 4 columns Building Type/Function Gross Lighted Area (GLA) Unit Lighting Power Allowance ILPA (GLA x UPLA) Concocted Lighting Power -a 0 cn ULPA COMPLIANCE FORM) I LPA - INTERIOR LIGHTING POWER ALLOWANCE PERFORMANCE PROCEDURE PROJECT Trm&- CjRAC,<E f2 7,A c L DATE: colored r colwmn x cotwns J Coluren cauem s Courmo s Colman 7 Ares I AtalAdivity Crteeory UPD Ara of Work Plane .Ana Fact" bier Power B64d (UPD t Awp t AF) Corrected ue+moe Power 2 s di 2 3 KITCtje ?? eZ t' b S - .^. 6o LE.e a 3 533 - Qo S D 9 Fr- c a? . -q _ I iN q „r; .3s 4.31 c> Unlimed spew 0.2 TOW ILPA a ULPA COMPLIANCE FORM) ILPA - INTERIOR LIGHTING POWER ALLOWANCE PERFORMANCE PROCEDURE PROJECT TITLE: RAG<Eii?. 3A rgE-i-.. DATE: 3 - 9- 04 Coimm I Cohrmn 2 Colo 2 Column 4 Colum S Calume 6 Colume 7 Arne I AeedAgivii C Y akgmy UPD Arm N Work Plu.e Ara Feaw I xha°t Pewea Budset (UPD s Awp ¦ AF) Caaeeded Uesing Pacer f 3 I R, ? Ire! 3 tj)OMEAs , O 1,34 4 . FMR'S 7- , tom a I3 fro 1? ? 1 l ? ' /a: a T5 Z / ?r0 ? 1 E? Ttz 1. /7 7 ? ? 8 3 as r -- . 9 5- - 71 4?7-0 Unlisted Spew 0.2 1 L d 1 a ?G03 PA . ) ° .o? (iLPA CONDUANCE FORIM ILPA - INTERIOR LIGHTING POWER ALLOWANCE PERFORMANCE PROCEDURE PROIECI' J J J LF ^ A_ .. w n n_ L DATE: 3-rj._ Column 1 Caduep 2 Column 7 Column 4 Column s Conrmo 6 CaWum 7 Arm / Ana/Adivil Cue ? S? UPD Area u Work Plane ~° Factor Wining Pourr Dodad (UPD x Awp x AF) Connected ugh ioa Power 2 Vc`-.,,T C, 2S ES 7' .. q0. r ?`l p &qo 1.1 CPR -17 !gY,3 ?g s T G `? R K a F3, O , I L L vA6sw S? 0.2 l o a?5b T°'a' 31 3 ?, ao Sao 1 00 ILPA . (CLP COMPLIANCE FORM) CLP - CONNECTED LIGHTING POWER LIGHTING POWER CONTROL CREDITS' PROTECT Tnie C? RAC.K ?R gAZ4e'1 DATE: ?' CI" 14 Lighting Power Coslml Game Column l Column 2 Column 3 Column 4 Column S Column 6 Column 7 Coh® ! Columo 9 Areal Ltuuimirs Description / 6mbfled lspmt waft Coooecled U t Po%w (CLP) . of Lux. with Adv. Commis Control Tylw dt PAF LPCC (CLP a PAF) Adjusted Ly Pownr (CLP-LPCC) Told CLP TOW ALP hbr gppLICAp?Le 5)o CE, vin S,,?AYLi6(4T SewsjrA&)0QtceAtjC-4( S?S??JC?,, o? trl?m+? Pti?At?-`-?'?r,t;rJC= ?RaG2APv` fs fJSE-f?. 2000 BUILDING PERMIT APPLICATION (COMMERCIAL) I 3 0J ' CITY OF EAGAN U 651-681-4675 Reauirements 'L¢vlXQ S ?? O V Foundation Only New Construction Interior Improvement • Structural Plans (2 sets) • Architectural Plans (2 sets) • Architectural Plans (2 sets) • Civil Plans (2 sets) • Structural Plans (2 sets) • Code Analysis (1) •• • Certificate of Survey (1) • Civil Plans (2 sets) • Project Specs (1 set) • Cade Analysis (1) •• • Landscaping Plans (2 sets) • Key Plan (1) • Project Specs (1) • Cade Analysis (1) '• • Master Exit Plan (1) • Spec. Insp. & Testing Schedule " • Certificate of Survey (1) • Energy Calculations (1) not always- I • Spec. Insp.& Testing Schedule (1) •• • Elec. Power & Lighting Form (1) not always- I • Project Specs (1) 1 1 • Energy Calculations (1) •• 1 1 • Electric Power & Lighting Form (1) 1 1 • Master Exit Plan (1) 1 1 • Fire Protection Plan (1) 1 1 1 1 • MC/ES SAC determination letter • MC/ES SAC determination letter • MC/ES SAC determination letter call 651-602-1000 call 651-602.1000 call 651-602-1000 Contact Building Inspections for sample Food & beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health - call 651-215-0700 for details. DATE: WORKTYPE: _ NEW X REMODEL CONSTRUCTION COST: %0.00'0, rsp DESCRIPTION OF WORK: ?o .ti v6? -T ir""`° Q^?oZ-`^wo-oq ?6rt": Rct- TENANT NAME: ?O ?" S6NS 6r S?ou.?S$QN SUITE: Sog 5? $ FORMER TENANT NAME.::S°'E? `t.-^ SITE ADDRESS: L T ? BLOCKA_ SUBD Name: p c6t?s°W ??? Phone#: ( U*rL ) 4?e\ "1zZ`L PROPERTY Last First OWNER CONTRACTOR Street Address: 30% O-?`?s•..pt?LE ?LV >c ragat?s City Company: Co'cbww r ev.a? .w??ept -M- Phone#: C o%\ Street Address: 4? a Qtat? ro rt..?p? a City \tt+?Td?++?wVa\?. ARCHITECT/ ENGINEER Company: t\)s u C ?,ow N EIS 0 i ?` gN> Name: ?ra+v ?T?Trcy?SwJ Street City Sewer/water licensed plumber 1 hereby acknowledge that I have read this t of Minnesota Statutes and City of Eagan Or MAC 17 State: Vr •s State: Mu State: state that the infoiRmation is Signature Zip: 47mf. - 4^1-1 5 Zip: SS\ yo Phone #: ( Registration #: Zip: with all applicable State . . OFFICE USE ONLY BUILDING PERMIT SUBTYPE ? 01 Foundation ? 26 Public Facility ? 14 Apartments g27 Commercial/Industrial ? 15 Lodging ? 28 Greenhouse ? 25 Miscellaneous WORK TYPE ?hVP ? 29 Ante nae ? ? ? ? 30 Accessory Bldg. ? 32 Ext Alt - Apts. ? 34 Ext Alt - Comm. ? 35 Ext Alt - PF 43 Reroof 44 Siding 45 Fire Repair 46 Windows/Doors ? 31 New ? 34 Repair ? 37 Demolish Bldg. ? ? 32 Addition ? 35 Tenant Impr ? 38 Demolish (Interior) ? '33 Alterations ? 36 Move Bldg. ? 42 Demolish (Found) ? GENERAL INFORMATION Census Code SAC Code __3p No. of Units 0 No. of Bldgs. Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Width Basement sq. ft. First Floor sq. ft. sq. ft. MISCELLANEOUS INSPECTIONS ? Gas Service Test ? Heating APPROVALS Planning Building /B?• ZS? Permit Fee Surcharge 6 00 Plan Review v o MC/ES SAC 3 3.6 v • o-& City SAC Water Supply & Storage S/W Permit S/W Surcharge Treatment Plant 1`Y??• cA.) Park Dedication Trails Dedication Water Quality Other Copies sq. ft. sq. ft. sq. ft. sq. ft. MC/ES System City Water Fire Sprinklered ? Insulation ? Plumbing ? Stucco/Stone Engineering Variance VALUATION1 ?C7?fJfJO % SAC /DO / SAC Units 43 Meter Size Total 520-15' Metropolitan Council Working for the Region, Planning for the Future May 24, 2000 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: Environmental Services The Metropolitan Council Environmental Services Division has determined SAC for the Joe Sensors Addition located within the City of Eagan. This project should be charged 3 SAC Units, as determined below. Charges: Patio Seating 20 seats @ 8 seats/SAC Unit If you have any questions, call me at 602-1113. Since ely, - J -J Jodi L. Edwards Staff Specialist Municipal Services Section JLE: (325) 000524SG cc: S. Selby, MCES Carolyn Krech, Finance Department, Eagan Dave Pan, Cobra Construction SAC Units 2.50 or 3 230 East Fifth Street St. Paul, Minnesota 55101-1626 (651) 602-1005 Fax 602-1183 TDD/TTY 229-3760 An Egoa(Op? jnlhj Em byer m x i A 0 0 a u m 1 O? `° -j m .o D OOR SG HEP ULE co NO. SIZE DOOR DOOR Ef..l^YATION MAIL. DOOR COLOR FRAME M"ATIM FTiAME 192AME MATMIALGOLOR FEAD JAMS SILL R13'INM5 I PR W-OW-8'k[ W4' A SiC, WOOD CEDAR STAIN A SETAL GWAR 1/AIO 8/AI0 15/AIO DEGORATINTANDEiaGl" 914' ' 2 PR V-O'x6'-06d 314' A 5G. WOOD GEPAR START A METAL CEDAR 2WO 4/AI0 . 