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Bldg Permit 08-0258, Demo 08-0145, Alarm 08-0345, Plmbg 08-0248, HVAC 08-0433
- - 1\ u -..I <- ~IJ ] D D <Z> 0000000000000 ~ --4ru- - ia;-l o \b l .. "1LL CJ o~ ~a-l!I(] [J~____=___~CJ cccccccccccccc (l) - (l) <Z> v ~ <Z> _'~"_.llll. -* ~\c-e, De.~~c.l.o~ 4l'"e. reb("HM! ;'1\ 9\c,~ ~IM<; it- R.elet V~r\~j Q\\ d.evLCA.. Loc&l..k~<; u (l) (l) I --J- \J MAIN LEVEL 0 ] 1~ J.. ~ 7 ~ ~I <I 131 131 u~ C TV OF PRIOt"i LAKE BUILD~9.rER~.'I1YLAN REVIEW INSPECTOf'W D~ . DATE {P/~3 / ()E..- I PEi'MIT NO. 08- 0 '3~ o ACCEPtED AS SUBMITIED I2t ACCEPTED WITI J CORRECTiONS AS NOTED o NOT ACCEPTED-CORRECT & RESUBMIT These comments are for your information. All war!<-. sr:i:\lI be done in full compliance with all applicable building & zoning code re- quirements induding items not specifically noted in this review. KEEP THIS PLAN SET ON SiTE AT ALL TIMES. BASEMENT BAR AND GRILL 16691 HVY 135 PRIOR LAKE, MN [l. PULLSTATION ~ ANSUL HOOD SUR PRESSION SYSTEt.A ~ HORN/STROBE X STROBE UGHT <l> St.AOKE DETECTOR <D HEAT DETECTOR FIRE 6/23/08 MHC Trans-Alarm, Inc. 1500 ... 'fh;,.... YNn ........... IIR I5G88'r ..... <IU) IIHftIO I hz _)-IM-1IliO SHEET REV. , NlA&R REV. Do\TE: 8/5/r18 DIG: BSMEN'I'BM/PlAN DRAIIN BY: UHC D\lE: e/5/r18 PROd. UGR. GP QItrfifiraft nf (t]}rrupanrll CITY OF PRIOR LAKE ~tparfmtnf of ~uil(ring JInspttfion D Final Permitted J2!' Conditional e.O. Expires_ All" u' \- '2 no:) This Certificate issued pursuant to the requirements of Section 110 of the [J Residential / 0 International Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: \ i/ \ '\ I ". . '... . ' ~~ ('" .', -.,..- Use Classification' '\"-' \ ,("",-1 . -I 1 I Bldg, Permit No.~ t-.' - (..' ~' \,.-:, Occupancy Type A 7. Type Construction c ro ~. .., Zoning District Legal Description Owner of Building Site Address /iLll fj, (,I , /- Contt;!lctor's Name & Address Ii \ . ~ I I. J \ he' ~J !/ ),, 1/4 Bu_ilding Qfficial (,. v;' \ I < Date: ..) ~ J (J f")/ iC'/ City Planner f Date: ~RK SATISFACTORY, PROCEED o CORREC~ON AND PROCEED T f (, CALL FOR REINSPECTION BEFORE COVERING CITY OF PRIOR LAKE INSPECTION NOTICE _ -=-- SCHEDULED ADDRESS I (, ~ q I tiw,", is ../ OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o !bI8ULA TION )a"'"FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: ^ ,(\ ("\ ! (J,OSL ~ +. \" . ! Inspecto.: Owner/Contr: o FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. DATE TIME I#! (58 - 25""C: 07- OOID . - HI.... Wit'1.. 07-CJljZ-:::; o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o INSNOTI CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETY! COJylMENTS: I. l\~1A^ pl eJ~_ cJlt i1-Vv'\<:: 0 V1 9 k-t.e p l ed-n ~ ;ul<;OQda!\., \ ,<,~ ~i_,- hi\. b-" ~Vl~ 1.2.009 .- l'~,2. _~II\<ic.j.,i .L'JlVlv.:>cLCf- C/c./Cit;c:::. <",,~ ~L!""'~ '/1.