16lAI0 DSLORATIV&MID' RaIT W4 1 ' AR B METAL GEAR 3/AIO 14/AIO R/AIO SH UPStGVF DOORS 3/4 5 5'-O'z6-60)d 3/4 E METAL CED ARA 0TE tE 41A10 II/AIO IDIA10 SOX50 LITE Q UNVERCOTDOORS 4 4,-0,k6,-85d MW E METAL GIQ^9A"8m G METAL P O l2/AIO IWAIO 3"x3' LITE I LWOtGUTDOORS : 5 4'-0"x6'-8'x1 5W E METAL CEDAWW9TE G METAL C4WARA"6EITE S/AI UFVERGUT DOORS 314' 6 5'-O BSd 3I4' E METAL LEDAR 9 METAL CEI AR 31A10 10/AIO rVAIO 7 3'-0'k6' b'x] 5/4° D S.C. NOW CEDAR STAIN B METAL CZVAR44417E 61AIO 13/AI0 20/A40 6 B'-O'x6'-5'x1 3/4' D 5L. WOOD GIWAR STAIR B METAL CEDAR '71A10 wAN) 2VAIO 4 3-O'XW-Vxi We P SL. WOOF GEDAR STAIN B METAL GWAR -VAIO WMO 21/At0 10 2'-O5W-8"x1 511V D 9C, YIOOD CEPAIR STAIN D METAL CEDAR WAID B/Al0 I6/AIO /AU vim Yi WaA 24' FUDP x 30' 10 11 51-0 'k6'-8'x1 5/4• G METAL WITE 13 METAL WHITS 2VA10 VAIO 7 3 i " HF ._ _. _. _. _._ _?... ?.? ..e.s LIRA=- WINDOW 24 MODE X50 T3 ?qo-jw-a, 15 5'-0k6" Nd 3/4° 5 METAL WHITE 5 METAL 34HTE 251AIV vArnK+ ? W.+ ' ' ' ' ' ' B METAL MITE 6 METAL Mm 22IAIC 24/Al0 6RiLL.E 361Al0 24' x 90 16 kl 914 3 -0 x6 3 B MIETAL WHITE 221AID ZVAt0 36/AlO 129" 49RILLE F 3'-0'x6'-8'xE 314' B METAL WHITE s VIAD041 I8 5.05a6,8'xl 3/4 G METAL MITE B METAL MITE 23/A[0 301A10 SB/RIO coa?z I 19 51-0'k6'-8'x1 5!4' E METAL GIPAR/WRTE 5 METAL GE PARN'iM 51NO MAW (4/AI0 - NOOD CEDAR STAIN 44/AIO 51M 45IP40 57/AIO SIM 20 4-O'xf,,-W CA. - - - NOOD aMR. STAIN 44/AEO SIM 48/AIO OPP 3T/Al0 9UM 21 4'-0'x6`.8' ' GA. - - - F METAL GEVARAIINITE 59/A10 46/AIO 31/AE0 SIM 22 9L8"x6'-8 GA. - - F METAL CEEDARANHITE 501AI0 . 46/AI0 3M/AIO SIM 23 51,8'x6',8' Co. - - HOOD CEDAR 44/Al0 45/A10 16fA10 SIM 24 8'-8W-60 GO. - - MITE 5 METAL P#m 22/AIO 24/AIO 570,10 :v 25 B METAL ° ' ' 4' ' B METAL WHITE E METAL WHITE 2WAEO "A10 37/Ai0 ? 27 -VM 5/ -4Stb 2 28 4'-0'x4'-0'x1 3/4' B META- U i17E CEDA R M 6 METAL GL'OAFJWHITE 28/AIO 35/AIO 42M10 wl l--- 1. >?QQR?I?E W 7 E ? ? pS a?. tiFT ?E70N 5 T 6 615) 2.4_4?pE?,-480r O 2. 75 0 G&-Azsco?x. • {?, bt rt.w?awe.lQ,,d / a`t '1-A CA*-I( e d A:j r I =?' ? A ? =?; Gjc?3T l?ce. ?`?r-off ?. g ?-A.Qo? eS , ? Saa#5 "p¢?r ??.•?c. , - - s B e. .. DWG ; ,,S?a ll s dew ' 5 wa kw .pvrd so rod's vhkk ?o.at -• u ar6ss e?cfi1!? t a, ,.d sca ?.. ;,,? f4u?-# a-F ?rnposcd post's ??•-,ra;l. (Ca .Gv s w + l l Ise rLvvt ?? 'p Kd 4S ?t I 64n4/ Use BLUE or BLACK Ink ---------i 1 For Office Use~J City of Eajan 1 Permit 41 1 ~X 1 Permit Fee: 3830 Pilot Knob Road; ° - 1 I Eagan Phone: ~Z~"IL j 5122 N 5) 675-5675 MAR 191011 ; Date Received: I I Fax: (651) 675-5694 i Staff: Ila - - - - - - - - - - - - - - - J CA 2012 COMMERCIAL BUILDING PERMIT APPLICATION Date: 12--Site Address:, -~-01 o P uk et S517-1 Tenant Name: Loa E nA--IC- 2i LL- (Tenant is: New / Existing) Suite Former Tenant: Name: H X1 Ar hone: L IZ Z..-W I PROPERTY OWNER (0675 su" Nil rr CV Address /City /Zip: Applicant is: Owner Contractor TYPE OF WORK Description of work: Q 6OCL. DF Cxtr=,WPG QJSI ~.I 2&t= ~1 vt7 ppp Construction Cost: 3,501 Name: 0 e e- rrh&e (ax ;r COS Lt,(-- License 13422. ')IY~(IsGS CtijTt. hR-cifA)rtj z U bit CONTRACTOR Address: y: L-4L- -4703 aeup State: M 1I Zip: -5533o Phone: Contact: k&jy ~-w 0"VMArEmail: A (Il0. A,~4 '(heri et0A5rtrUL+lon n~ rl -Ga w+ Name: `JTL)DiiO V1 rr~ 1 C Registration L4 ARCHITECT/ Address: SZ,~)C> Jccx f I:$-zac City: n~lJ L1A POU 5 ENGINEER t l State:_ Zip: ~~L401) Phone: L9 2 - ~?i'1 - 535 ^-''^~1'LreSf-ac~ior~a-¢d►i' ~ E Contact Person: ^ri AEX Email: J40 Licensed plumber installing new sewer/water service: Phone M _ NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (661) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, ork is not to start without a permit; tat the work will be in accordance with the approved plan in the case of r h re ire iew and approval of plans. X4 Joe- X Ap nt's Printed Name Ap icant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE U SUB TYPES _ Foundation _ Public Facility _ Exterior Alteration-Apartments V/ / Commercial / Industrial _ Accessory Building _ Exterior Alteration-Commercial _ Apartments _ Greenhouse / Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES New Interior Improvement Siding _ Demolish Building* Addition _ Exterior Improvement Reroof _ Demolish Interior Alteration _ Repair Windows _ Demolish Foundation Replace _ Water Damage Fire Repair _ Retaining Wall Salon Owner Change *Demolition of entire building - give PCA handout to applicant DESCRIPTION / Valuation 350#600 -a-v occupancy A ' Z- MCES System Plan Review / ✓ Code Edition 2067 /N'S,6c, SAC Units To ft <D&AerrVA DvR-/A/` Z*7E AW- (25%_ 100%_) Zoning City Water psi-- ~1"PpNfi~Tiin/ Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction ff - 9 Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) -/Final/ C.O. Required Footings (Addition) Final / No C.O. Required Foundation Other: Drain Tile Pool: -Footings Air/Gas Tests -Final Roof: -Decking -Insulation -Ice & Water -Final Siding: -Stucco Lath -Stone Lath -Brick Framing Windows Fireplace: _Rough In Air Test -Final Retaining Wall ✓ Insulation Erosion Control Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: Yes No Reviewed By: (4w r.- Building Inspector Reviewed By: S~ T • , Planning COMMERCIAL FEES Base Fee SSiL- 7~ Water Quality Surcharge 171% 0.O Water Supply & Storage (WAC) Plan Review .B' 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 TOTA# 4~ 43 -G Page 2 of 3 Craig Novaczyk &66 From: Sarah Thomas Sent: Tuesday, July 31, 2012 9:37 AM To: Craig Novaczyk; Christina Scipioni Subject: RE: Lone Oak Grill - 3ole, ~JFG~!-it/1Skt ~ ~ Christina and I discussed and agree with your point. They proposed and we approved a 4' metal cable and cedar post fence. If they want to change out the metal for rope, that's fine, but it should be at the 4 foot height so that it truly acts as a barrier. And the access is only allowed through the restaurant. Thanks again Craig- From: Craig Novaczyk Sent: Tuesday, July 31, 2012 9:02 AM To: Sarah Thomas; Christina Scipioni Subject: RE: Lone Oak Grill I guess the question I have is, why bother with the secure gates if you can easily step over or through the perimeter barrier? Craig Novaczyk I Senior Building Inspector I City of Eagan City Hall 13830 Pilot Knob Road I Eagan, MN 55122 1 (651) 675-5683 1 (651) 675-5694 (Fax) I cnovaczvk(a.cityofeagan.com It of Eag THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. From: Sarah Thomas Sent: Tuesday, July 31, 2012 8:44 AM To: Craig Novaczyk; Christina Scipioni Subject: RE: Lone Oak Grill Thanks Craig, I appreciate you double checking on this. The City Code requires a fence, constructed of color and material suitable for the intended use. The definition of fence means any portion , structure, wall or gate erected as a diving marker, visual or physical barrier, or enclosure and located along the boundary or within the required yard. I want to say the proposed material is okay but I'm sending this to Christina as well in case there is more of a solid fence required as part of the code for alcohol sales. As far as the section that I highlighted in your e-mail, I believe that to be the case. I believe you can exit the area, but only enter through the restaurant. I've attached the staff report from the APC meeting which has attached exhibits that were approved. The exhibit labeled FLOOR PLAN identifies the gates as exit gates. Is that not the way they've built them on site? Sal" i From: Craig Novaczyk Sent: Monday, July 30, 2012 3:54 PM To: Sarah Thomas Subject: RE: Lone Oak Grill Sarah, The barrier around the outdoor seating is a couple rows of drooping rope. I told him to check with you to make sure that barrier meets with the requirements for outdoor dining and drinking area. I was under the impression that the barrier is there to eliminate ingress to the patio from the outside. I thought when liquor was involved the ordinance says ingress to the patio area was to be strictly from the restaurant. I could be wrong about that in this case, so I asked that he call you to verify what the requirements are. Craig Craig Novaczyk I Senior Building Inspector I City of Eagan City City Hall 13830 Pilot Knob Road I Eagan, MN 55122 1 (651) 675-5683 1 (651) 675-5694 (Fax) I cnovaczvk(c)_cityofeaoan.com o Wan THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. From: Sarah Thomas Sent: Monday, July 30, 2012 2:14 PM To: Craig Novaczyk Subject: Lone Oak Grill Do you know what this is about? sa"-lt From: Unity Messaging System - EA-IPT-UM1 Sent: Monday, July 30, 2012 2:02 PM To: Sarah Thomas Subject: Voice Message from WIRELESS CALLER (97632332109) 2 Craig Novaczyk From: Mike Ridley Sent: Wednesday, August 01, 2012 4:06 PM To: Christina Scipioni Cc: Sarah Thomas; Craig Novaczyk Subject: RE: Patio fence height discussion Christina and all: I spoke with Andrew and gave the OK for the 4' fence setup with ropes at 3' and 2.5'. Based on the plans (see below) that were included with the staff report, they called out rope or wire strung at the heights mentioned. He was pleased; case closed, I hope. i H Cif EFAIL ~Ci~r,~}r R~USN, s+;tt4~ 'CP QF ?~T` Imo"N E.N POSTS V4 aC a4 CMk'R POS7 SUN T wzswm R: a IP OW V,_VG M PCST IN t LVE BM 414,- k"a I~t~II#t~ ~!lii x lX~I ! Mcm :ptr VCONCRETEPOZ WEASE Michael J. Ridley, AICP City Planner City of Eagan City Hall 13830 Pilot Knob Road I Eagan, MN 551221651-675-5650 1651-675-5694 (Fax) I mridleyacitvofeagan.com Olt of ag THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. From: Christina Scipioni Sent: Wednesday, August 01, 2012 3:22 PM 2 To: Mike Ridley Subject: Patio fence height discussion Hi Mike, Attached is the email discussion Sarah, Craig and I had yesterday. Thanks, Christina M. Scipioni I City Clerk/Administrative Services Coordinator I City of Eagan City Hall 13830 Pilot Knob Road I Eagan, MN 55122 1 651-675-50341 651-675-5012 (Fax) I croscipionina.citvofeagan.com 411bk aq o tag THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error, please contact the sender and delete the e-mail and its attachments from all computers. III I IIII III III 3 Use BLUE or BLACK Ink For Office Use I R %,.I r7 t..... fi:w e -D I ) C... J I Permit a4 ~ I City of Eap I-MAY 14 2012 1 Permit Fee: C/U 1 3830 Pilot Knob Road 1 I Eagan MN 55122 Date Received: 1 I Phone: (661)675-5675 0 Fax: (651) 675-5694 Staff: G ry - -/J ptaans it Sco-t}-5rv ref 2012 COMMERCIAL PLUMBING PERMIT APPLICATION C,41IC- Please submit two (2) sets of plans with all commercial applications. Date: S/i~I( Site Address: S010 t~ctnd~i~~4ce. Tenant: Lone Oq (;Ir"t Suite PROPERTY OWNER Name: Phone: Name: STe%Al1Zr4yS Pjk a ;1 l nc, License 05,% CONTRACTOR Address: IIoZ Ecdsi 6 ~AS4;ff- 101 City: C-KJ~ State: M/U Zip: 55 Phone: L52 361-OIQ S' Email: of 5+elnL('a,u-S u.KJ l Cc r" TYPE OF New _ Replacement - Repair _ Rebuild X Modify Space -Work in R.O.W. WORK 4 ®rt axes~'n ri ~aW 1 Description of work: ~nS}q11 $ $i;% a f{ fOGr Z A nC+,.~ ¢r Se{ S i COMMERCIAL _ New Construction _2~,Modify Space Irrigation System yes no) RPZ PVB) • Rain sensors required on irrigation systems PERMIT TYPE . Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to nicking uD meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes _No Flushometers _Yes _No COMMERCIAL FEES: do $60.00 Minimum (includes $5.00 State Surcharge) OR Contract Value S. 171060 x1% = $ . 