( r~...........DC~a..... .3.. C:~JAA~h I<a~/J OV\. /'Jot \-\.A ~x t' f- rdv,\--- f _ I : to ~ \oliLL 1-4 to..c.. , .-" ~ {mA{~~f; I-l-C, j~;;)- L~ -r-.b; (J6~ "E~_J (1:,.,kt~\:v~ ~. ( \ . I r <J ',.) - lJ (0. c:;~~.tl_.ch..vc.;..~ '!R~\-t:- 7, r;.1-rL" t{(X)t' C(:" ,.~tl,.OCh ~A G- ,r n 6K-B. t';!~.'l; bi 0 S~-u:2./ + ~~ cRotpc\<~ J .. - I' -" j{. CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS ! G" f.n I ( OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION ~ FINAL o SITE INSPECTION SCHEDULED HUJI.I r3 'V CONTR. PERMIT NO. o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL DATE TIME , (IIS/~ I ' of; -L~(7~ o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o ( I, ....::> II' j O~ , / --- \VGt.\<r \;~ <:. \\.)<~X ~ ("^-..~:~ o WORK SATISFACTORY, PROCEED o CORRE~~ON AND PROCEED A CORRE T ,K, CALL FOR REINSPECTION BEFORE COVERING Inspector: _ Owner/Contr: -J Y . CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH de SAFETY! INSNOTI CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS IltLHl ~'Wy \ '3 I OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL DATE 7115 DB I . TIME oe-o~~ o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: ". t(e.W\OVe. ~ Lnc k f~ dcor ~. ~ T~ ~k<J- iJ,^ ~"Lt--o a~ 3 ~-':~p_ (1t'bkd-t~ , ,- o WORK SATISFACTORY, PROCEED o CORRE'1l nON AND PROCEED }t CORRE?! N CALL FOR REINSPECTION BEFORE COVERING Inspector: \ ( Owner/Contr: II J-- ,CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl DATE TIME CITY OF PRIOR LAKE ~O INSPECTION NOTICE SCHEDULED ADDRESS l~i ( ~V l~ OWNER CONTR. PHONE NO. PERMIT NO. ~ ~ - 6'::t~~ o FOOTING o PLUMBING RI o EXIGRAD/FILLlNG o FOUNDATION o MECH RI o COMPLAINT o FRAMING o WATER HOOKUP o FIREPLACE RI o INSULATION o SEWER HOOKUP o FIREPLACE FINAL o FINAL o PLUMBING FINAL o GASLlNE AIR TST o SITE INSPECTION o MECH FINAL 0 COMMENTS: 0\- t. H~\~ ~ I4tDJ>to\Jcl- ;Z. ~1P\.4.~ . ~~ w .\"'-. ~.-t)~ ~t~J.c,j , J f:. II w ; ~ l ~ ,,\()\."<_J:-2c.l--L c -k. . . r. SJ\-~ CJ~~ & f( ('..-.-.10. U \ : ~(.W; (:2 ') -9,} '-- - , t\- Lf. GI~..QJ"I'c(.i .,'\\~~ ~, 4w\JD,.-U<..~tFJ~' ~ ~)~--- ~_ -&{ t- or J..~Q.J- D.Jb~ G;.C~ ~~Q:"'J . ~ S~. , o WORK SATISFACTORY. PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH .{ SAFETY! INSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED DATE '/"'/09. lfLt \,;' TIME r !Iw~1 1,3 ~ ~ V CONTR. ADDRESS I ~ ~'ij OWNER PHONE NO. PERMIT NO. C)~ - /J 2C)B o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI 0 EXIGRAD/FILLlNG o MECH RI 0 COMPLAINT o WATER HOOKUP 0 FIREPLACE RI o SEWER HOOKUP n 0 FIREPLACE FINAL ~LUMBING FINALl!('1~ 0 GASLINE AIR TST o MECH FINAL ~_~~ ~. . ' .{ ,-\;I .f _ I -A... ,vll.~tI.s ~ "' COMMENTS: r1\o~ '-.J /. '1't"O\l1 tL2 4.. .. ..0 " r (HP ~,,: .IJ~ o r Z. S~IJ""" ~\A'\.,.rofU..\.- \lJa..<<-" -\-0 Ie!.... ~rl.A..__ / ? n ful.e.~ J4.,;L.,,~\ +- y(~ (I-(. .. (J'" o WORK SATISFACTORY, PROCEED X' CORRECT ACTION AND PROCEED o 'CORRE~ALL FOR REINSPECTION BEFORE COVERING Inspector: '/ l J Owner/Contr: CAL~447.~50 F~E NEXT INSPECTION 24 HOURS IN ADVANCE. v ~ CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl DATE TIME CITY OF PRIOR LAKE :tl., 17.~ INSPECTION NOTICE SCHEDULED -....J ADDRESS ((..~~\ \-\ w '\ \~ oJ OWNER~S~ ~... ~,..llcoNTR. PHONE NO. PERMIT NO. ~ - O;2~e o FOOTING o PLUMBING RI o EXIGRAD/FILLlNG o FOUNDATION o MECH RI o COMPLAINT o FRAMING o WATER HOOKUP o FIREPLACE RI o INSULATION o SEWER HOOKUP o FIREPLACE FINAL 7l FINAL o PLUMBING FINAL o GASLlNE AIR TST o SITE INSPECTION o MECH FINAL 0 COMMENTS: I. ~CW\.~\~~e... a.ll i lc.w\~ (ish~J... b'J J.ke. ~~rL ~L~~ica9.. , i"'~flQ.C.hJ~ b.i Jo\AA.... \ . 2~q :2. C a..h. tot i V1~~c1bV\ l'))l ~ nOt-+U. ~ "'''r- e\At1'...L )-~ bQta.~ ~ctek. ' "? f2QM.q~ 'hoa&. t;tvI ~~c.hbv\.. ~vlb~ ~ UIll ev--oc::la.J.. tJN.cJ... v . /J .1.3 G I/JClOD.lied. ,.f Q.\A,......, aJ~jh~ Glt)J,)JlQ.A..cA.~ t:U'Q... ;IA.~~~ 1'6100\.' . I - .. L(. ~~taAO_ itA. ~ lIJ\e'L"(.GW\~ ~ ~eOL t'-\us~ \oil t"e'i.\.t<C42.~ ~. -it..e. 9trudot~ f&V;'~..') ~ Jo......c... ~, 2~! 5 'Hou.'A'> " ClGl.toudl. toclc:..c;. ~~ ~d~ ~~ . loc.~ 1M I,) S ~ In i' _' ; '" ~ kllfJ. CMA. ot o....tO "te\.H J... ~,.\.!. (), h . I ..0 \) ~ ALDll~\- I . ~ooB ...., U . t:)t 1-0 o---c VO~ \ CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH ,{ SAFETY! INSNOTl .....~j \ , _'/"'~3~" ~. ....- ~L'l;' , ~ " . ._ '\l1 g \~ I _D ": /~\I I'L: ~ DI o WORK SA I; RY. PROCEED -;:...12 o CORREc;r ~NO PROCEErr- '" \ CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED \ ADDRESS / t?~ 7'( J4-w 13 / CONTR. OWNER PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: H c:. 1)c Ceg::, +- ~~A_ J..l~ f2~ I'5'l\. ~ Q - I~ rhJ II - , \ r ......-1\' I ~-- 7 ;;J,(} I ( ~- TIME o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o '60~ c;t~ \~ \-- ) I J o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. INSNOTI CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS }fA II ? / ~AiJtA..} - , I OWNER 1-M:.., .\-~ ~'I( CONTR. PHONE NO. PERMIT NO. ~LUMBING RI ~ECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION ;: COMMENTS: (Rl. '- ~ Ar-ed '- I , 5~ I )~G. ,..,~)( , ,.. - ( 11; trL L.- Jtr-vux '\ ,. / /\ ^ , ~ I. ~~ VkC~L / DATE TIME 5):2IJ~ , (..... 8- 25'T' o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST J) / . e~l~ ~i~-l- 1 . o WORK SATISFACTORY, PROCEED .>1. CORRECT ACTION AND PROCEED o CORRE71~K. CALL FOR REINSPECTION BEFORE COVERING Inspecto/ JII ) Owner/Contr: CA..lJ1:..9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. INSNOTI CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION ~FINAL o SITE INSPECTION COMMENTS: DATE TIME SCHEDULED /r(6YI Hwv 13 ~. I CONTR. PERMIT NO. 08- JS8 o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXlGRADIFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o ./i II ,;':bfil'l/~ "-~ ~ /1/ _ {//\... ~t .I ;/ /n~ JimORK SATISFACTORY. PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: tt/ ~ Owner/Contr: CALa~50 F~ THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ry II ()9:J ADDRESS { ~v q I I--IW\( \ ~ / OWNER PHONE NO. CONTR. PERMIT NO. C/?; - 0"2 ~ o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR T(ST )4 Ra~ !