0C) Permit Fee Required on ALL new buildings and boulevard irrigation systems 4 $ Radio Meter Read - If the Permit Fee is less than $10,010, the surcharge is $5.00 $ Meter(s) - If the Permit Fee is > $10,010, the surcharge increases by $.50 for each $1,000 Permit Fee i.e. a $10,010-$11,000 Permit Fee re wires a $5.50 surchar e $ State Surcharge Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge _ $ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Cali at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you a "intend to dig to receive locates of underground utilities. www.gogherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. xQSon Se~~r~au~s x Applicant's Printed Name Ap cant's Signatures FOR OFFICE USE Approved By: r Date: S 2 Required Inspections: nder Ground <Rough-ln ~r Test Gas Test X Final PRV Required: -Yes No Page 1 of 3 Use BLUE or BLACK Ink For Office Use I of Eaedn I Permit City as/ art E-1D I I 3830 Pilot Knob Road REC``< Permit Fee: Eagan MN 55122 I Phone: (651) 675-5675 MAY 14 2012 I Date Received: Fax: (651) 675-5694 I I l II~S Y92 ~0 SCOJA 5a<~~ I Staff--------- 2012 MECHANICAL PERMIT APPLICATION ~(~F ❑ Please submit two (2) sets of plans with all commercial applications. / ~j- Date: Site Address: X010 t`7 der ~ L Tenant: L orle G rj Suite RESIDENT / OWNER Name: Phone: Address / City Zip: i, Name: J '~►~11 ra u 5 lQ1111 ri n 4, Z4C . License 059(055 CONTRACTOR Address: I la 5 51 $ slt `i-2 lot City: chQS6 State: Wj Zip: S551? Phone: 05,P) 361 Contact: y45on !SiTi+ti6V`a,bcs Email JQ5en &+e1+krav1 ddtfltbjA[ - Cowl New Replacement Additional Alteration Demolition TYPE OF WORK Description of work: QUA 2gs +o Q aew u ~~b¢nces ousted mechanical equipment is required to be screened by City NOTE: Roof mounted and ground m Code. Please contact the Mechanical Inspector for information on permitted screening methods. RESIDENTIAL COMMERCIAL Furnace New Construction _ Interior Improvement PERMIT TYPE -Air Conditioner _ Install Piping _ Processed - Air Exchanger X Gas Exterior HVAC Unit - Heat Pump Under / Above ground Tank Install Remove) Other RESIDENTIAL FEES: $60.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge) $100.00 Fire repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) = $ TOTAL FEE COMMERCIAL FEES: $75.00 Underground tank installation/removal (includes $5.00 State Surcharge) OR Contract Value $ ~i 8OO x 1°,,; $60.00 Minimum (includes State Surcharge) = $ Permit Fee - If the Permit Fee is less than $10,010, surcharge is $ 5.00 = $ Surcharge - If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee (i.e. a $10,010-$11,010 Permit Fee requires a $ 5.50 surcharge) _ $ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Cali 48 hours before. you intend to dig to receive locates of underground utilities. www.aopherstateonecall.oru I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Jasol Stei AraIA5 x Applicant's Printed Name Ap icant's Signature FOR OFFICE USE Required Inspections: Reviewed By: Dater Underground A- Rough In Air Test K Gas Service Test In-floor Heat _jj~ Final HVAC Screening IL • Use BLUE or BLACK Ink For Office Use I ~ Permit ~ I City of Eajan ~ 1 I 3830 Pilot Knob Road Permit Fee: I / sI Eagan MN 55122 e Date Received: Phone: (651) 675-5675 REf E-- i V!y ,D I I Fax: (651) 675-5694 I Staff: TZP JUN 0 8 2012 L------------ l _ 2012 COMMERCIAL BUILDING PERMIT APPLICATIONCT' Date: Site Address: bw Tenant Name: Lo A )i' (')A K lj~A rZ At\)~ &)Z'-; C 4 (Tenant is: New / Existing) Suite Former Tenant: F~a Name: 1 A,4 ct r-% - D M ~~nen:oj IB1C`, I ~L r- S - PROPERTY OWNER Address / City / Zip: C~ hS c~ w. rvv r~~ S. -mercy y E' ~ M1J S5o Applicant is: Owner Contractor Description of work: F& vvia,JE'_ 1 C ~E Z s-®1t (-:*X s { i' ,~1 TYPE OF WORK =Construction Cost: c Name: f~p h.r4 ~ _ ~n c-f r, K Cl t°r3:-1 C-C> r L (..8 License ar~ 3 3 ~ CONTRACTOR Address: re-ate r City: 61K State: /Vj Zip: JS J~C~ Phone: -43 - G3 "2 - L/U$® Contact: "10L (Cl, Email.- Name: Registration 11 S l ~ 2~ j ARCHITECT/ Address: J 3~ 51 per{ Se.~~e -),36City: /,A n ne c. ~d 15 ENGINEER State:{ Zip: $ '1'CD Phone: C I - VYLI- Contact Person: Ajorex r Email: A~ rl Licensed plumber installing new sewer/water service: Phone NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of a the information may be classified as non-public if you provide specific reasons that would permit the City to J conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x16 ryl ref i n. r ✓e- ra x Applicant's Printed Name App s Sig nefu Page 1 of 3 606AVLJAk 416 NOT WRITE BELOW THIS LINE G C SUB TYPES _ Foundation _ Public Facility _ Exterior Alteration-Apartments -commercial / Industrial _ Accessory Building _ Exterior Alteration-Commercial _ Apartments _ Greenhouse / Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES _ New Interior Improvement Siding _ Demolish Building* Addition Exterior Improvement Reroof _ Demolish Interior Alteration _ Repair Windows _ Demolish Foundation _ Replace _ Water Damage Fire Repair _ Retaining Wall Salon Owner Change *Demolition of entire building - give PCA handout to applicant DESCRIPTION Ale- ✓ Valuation Z ADD Occupancy A • Z MCES System Plan Review ✓ Code Edition ZD07~SBG SAC Units (25%_ 100% ~ Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction _ Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation Other: Drain Tile Pool: Footings -Air/Gas Tests -Final Roof: -Decking -Insulation -Ice & Water -Final Siding: -Stucco Lath -Stone Lath -Brick ✓ Framing Windows Fireplace: -Rough In Air Test -Final Retaining Wall Insulation Erosion Control Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: Yes No Reviewed By: , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee .7 S Water Quality Surcharge L • " 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 TOTAL Page 2 of 3 ~Metropolitan Council ~qqq 5 Environmental Services June 19, 2012 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has determined the SAC to be charged for the wastewater capacity demand for Lone Oak Grill to be located at 3010 Eagandale Place within the City of Eagan. The City will be charged no additional SAC Units for this project, as determined below. SAC Units Charges: Restaurant Indoor seating 2991 sq. ft. @ 15 sq. ft./seat @ 10 seats/SAC Unit 19.94 4.20 C Unit 42 seats @ 10 seats/SA Outdoor seating 1570 sq. ft. @ 15 sq. ft./seat @ 10 seats/SAC Unit x 25% 2.62 Bar Indoor seating 50 feet @ 1.5 feettseat @ 23 seats/SAC Unit 1.45 Outdoor seating 24 feet @ 1.5 feet/seat @ 23 seats/SAC Unit x 25% 0.70 Game Area Inside: 336 sq. ft. @ 590 sq. ft./SAC Unit 0.57 Outside: 2228 sq. ft. @ 590 sq, ft. x 25% 0.94 Total Charge: 30.42 Credits: Joe Senser's (Look-Back Use -1998 plan) Restaurant 118 seats @ 8 seats/SAC Unit 14.75 1819 sq. ft. @ 15 sq. ft./seat @ 8 seats/SAC Unit 15.16 Bar 133.8 feet @ 1.5 feettseat @ 23 seats/SAC Unit 3.87 Game Area - 300 sq. ft. @ 590 sq. ft./SAC Unit 0.51 Total Credit: 34-22- Net Charge: 0 www.metrocouncil.org 390 Robert Street North • St. Paul, MN 55101-1805 • (651) 602-1005 • Fax (651) 602-1477 • TTY (651) 291-0904 Are Equal Opportunity Employer r Page Two June 19, 2012 Lone Oak Grill The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions, call me at 651-602-1378 or email jessica.nye@mete.state.mn.us. Sincerely, Jessie Nye SAC Program Administrator Environmental Services Division JN:kb: 120619A2 Determination expiration: June 19, 2014 cc: File, MCES Peggy Fleck, Eagan (email) Joel Lehman, Lone Oak Grill (email) Luke Shimp (email) WOW CPL.VG VI OLNVn IIU! I For Office Use I vn un,'c- j Permit City of Eatan 60-o6i 3830 Pilot Knob Road ELK Permit Fee: i Eagan MN 55122 1 Phone: (651) 675-5675 I Date Received: I I Fax: (651) 675-5694 J U N r I i staff. i 2012 MECHANICAL PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: 2- Site Address: 1 C7 ~a.VI 3 a 0 V)12 (Q E4a, O 6512.1 Tenant: i-fJ1/1 C)2& -1 Y 1 Suite RESIDENT/OWNER Name: l mAc V o Y, ~l Y I I ( Phone: Address/ City/ Zip: 0 Name: Y' Y V e I co-J W* License CONTRACTOR 'Address: :15i~4 131$'LR: City: 5jM2VhC VWia-yl State: Vv"n Zip: C3r)39p U Phone: I LP3 q + 3500 Contact: Email: ov" V i' Q I V k&f l( a New Replacemen Additiona 4i Alteration Demolition TYPE OF WORK ' Description of work: Rv' kiewaai' hr u 4ey - a v Jad-jievr NOTE: Roof mounted and ground mo nteal mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. RESIDENTIAL COMMERCIAL Furnace New Construction Interior Improvement PERMIT TYPE - Air Conditioner Install Piping Processed Air Exchanger X Gas Exterior HVAC Unit - Heat Pump Under / Above ground Tank L_ Install Remove) Other RESIDENTIAL FEES: $60.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge) $100.00 Fire repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) = $ TOTAL FEE COMMERCIAL FEES: r- $75.00 Underground tank installation/removal (includes $5.00 State Surcharge) OR Contract Value $ x1% $60.00 Minimum (includes State Surcharge) = $ Permit Fee - If the Perm' Fee is less than $10,010, surcharge is $ 5.00 = $ Surcharge - If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee (i.e. a $10,010-$11,010 Permit Fee requires a$ 5.50 surcharge) _ $ TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (651 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. wMny o herstat onecall.or I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that 1 understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval o*pt's x Gl C 1 1 "J la Ill d Applicant's Printed Name Signature FOR OFFICE USE Required Inspections: Reviewed' BY: Date: Underground Rough In Air Test Gas Service Te$t In-floor Heat Final HVAC Screening jui z4 I L uj.uza HL I tlVll' IVltUMAINIUAL DD 1 L 1 D4VUD P. I Post-its Fax Note 7671 Date Lt/ pages "Ages" or BLACK Ink To From / - / L ?rt ~i": For Office Use ! Coj epl. Co. Permit#: CL/v~ City of Ea g Phone # Fez/- L 7,J- (0/,;?, 3830 Pilot Knob Ra Fax Fax # ~Z Permit Fee: ~ I Eagan MN 55122 4o- At Date Received: Phone: (651)675-5f_..._._._.. Fax: (651) 675-5694 I Staff: I 2012 MECHANICAL PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Ae~- Date: Z-`~ Site Address: 3 aLa~- ~/rk Tenant; 2014, &4/,( Suite Name- ~T&t°'1 ~~~v/% 6~i~ G► Phone: 6 ~Z - ~~O✓ 2-O 4 € RESIDENT I OWNER 1 _ ! Address/ City !Zip: 3 O /O r/Z_ Name: y ,81ee~, CONTRACTOR Address: oZ Lt' ' ' G City: 6 ~~7 / Z y State: zip: Phone: I Contact: li/~J~ll4 Email: ~~ft!~• ~~fe/~i~/yI~L~~ CG/h a New Replacement Additional Alteration Demolition TYPE OF WORK Description of work:/ ~4Lzy' NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. i RESIDENTIAL COMMERCIAL Furnace _ New Construction _ Interior Improvement 4 - t PERMIT TYPE Air Conditioner Install Piping Processed x _ Air Exchanger _ Gas Exterior HVAC Unit ; _ Heat Pump - Under I Above ground Tank L_ Install / _ Remove) Other i RESIDENTIAL FEES: $60.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge) s $100.00 Fire repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) _ $ TOTAL FEE COMMERCIAL FEES: x 1% $75.00 Underground tank installationlremoval (includes $5.00 State Surcharge) OR Contract Value r$ -7f $60.00 Minimum (includes State Surcharge) = $ C ( 7. J Permit Fee If the Permit Fee is less than $10,010, surcharge is $ 5.00 = $I G Surcharge r t If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee f (i.e. a $10.010-$11,010 Permit Fee requires a $ 5.50 surcharge) $ j& TOTAL FEE i CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. vAwj.oooherstateonec2l!.oro I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the a roved plan in the case of work which requires a review and approval of plans. x ~4/ e x 14 Applicants Printed Name App ant's Signature FOR OFFICE USE Required Inspections: Reviewed By: _ Date*jngg Underground Rough In Air Test Gas Service Test In-floor Heat Final HVAC Scr 'R f Use BLUE or BLACK Ink e - J ~ For Office Use ~ r Perrrrlt 3830 g ' a ° t Perot € ee: 3 Pilot rt ob Road 'el J - M~ Y. ~_W1) 67SA5675 DateReceiveri_'-~' (661) 67u C9 f _ l Staff: 201 € AL PEQ ii ~ ~ ~ C , twig (2) :yet: of plarts with all oa nfnercial applications. & Site Addre / W a Phone: +cGd~r / CO ( T s Name: lens , : c T n - R i attF3:;P ZED) lU"t'" I _ dial,, Walk jQ11/1 M~w r..... c : ou `ed gr~,,,. l n _..1 ied :r: ~ it i q:N : n 'v a ! to .Lrf`~t7bG . 3 Z"C 1 °JYOUM K l i wnc : L4 non . .r h i i f New Construction ~ Interior trnprCrveaieit !ns tall Piping prceessW i r_eM P dn_z. Umer Above ground Tank C_ OWN Remove) Other _ h rJ f ` l .e.",-... eos_.,, H. ~.___.W..-.. <..~<<., ev ~x ..,.A....s. .u..r....... ..x..e.~.~, $ s Whn to an tx st n r f onduda $510 sw Surcharge) ! T10100 Fun Tn e bur WW" im ire s e1p (`dudes $510 SMSwAaMer TOTAL FEE ERC5 a a Mu U n5tnAK ",x v,;i titi"'it"dc ~ $5_00 4t3#v ~~7r f OP~ Contract Value s ~Q x1% $ r~ Po nit Fre surcharge ( - . FEE ¢ , ? I w ' " tie v. .o Ca" M p5q 4UNN for protection against a#~~ ~rc~~a€a~9 utility damage. Call 48 hoors before _ h,,:: rn~3~e~~ee~untf rtat?t€ti~~, i^r4r~r~~t~~r~t~at~ra®~e~i{,~ar~~ t C M000 - n s gc Cm e , tr ! the v. orn: W be 0 miarn,_;a`ice mtr the te`uitl shta'.. and code$ of the City of ~...,>n ,3 1N `x a p r9T9i'+ and waM natty bun w,, } ooa a permit be in acocroance s lih th, cc was moth wpm. a r,.. s _ .~.....e t_' X ill Name Apo ~ - - PERMIT City of Eagan Permit Type: Building Permit Number: EA106539 Date Issued: 0812712012 ~it~ of 11QR Permit Category: ePermit Site Address: 3010 Eagandale Pl Lot: 2 Block: I Addition: Eagandale Lemay Lake 4th PID: 10-22528-01-020 Use: Description: Sub Type: e-Fireplace Construction Type: Work Type: Gas Insert Description: Census Code: 434 - Occupancy: Zoning: Square Feet: 0 Comments: Improvements to the home may require smoke detectors in all bedrooms. Chimney /flue must be inspected prior to concealing. Carbon monoxide detectors are required by law in ALL single family homes. Fee Summary: BL - Base Fee $3K $88.50 0801.4085 Valuation: 4,500.00 Surcharge - Based on Valuation $3K $1.50 9001.2195 Total: $90.00 Contractor: - Applicant - Owner: Hearth and Home Technologies DM REALESTATE HOLDINGS 2700 N. Fairview Ave 6075 SUMMIT CURV Roseville MN 55113 COTTAGE GROVE MN 55016 (651) 638-3309 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Applicant/Permitee: Signature Issued By: Signature I U I U.7/ LU1L 1U:.71 l0303.34 U 0 Z NLK1 IiAUt I.UNnI r-hiUt Cll/ G3 Use BLUE or BLACK Ink ~ -Forl~fficeUse I Perm it * /0 *.City of Ealan I Permit Fee: ~ I 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 I Date Received: Fax: (651) 675-5694 ;,l t I Staff: ! 2012 COMMERCIAL BUILDING PERMIT APPLICATION Date: 10/3/2012 Site Address: 3010. Ea4andale Place Tenant Name: Lone Oak Grill (Tenant is: _New/ x E)dsting) Suite Former Tenant: 1 I { I , ~il Name: Joel Lehman D.M. Real Estate Holdings Inc. Phone, 612-865-2811 s I Address / City / Zip: 6075 Summit Curve S. Cottage Grove, MN 55016 I rll ! j li~l ipp°~ ! ! Applicant is: Owner x Contractor Ill I 1 1 1 1 1 .t r° Description of work: Reroof fl~r r ll I ~ I ~ ~r I ,t Construction Cost: $40,000.00 g1^ i o IIJ P rl h gr171 rili(~ ~Ii^ n Id l i t r; a i9 , `!I! I ~l• 1 ~ ^ • 16j1 I,~„I, Name: Heritage Construction Companies. LLC. License 20626330 1~ 1 P 'I ; +I;" I' ~ ~i~ J Address: 13422 Business Center Drive Suite 26 City; Elk River State: MN Zip: 55330 Phone; 763-633-4080 l~1ll,rfrr~_i'Iti{l Contact: AndrewHarvala Email; AHarvala(cDHeritageConstructionMN.com {r ft l lli,a! !r1I r P h i I 1 I.^)q1 iit I!{~~;i1{ "I,ar~ g~ I I + !I' it I ~1~ f,!1 1 { r it I ! I Name: NA Registration Address: City: !N'j State: Zip: Phone: II 'I ilfli~ ~~i11 iit r f dd{{ d ' I>~~~~~i . ~„It:~,•,I II,1! Pi f Contact Person. Email: Licensed plumber installing new sewer/water service: NA Phone f ll I I~ 1 I o ~I' dl ~ Ir I r f i ~tl (t ~11 n r 'l l i / ~ , ~ ~ I.11 ~ ^ i { ^I I I I 1 I 1 ! 1~ I 9 CAL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities- www.gopherstateonecall.om I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which re ires a review and approval of plans. x Andrew }larvala x Applicant's Printed Name Applicants Signature Page 1 of 3 ~ d-72 DO NOT WRITE BELOW THIS LINE ~p SUB TYPES --y~, 1 0 ~4~c~,aQc 1 _ Foundation _ Public Facility _ Exterior Alteration-Apartments Commercial / Industrial _ Accessory Building _ Exterior Alteration-Commercial _ Apartments _ Greenhouse / Tent _ Exterior Alteration-Public Facility Miscellaneous Antennae WORK TYPES _ New _ Interior Improvement Siding _ Demolish Building" _ Addition _ Exterior Improvement Reroof _ Demolish Interior _ Alteration _ Repair Windows _ Demolish Foundation _ Replace _ Water Damage Fire Repair _ Retaining Wall Salon Owner Change "Demolition of entire building - give PCA handout to applicant DESCRIPTION ad. Valuation 6000 Occupancy MCES System Ac Plan Review p~1 IyE Code Edition 240b7 Me%,e SAC Units (2 _ o _ Zoning City Water Census Code Stories Booster Pump # of Units D 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 Other: Drain Tile / Pool: -Footings -Air/Gas Tests -Final v,/- Roof: -Decking insulation -Ice & Water -Final Siding: -Stucco Lath -Stone Lath -Brick Framing Windows Fireplace: -Rough In -Air Test -Final Retaining Wall Insulation Erosion Control Meter Size: Final C/O Inspection`: Schedule Fire Marshal to be present: Yes ✓ No Reviewed By: 4 (O Building Inspector Reviewed By: Planning COMMERCIAL FEES Water Quality Base Fee 574-Z<' Surcharge U - " Water Supply & Storage (WAC) Plan Review 0,0-0 Storm Sewer Trunk MCES SAC Sewer Trunk City SAC Water Trunk S&W Permit & Surcharge Street Lateral Treatment Plant Street Treatment Plant (Irrigation) Water Lateral Park Dedication Other: Trail Dedication Water Quality TOTAL 5 '14 Page 2 of 3 For Office Use Permit#: I�' "."`. A N Permit Fee: .'.' EAG Staff: 3830 PILOT KNOB ROAD I EAGAN,MN 55122-1810 JAI Payment Recvd: _Yes No i (651)675-5675 I TDD:(651)454-8535 I FAX:(651)675-5694 APR 2 i Email: buitdinginspectionsta)citvofeauan.com 4 2019 � Plans:_Electronic aper � Plan Submittal:eplansacitvofeaoan.com 2019 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of paper plans with all commercial applications as well as an electronic set of the submittal, submitted via email,CD or flash drive Date: 04/24/19 site Address: 3010 Eagandale Place, Eagan 55121 Tenant: Lone Oak Grill suite#: Property Owner DM Real Estate Holdings Phone, 651-789-2081 Owner ' Name: g Name: Drain Pro Plumbing, Inc. License#: PC000907 Contractor. Address: 8815 209th St. W. city, Lakeville State: MN Zip: 55044 Phone: 952-469-6999 Email: plu bertdo@msn.cAm New Construction Addition Modify Space ✓ Replacement Repair Rebuild Work in Right-Of-Way Description of work: supply and install an 85 gallon commercial gas water heater,take away old ,-tc 36,5 AO viii-t+� Type of Work irrigation System(_yes/_no)( RPz/ PVB) - • Rain sensors required on irrigation systems • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meter Required-Call Utilities at(651)675-5646 to verity tests passed prior to picking uo meter. Domestic:Size&Type Fire: 1 Average GPM High demand devices?