-(o-\,.., - n(~ "'^,l\~ u p ~ F,kl. SftP 't..- COMMENT~: J. f/ovck ~""'\CJk U-~ec+-t), or Iw;o[Ct;LOA-. (JIIV~ ~kl7 . 2 . Q.(~ Q.-ok tkkd--C)~ c.cJ1 ..t:r r2 .IAC nDr1....,-'UI\ r -. - o WORK SATISFACTORY, PROCEED CORRECT AlltTlON AND PROCEED CORRECf WbRK, CALL FOR REINSPECTION BEFORE COVERING '"""' . ~ Inspector: I / Owner/C \ JI CALL~9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &; SAFETY! INSNOTl CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT ! / 5 7(0f> (Please type or print and sip at bottom) ADDRESS ;./ ./ ~ / // If../W// /f;~way /3 S_ LOT BLOCK LEGAL DESCRIPTION (office use only) ADDITION I. White File 2. Pink City 3. Yellow Applicant ~=R ~~~ I?tA1er5 iLC (Address) ~O {//t;'t/ers; /;y A-e tu6f / / ( ~~~~;Name) &Pdle'ld /L!:h~s _ LLC (Contact Name) ~~e ~~:~~.S' /' ' (Address) 1~tb9/J/i;;way /3 s!' /_ !ft~r PERMIT NO. ~ _ 2 S8 ZONING (office use) C.'4 Pill (phone) ~/z-57?-Y;>7<o 9/ &tI! 41Al 0/'/V~ /10)/ (phone) &,/Z -S-7?-7/,;;J 70 (phone) &I;;J - S/ g-Y~7G.., 1#4/ ~ 57~ hk._ TYPE OF WORK 0 New Construction ODeck OPorch DRe-Roofmg ORe-Siding OLower Level Finish 0 Fireplace OAddition OAlteration OUtility Connection ~ P-tzAf 0 1/ ~1f' C'~ /4"S, p6L f'c..A-/VS CODE: DI.R.C,. [Jp.B.C. '~MiSC: Url.fwaU ~k//;c{~ ('K'd-l;' ?~t/~r Type of C~....O&.lCtion: I II ill IV ~ A dP I ~ Occupancy Group: ~ B E F HIM R S U PROJECT COST/VALUE $ 10. ca:.J Division: 1 (f) 3 4 5 (excluding land) . I hereby certifY that I ha~e fu . hed information on..th is application which is to the best of my knowledge true and correct. I also certifY that I am the owner or authorized agent for the ' above-mentioned roperty that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans, I am aware that the building official can rev this pe . for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. X t71..--....~ --. Y/-OJ' / "-...J "-... ~atur~") Contractor's License No. Date I Permit Valuation Permit Fee Plan Check Fee State Surcharge $ $ $ $ I $ $ $ 1$ ~O,OO().- l~' . SO I '2-4 .C\~ c:;:~ Penalty I Plumbing Permit Fee I Mechanical Permit Fee I Sewer & Water Permit Fee I Gas Fireplace Permit Fee J ThD-7lff""~:-;r;t". IJuilding Official - Date I Park Support Fee I SAC I Water Meter Size 5/8"; I"; I Pressure Reducer Sewer/Water Connection Fee Water Tower Fee Builder's Deposit Other TOTAL DUE I Paid I Date S '2.cr '1 '3 S"1t~ /oe> # $ # $ $ $ # I $ # 1$ 1$ 1$ I $ ~Z-o. '\8 Receiet No. ~S- cOb By (2--f) (0{ This is to certifY that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. Planning Director Date 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 Special Conditions, if any CITY OF PRIOR LAKE DEMOLITION PERMIT (Please type or print and si~ at bottom) 'ADDRESS l ~(; 4 I H-w 'f 13 S l ~ I --:>- - t,- ~ ,_L-.,"" .,' .... -1 ~.