_Yes_No Flushometers Yes No COMMERCIAL FEES Contract Value$ 10000.00 x.015 $60.00 Permit Fee Minimum $ 150.00 Permit Fee $60.00 PVBIRPZ Permit(includes State Surcharge) 5.00 $ Surcharge Surcharge=Contract Value x$0.0005 $ 155.00 TOTAL FEE If the project valuation is over$1 million,please call City for Surcharge The following fees may apply when installing a new lawn irrigation system or $ Water Permit connecting a new water service. $ Treatment Plant Contact the City's Engineering Department,(651)675-5646,for required fee amounts. Meter Fee S Radio Read State Surcharge ----- $155.00 TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the Clty's website at www.citvofeaaan.com/subscriba. CALL BEFORE YOU Dir. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate,that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not to start without a'peerjm'it;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. 1i tc )(Deborah Larson Applicant's Printed Name App ant's Si, ature Page 1 of 4 ic/cbt--(c( ' • No USE Approved FOROFFICE - ,Gee To Ground By RadoReadt,Aiiteemer . -.:• Required size . . Related item Meter Items Meter Page 2 of 4 . _ l 5- Dt-tr s, smith Commercial Gas ® Water Heaters yes r*513 hi'�r'3 # MASTER-FIT® BTR The Master-Fit®BTR series provides outstanding performance and maximum installation flexibility for both new construction and replacement applications. - . Multiple options for placement of water connections and low installation clearances II Im' --i are additional installer-friendly features. FACTORY-INSTALLED DRAFT FACTORY- INSTALLED, CSA DIVERTER AND AUTOMATIC FLUE CERTIFIED AND ASME RATED T&P DAMPER (BTR-120-400 MODELS) RELIEF VALVE , '� • Low-profile draft diverter helps for MAXIMUM HYDROSTATIC WORKING :4, installation in tight spaces PRESSURE: 160 PSI • Automatic motorized flue damper CODES AND STANDARDS helps minimize standby heat loss • Design-certified by UL(Underwriters • BTR-500 Model features induced draft Laboratories),according to ANSI design and no damper Z.21.10.3 -CSA 4.3 standards THREE WATER CONNECTION governing storage-type water heaters OPTIONS FOR ADDED FLEXIBILITY • Meets the thermal efficiency and • Hot and cold water connections can standby loss requirements of the U. be made through front,top or back of S. Department of Energy and current unit edition of ASHRAE/IESNA 90.1 • Eliminator''system operates when • Design-certified by Underwriters cold water is connected through front Laboratories Sanitation to NSF PERMAGLAS® ULTRA COAT'GLASS Standard 5 for 180°F(82°C)water LINING • Optional ASME tank construction available on select models • Exclusive process provides superior I protection against corrosion THE ELIMINATOR'' SELF-CLEANING - • CoreGardT" anode rods with stainless SYSTEM steel core provide additional corrosion • Designed to significantly reduce or protection eliminate sediment build-up inside the BTR-120 THROUGH BTR-500(A) tank GAS-FIRED INTERMITTENTNELECTRONIC • Reduced sediment build-upmaintains aco.. Oho IGNITION • rated thermal efficiency anreduces HLW WATER QUALITY Ld Con • Eliminates standing pilot,saves energy water heating costs awLea lent ON SELECT MODELS • Includes power ON/OFF switch • Self-cleaning system maximizes tank A1111_100 elm N. CERTIFIED • Provides flame failure response in less life than one second 3-YEAR LIMITED TANK/ 1-YEAR LIMITED PARTS WARRANTY THE ELIMINATOR'SELF-CLEANING SYSTEM • For complete warranty information, consult written warranty or go to hotwater.com. %' k, t ©April 2019 A.0.Smith Corporation.All rights reserved, Page 1 of 4 www.hotwatercom 800-527-1953 Toll-Free USA I A.O.Smith Corporation 1500 Tennessee Waltz Parkway i Ashland City,TN 37015 AOSSRG47000 . ., Commercial Gas e• rni Water Heaters OTHER MASTER-FIT® FEATURES FULLY AUTOMATIC CONTROL SYSTEM OPTIONAL LEG KIT TO MEET NSF STANDARD 5 • Manual-reset gas shut-off device prevents excessive water • For all BTR models, Part Number 9003425205 temperature MECHANICAL VENTING KITS • Adjustable thermostat with 120°F— 180°F range • For BTR-120 through BTR-200, Part Number 9005381205 • Gas pressure regulator and pilot filter • For BTR-250 through BTR-400, Part Number 9003434205 HANDHOLE CLEANOUT • For installation of approved power venter to operate in • Allows easy access to tank interior for cleaning conjunction with water heater thermostat PLUG KITS • Field wiring should conform to latest version of the National • Pipe nipples and caps included to plug unused water Electric Code ANSI/NEPA No.70 connections MASTER-FIT®OPTIONS: • For more information,consult manual shipped with water heater or contact the A.0.Smith Technical Support Center MANIFOLD KITS FOR MULTIPLE HEATER INSTALLATIONS at1-800-527-1953 • 2-unit kit, Part Number 9003426205 • 3-unit kit, Part Number 9003427205 • 4-unit kit, Part Number 9003428205 Model urn '; .a. ront, i Back x. , `l0 ,`# .' :i 'ii:* BTR-120 1-1/2 1-1/2 1-1/2 1-1/2 1-1/2 1-1/2 BTR-154 1-1/2 1-1/2 1-1/2 1-1/2 1-1/2 1-1/2 BTR-180 1-1/2 1-1/2 1-1/2 1-1/2 1-1/2 1-1/2 BTR-197 1-1/2 1-1/2 1-1/2 1-1/2 1-1/2 1-1/2 BTR-199 1-1/2 1-1/2 1-1/2 1-1/2 1-1/2 1-1/2 BTR-200(A) 1-1/2 2 2 1-1/2 2 2 BTR-250(A) 1-1/2 2 2 1-1/2 2 2 BTR-251(A) N/A 1-1/2 1-1/2 N/A 1-1/2 1-1/2 BTR-275(A) 1-1/2 2 2 1-1/2 2 2 BTR-305(A) N/A 1-1/2 1-1/2 N/A 1-1/2 1-1/2 BTR-365(A) 1-1/2 1-1/2 1-1/2 1-1/2 1-1/2 1-1/2 BTR-400(A) 1-1/2 2 2 1-1/2 2 2 BTR-500(A) 1-1/2 1-1/2 1-1/2 1-1/2 1-1/2 1-1/2 Page 2 of 4 AOSSRG47000 Commercial Gas ep smith ® Water Heaters INDUCED DRAFT MOTOR ��� I'I'I -�7- PNPT 1"NPT RELIEF -. • RELIEF I \ VALVE 4�PENING ALVE J OPENING OUTLET 1 1/2"NPT C H D A IIN