~." ..,I'" '" .~. r , . \ , Date Rec' d ,ljl..e W\~ ~P:ti 7 - as! DB.- l4-S PERMIT NO.oeJ_ 1+5 ZONING (office use) 6-3 LEGAL DESCRIPTION (office use only) , LOT BLOCK ADDITION ~OZ rlufJl/4- /2A;v~O"Zz.. PID 25 - 9CJ Z -047 <P OWNER (Name) (Phone) (Address) CONTRACTOR (Company Name) (Contact Name) (Address) S , t::::; \Jt:::- t+ \ &~~ <; (Phone) (plz.. ~13 - 4z 7 {;. (Phone) qC;Z- 9Z4 ~ 4-!3/e Use of Building: , INTERNATIONAL BUILDING CODE r7 ,.::::; S ,.... A f) J IJ /\ f, 12 A "" Type of Construction: I IT dID IV V r... '- I 1"117"'" 1'1 NT [fZ)H" J~ Occupancy Group: 6) B E F HIM ~l51Ul ~) i~" ~ Division: 1 CD 3 4 ~CA NOTIFICATION OF INTENT TO PERFORM A DEMOLITION A t::1P R S U 5 I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorize agent for the above-mentioned property and that all construction will conform to all existing state and local laws and will proceed in accorda ce with submitted plans. I am aware that the building official ca;~o~XhiS permit for just cause. Furthermore, [ h"3tJ-at ( ~~. 6c~ay on'" upon th, pmpmy to pmonn nil?! C;it '-~ure Date R8^o'l e I~O uJAU-S This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. Planning Director Date Special Conditions, if any 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 16200 Eagle Creek Avenue, Prior Lake, Minnesota 55372 CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT (please tvlle or print and si.ltn at bottom) ADDRESS Ihb11 J) SOUTI1 I-llA/,j I LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION OWNER (Name) r3A5,.f"MIEJ-Jr I7AA J ,(r-j(~U (Address) ?A.A4f .4"5 ,A ~"-',/, ~ BUILDER (Company Name) /fl,,If,,v/f, - /9-f-AIZ,rv> (Contact Name) J?fiV"';'? &oo[) (Address) f)I)O if. r/ZAv/~(..!f,~5 o~o 5"" 17 /A- r" Date Rec'd 1. White File 2. Pink City 3. Yellow Applicant (!jL1?" V RL-6 11)/ () 6.0258 I PERMIT Not 0 6.03+4 ZONING (office use) PID (Phone) '1 [',;. - 1;z '1 - Y ~/o (phone) (phone) q'pA ~ 1l1,~-- >:,-<-I/J- -;-/t....,~~_. ,_ fSl.L./r:f','*.~~"J.A..~,r rvI/o.-I TYPE OF WORK. 0 New Construction ODeck OPorch ORe-Roofing ORe-Siding OLower Level Finish 0 Fireplace OAddition DAlteration OUtility Connection CODE: OI.R.C. OI.B.C. ~ Misc: '::::;I<i~ .t1 LAI1-I1.1 r110/-Iri -;?"~ ..;::;-/ /r Type of Construction: I n ill IV V A B Occupancy Group: A B E F H I M R S U PROJECT COST/VALUE $ 3/5"'J.. ,5-7 Di.visi.on: 1 2 3 4 5 (excluding land) I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above-mentio~... nd that all constru' will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building :ffiCia~itfOrjUst ~~::m;y;n;uponthepropertytoperrormneed~~~:; .......... G:-slgnature ~ Contractor's License No. . I Date 3, 000.00 $ 1 6 fl. z5 $ 51, 3 & $ 1.50 $ $ $ $ $ rlm::.t''' y=~p;mc1T"VOd 1~gOffiCial ~ V I t This is to certify that the request in the above applical1'bn and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence, Before occupancy, a Certificate of Occupancy must be issued. Permit Valuation Permit Fee Plan Check Fee State Surcharge Penalty Plumbing Permit Fee Mechanical Permit Fee Sewer & Water Permit Fee Gas Fireplace Permit Fee Park Support Fee .$ $ $ $ $ $ $ $ $ (I' - Recirr. No. Bv6-. o .5c'o/b # SAC # I Water Meter Size 5/8"; I"; Pressure Reducer Sewer/Water Connection Fee # I Water Tower Fee Builder's Deposit # Other I TOTAL DUE /4-7.1/ I Paid I Date /4-7./1 ~. ;:; ()t) Planning Director Date Special Conditions, if any 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 .--.--.-. I', --p~~e~tj~~ \ CITY OF PRIOR LAKE PLUMBING PERMITIi .' "..." \ -.JilLM~~O tfeO:O II ~ ~~~~ ~~:~ _~ .. .A--"'~ _l YeIlO\\ Applicant ~ (Please fV1)e or print and si~ at bottom) , ADDRESS J3c...sL (l'\€n ~ GC-t ( 3 /{,bc;llh~IfW~ 13 $. ... . prlo( (..,:.,;. ki:- i"I^- ~S3 72- :]0)1 ZONING (office use) LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID ~=R ~)Idx- 11\41/1'\ S (Address) IS'?.. S'8' H I~ Itt Lc~ i 11 uL (Phone) b/?:- SIt" - Iy'~ lb r(\ O( L.ct~<" Mf\, 2)372- . APPLICAlXT. . (Name)~~ ~\':hl\'\~\~ ,1\(. (Phone) Cj5 z- L/l../O"" 3772- (Address) .53'>3 (('O.5sc...vtd(i:"\ .> :t- .5"1- DClV{ ~h'C 1lI/J ~ .5S37z ~ , (Address) (City) (Zip Code) (Contact Person) JO\':.....l3uL ~ff ~~ /'/ . (Phone) 61l- )70' {;g7z... "iS7z.:}z..-15/f APPLICANT SIGNATURE d:tttl/""f' L:../7 4"~ DATE 5-1- 0( / APPLICANTfpLEA:E COM;LETE BELOW Type of Fixture I Quantity Bath Tub with or without shower I Dishwasher Floor Drain Lavatory (Bathroom Sink) f,;'wl(: r _ Laundry Tray (lor 2 compartment sink Shower Stall Sinks 5 Lo."'P S fill K Bar Sink Water Closet (Toilet) Quantity Type of Fixture I Ii "'f ,( Rough-ins Water Heater 7'- coc' Water Softener Stand Pipe (Washing Machine) Sewage Ejector Backflow Assembly Backflow Assembly Test Lawn Sprinkler Other c.,,,{ p 0 (A d(<'"t 1,1/ S ~. (" :s 1\\HVvl , J- S .3 FEE SCHEDULE Industrial. Commercial & Multi-family 1% of job cost with a $49,50 minimum Residential. New One & Two-Family Residential. Additions & Alterations $149,50 $49,50 Estimated Cost $ --.IS Ct:y) ~~ , Building Permit # . PLUMBING PERMIT FEE ST A TE SURCHARGE TOT AL PERMIT FEE (Office llse Onl}) ( / 1 I I This ~~ .e omes Your BuiIdh.g permittheiAPproved ,- (/ ()f) ~ ')/ I Buil ~ Officl3l '\. bate / _ " ~ce for all inspections (952) 447-9850, fax (952) 447-4245 . 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 $_~ 00 $ .50 $ 1.:0 ~ Paid I SV [i2 Date;;;-* q ,OB /1 Receir NO.