T 1 72"NPT D A 1 1 01// 11 tS MI I' C H E �1"CLEARANCE - •I tt♦— T T B G GAS CONNECTION 1"CLEARANCE MODEL BTR-120-400 MODEL BTR-500 _ • TOP • TOP '; OUTLET INLET TOP TOP OUTLET , OUTLET F 11/2"NPT 1I/2 "NPT Dimensions TOP VIEW 1 Mie 111u01ber. In ot Dimensions • Tng BTR-120* Inches 69-3/4" 4-1/4" 59-1/2" 50-7/8" 19-11/16" 19" 1/2" 51-7/8" 6" 27-3/4" 400 lbs. - CM 177 11 151 129 50 48 - 132 15 71 182 Kg - BTR-154 Inches 73" 4-1/4" 66-1/2" 57-7/8" 19-11/16" 19" 1/2" 59" 6" 27-3/4" 4701bs. - CM 185 11 169 147 50 48 - 150 15 71 213 Kg - BTR-180 Inches 67-1/2" 4-1/2" 62" 53-1/2" 20-1/2" 21" 1/2" 54-5/8" 6" 27-3/4" 470 lbs. - CM 171 12 157 136 52 53 - 139 15 71 213 Kg - BTR-197 Inches 75" 4-1/2" 70 61-1/2" 20-1/2" 21" 1/2" 62-5/8" 6" 27-3/4" 603 lbs. - CM 192 12 178 157 52 53 - 159 15 71 273 Kg - BTR-199 Inches 67-1/2" 4-1/2" 62 53-1/2" 20-1/2" 21" 1/2" 54-1/8" 6" 27-3/4" 470 lbs. - CM 171 12 157 136 52 53 - 139 15 71 213 Kg - BTR 200(A) Inches 72" 4-1/2" 65-1/8" 55-7/8" 19-3/4" 23" 1/2" 56-3/8" 6" 30-1/4" 630 lbs. 7251bs. CM 183 12 165 142 50 58 - 143 20 77 286 Kg 329 Kg BTR-250(A)** Inches 72" 4-1/2" 65-1/8" 55-7/8" 19-3/4" 23" 1/2" 56-3/8" 8" 30-1/4" 630 lbs. 725 lbs. CM 183 12 165 142 50 58 - 143 20 77 286 Kg 329 Kg BTR-251(A)** Inches 75" 4-1/2" 65-3/4" 57-1/4" 20" N/A 1/2" 58-3/4" 8" 27-3/4" 750 lbs. 862 lbs. CM 191 12 167 145 51 N/A - 149 20 70 341 Kg 391 Kg BTR-275(A)** Inches 72" 4-1/2" 65-1/8" 55-7/8" 19-3/4" 23" 1/2" 56-3/8" 8" 30-1/4" 630 lbs. 7251bs. CM 183 12 165 142 50 58 - 143 20 77 286 Kg 329 Kg BTR 305(A) Inches 75" 4-1/2" 65-3/4" 57-1/4" 20" N/A 1/2" 58-3/4" 8" 27.75 7501bs. 862lbs. CM 191 12 167 145 51 N/A - 149 20 70 341 Kg 391 Kg BTR-365(A) Inches 79-1/2" 4-1/2" 70-1/4"- 62-1/2" 22-1/2' 23" 3/4" 63" 8" 27-3/4" 725 lbs. 833 lbs. CM 202 12 178 159 57 58 - 160 20 71 329 Kg 379 Kg BTR-400(A) Inches 75-1/2" 4-1/2" 67-1/2" 58-1/4" 26-3/4" 23" 3/4" 59" 8" 30-1/4" 760 lbs. 874 lbs. - CM 192 12 171 148 68 58 - 150 20 77 345 Kg 396 Kg BTR 500(A)t** Inches 81-1/2" 17.5" 77-1/4" 67-1/2" 27-1/8" 21" 1" 67-1/2" 8" 27-3/4" 8121bs. 857 lbs. CM 209 44 196 171 69 53 3 171 20 70 368 Kg 389 Kg Specify when ordering propane(LP)gas. *Model BTR 120 is shipped with a 6"x 5"flue outlet adapter. **Models BTR 250,251,275 and 500 are shipped with a 8"x 6"flue outlet adapter. Standard models certified for sea level to 2,000 ft.elevation.Order SMR 554 for elevations up to 8,000 ft. t BTR-500 model features induced draft design and no damper. Back side water connections,Inlet and outlet,are represented by"E"and"H"respectively for height dimensions. Page 3 of 4 AOSSRG47000 i Commercial Gas 1Smith. Water Heaters CAPACITY, INPUT AND OUTPUT * M ! Recovery Gallo+ r .t ss (rr:+ R , o ?lumber . Input IHR y ,Gallons or Litre x- ;Tank Size tre , 40°F 1 ,—,,,,i'O0 F j r40°.f r c;x - ,F is 42°C ''' 77= 56°C -;`48°°C '; U.S.Gallons 71 GPH 291 116 83 BTR-120* 120,000 Litres 268 LPH 1102 439 314 U.S.Gallons 81 GPH 373 149 107 BTR-154 154,000 Litres 307 LPH 1412 564 405 U.S.Gallons 81 GPH 434 174 124 BTR 180 180,000 Litres 307 LPH 1643 659 469 U.S.Gallons 100 GPH 482 193 132 BTR 197 199,000 Litres 379 LPH 1825 731 500 U.S.Gallons 81 GPH 482 184 132 BTR-199 199,000 Litres 307 LPH 1825 193 500 U.S.Gallons 100 GPH 482 731 132 BTR-200(A) 199,000 Litres 379 LPH _ 1825 731 500 U.S.Gallons 100 GPH 606 242 173 BTR 250(A)** 250,000 Litres 379 LPH 2294 918 655 U.S.Gallons 65 GPH 608 243 174 BTR 251(A)** 251,000 Litres 246 LPH 2303 921 658 U.S.Gallons 100 GPH 667 267 190 BTR-275(A)** 275,000 Litres 379 LPH 2524 1009 721 U.S.Gallons 65 GPH 739 296 211 BTR 305(A) 305,000 Litres 246 LPH 2799 1120 800 U.S.Gallons 85 GPH 885 354 253 BTR 365(A) 365,000 Litres 322 LPH 3349 1340 957 U.S.Gallons 100 GPH 970 388 277 BTR 400(A) 390,000 Litres 379 LPH 3671 1468 1049 U.S.Gallons 85 GPH 1212 485 346 BTR-500(A)t** 500,000 Litres 322 LPH 4588 1835 1311 Specify when ordering propane(LP)gas. *Model BTR 120 is shipped with a 6"x 5"flue outlet adapter. **Models BTR 250,251,275 and 500 are shipped with a 8"x 6"flue outlet adapter. Standard models certified for sea level to 2,000 ft.elevation.Order SMR 554 for elevations up to 8,000 ft. t BTR-500 model features induced draft design and no damper. Recovery based on 80%efficiency. SPECIFICATION (Natural or Propane)gas water heater(s)shall be A.0.Smith Master-Fit®model# or equal,with a storage capacity of gallons, an input rating of BTUs per hour,a recovery rating of gallons per hour(gph)at 100°F rise and a maximum hydrostatic working pressure of 160 psi.Water heater(s)shall be protected against overheating caused by the buildup of scale,film and other sediment by a self-cleaning device,positioned inside the tank so that it directs the flow of inlet water to keep precipitated solids in suspension so that they are removed from the water heater on that or successive draws.Glasslined water heater(s)shall also be protected against electrolytic corrosion by multiple factory-installed anode rods.In addition,water heater(s)shall: 1)Be equipped with an integrated control system consisting of a 180°F adjustable thermostat with upper and lower sensing bulbs.2)Be equipped with intermittent electronic ignition,a manual reset gas shutoff device,a gas pressure regulator,factory-installed,CSA Certified and ASME Rated T&P relief valve and 2-3/4"x 3-3/4"tank inspection port.3)Be design-certified by UL(Underwriters Laboratories)to current edition of ANSI Z.21.10.3- CSA 4.3 standards governing storage-type water heaters.4)Meets the thermal efficiency and standby loss requirements of the U.S.Department of Energy and Current Edition of ASHRAE/IESNA 90.1.5)Have a 3-year limited warranty against corrosion as outlined in the written warranty. For technical information,call 800-527-1953.A.0.Smith Corporation reserves the right to make product changes or improvements without prior notice. ©April 2019 A.0.Smith Corporation.All rights reserved. Page 4 of 4 www.hotwater.com 1800-527-1953 Toll-Free USA I A.O.Smith Corporation 1500 Tennessee Waltz Parkway I Ashland City,TN 37015 AOSSRG47000