~ /~ J , By /" U 07/01/2008 TUE 10: 54 FAX 9528354765 Gilbert Mechanical ~002/003 CITY OF PRIOR LAKE Oatc Rcc'd HEATING/AIR CONDITIONING/FIREPLACE PERMIT I Fft-G-ov of). z...SB S"c..-e- 0 ( - e €>'1 ; ~.;;::" ~'~~~ 'PERMIT NO. C) _ 437 J ,t, Yclh'lll .\)ljll;C;UIl 0 ~ (Please type or Ilfint and Sillll at bOllom) ADDRESS I (.Q to ~_ l ZONING (office "sc) t+\I.,I4-\^JA\.{ I~ 5_ LEGAL DESCRIPTION (oflkc use only) LOT BLOCK ADDITION PlD OWNER to' (Name) ~ S~ve (Address) -:J A-VV\ (::J , l~ ~C; " ,'"" l. \ I (Phone) APPLICANT (I \ 1 b I (Name) 111 .ev"f"' (Address) 445/ tv. 7 & -6 , J (Address) (Contact Person) fA;j..}1- (;0 ~~ _ APPLICANT SIGNATURE M~~Sc)~ M-t.~~lI\ \~~ ( Sf-dk f (Phone) 95'2' &'35"" 311/0 [J,V1'-'. 55V3~ (Cily) (ZIp Code) , (Phone) tJ 12. ZCzO . 2r;-; DATE 7. /. () ;r APPLICANT PLEASE COMPLETE BELQW DNEW CONSTRUCTION 0 REPLACEMENT l3' ALTERATIONS FURNACE MAKE AND MODEL ---~ FUEL FLUE SIZE /---- RETURN OPENINGS "c::::::''- INPUT ____-.- OUTPUT ""- TYPE OF SYSTEM HEATING OR POWER PLANT OWlll"lll Air I'I:lIlts OGravily o Meclwnical DAir ComJitioning OVen!. System OStelllll o lIol Water o Radiation o Special Devices ___ o Other DGvices S Le-. M--f.-".c J, Ld. ~ 1 ! ------.~ - PLEASE !';OTE: Air Conditioner Units and Fireplaces Cannot Encroach into Required Side Yard Setbllcl(s. Fireplaces with nox Additions or ClIntilevers to the Outside of nuildings Require 1I Building Permit. FIREPLACE MAKE AND MODEL Induslri<ll, COl11l11ereial & Multi-Falllily FEE SOIED\ ILE I 'Jr.. of"job \..051 Residential, Gas Fireplace $49.50 'llinil11UIll $14<).50 $64.50 $49.50 Ih:sidenlial. Ileating & Me (New Construction) Residential, (Iealing Only (New Conslmelion) Residential. Addilions & Alterations Resitlenli<ll, AC Only $49.50 $49_50 Estimated Cost $ Building Permit If '~--~'j-- - (OftitC lIse (111)') I Th~~' tiOIl/BCC~.C=lll' Bllildil~ ~'I%;hCI1 Approved Illlildilll! Of Il.;,; - Date I Paid I Date r .50 ~ It PD W P~l~~~ i(te--f !+fI..t:' ~~6rf,N~ tJ-.>~ Receipt No. ON D? B:!.f By P8Jf1 ir HEATING PERMIT FEE STATESURCI-IARGE TOTAL PERMIT FEE $----,. $ $ 24 hour notice lilr all inspcctillllS (952) .U7-9850, f:u (952) -147--1245 -16-1(, I)al(ohl Strcct S.L, I'rioJ"l.al,c, Millllcsota 55372 07/01/2008 TUE 10: 55 FAX 9528354765 Gilbert Mechanical ~r ~<;. .t-o be-. ~b~ p \#/..h.J . · .rIf\.StAb+,o~ (~W'e... Wild? ') LIQ.~V'd\o'ltL.- +0 (.-0""" b"",s+;hl-LS . t'~CMA..~t- d\~c:..~aqL ~ IDl.~-h()'", . t-t'I:d.Sl- t6""fa''''Wlt!.",I-. e~l~ . M a. ~t, Ltp a,~ I?flvaJrOIl? . B a,IJY1(.,t- )l*G-pDV f ' lZaY/1L h"oJ. -h~fs / SrVI6}t.t- ~~Y1h,V\,.""evt.f ~S{-S /J1~/~1f/V ( Ct14c- fJ~/j~S Fft<J/VI tJ,L (6r /V /k- /2es,lJtH2"rf'J/ V vvn c.4tT 0/\/ ~ 0 7 - 23 0q ,cOf.--L-Ov.-J CITV Of P BUILDIN~ INSPECTOR I DATE 7 72- / c? &? ,PErMIT NO. ~ ACCEPTED AS SUBMITTED o ACCEPTED WITI J CORRECTIONS AS NOTED o NOT ACCEPTED"CORRECT & RESUBMIT These comments are for your information. All work shall be done 11 ~Il compliance with all app!icable building & zoning code re- ulrements indudlng il(;fPS not Sp€("jfjcally noted in this review. KEEP THIS PLAN SET ON SITE AT ALL TIMES. .......... 1dI003/003 t/&2-..m IT 87 Date Rec' d CITY OF PRIOR LAKE PLUMBING PERMIT /~-(~9-ob (Please type or print and si~ at bottom) ADDRESS / , /'/ tJ / ~ J I 1_ Blue File 2 Gold City 11~/7 j J_Jy;tff'l41l~:;- I ll7W I / ,- ,-1 .. , / I ..:) ~LUXJ;-C ~ T I PERMIT NO. 07, 0010 (" I '-' ZONING (office use) I LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION OWNER ,( /1 _' jJ -/,;4 r (/ ( (Name) Hr.) If C/[t,q;;;r "f))/-h " ~drl . I'. I . ___ ' (Address) /6 701 ICWA/T(J APPLICANTi // /U (Name) -..,?- IL-12///k /J / Qa.. . (Address) I rJ/S /.1/;j pfrll, / 14 0/2 (Address) ..----J ~:::::::GN:::::~:1tl;t / - y)~ / APYt;[CANT PLEASE COMPLETE BELOW Type of Fixture I Quantity Bath Tub with or without shower Dishwasher Floor Drain Lavatory (Bathroom Sink) Laundry Tray (lor 2 compartment sink Shower Stall Sinks Bar Sink Water Closet (Toilet) PID (Phone) t:/~ 7'-1/0,2. -6 5-; /""7-:1 /1' I (Phone) -;f?:;-;;; c::r7'L:5 ~ / >9' , ~ I/~ r-? J33'7 ~ (City) tf (Zip Code) 9 r;L !5yt/'l / (~ DATE /;J-PY~6/ ( (Phone) Quantity Type of Fixture / Rough-ins Water Heater Water Softner I Stand Pipe (Washing Machine) Sewage Ejector Backflow Assembly Backflow Assembly Test Lawn Sprinkler Other FEE SCHEDULE Industrial, Commercial & Multi-family 1% of job cost with a $39.50 minimum Residential, New One & Two-Family $99.50 Residential. Additions & Alterations $39.50 PLUMBING PERMIT FEE $ STATE SURCHARGE $ TOT AL PERMIT FEE $ 39. S- 0 .50 '-10, O'c) Estimated Cost $ Building Permit # (Office lJse Only) This Application Becomes Your Building Permit When Approved ~.~~ Building Official 1/'2- /D 7 , ,Date Paid 'fa, IJ 0 Date 3/tt./lo 7 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 16200 Eagle Creek Ave., S.E., Prior Lake, MN 55372-1714 1111 3-a.'\JiAl~ 1U,I~6J CITY'S COpy o ~ ACLA ... t \ ~ rJ - or f~~~Dj~ ~p~~ . "'.1...'\ ~ f1"'\. 0 L.l . .~ 1'0 lr\. 9 ~, .",r--. -i;J'. V. .n. " ~ _~_ o ~ - : ~ {~ 1\ ?:; f~L ' -,. '~a~) , . '. ," '",~~~_.,,,,/;?.,t!Y.,, ~ *' fa- /for 71{ . ~ to... ~~..$"', ~,..~ ~ ~ '" c ~~ - ~ r-- t' -l~, if ~. i? ..-- .y~ v . , r- ;<.. % ,cr ~. >" " ~ - .~ " .~ ~;:::.. ;;-\ .:- - f!" c.. ~:~\) <- '3~ -. .<.". <. y,; LJ f-'~ ~ i\:tl ~-' ... ~ .-,,1"_ r ., ~v~L 2.: ':' '.;., CITV OF PRIOR LAKE BUILDING PERMIT PLAN REVIEW INSPECTOR ~ ~ , DATE (/2-/0' . PERMIT NO. 1 {)()LQ o ACCEPTED AS SUBMlrrED ---, hi ACCEPTED WITH CORRECTIONS AS NOTED (:i NOT ACCEPTED-CORRECT & RESUBMIT t_l~ These comments are for your infonnation. All work shan be done ~,.~ 'in fuI ~p1iance with all applicable building & zoning code I&- i_ :~"" ~ JuinMnents Including it~ms not specifically noted In this revi&w. ,; l'"f"" CIa KEEP THIS PLAN SET ON SITE AT ALL nMES. . ~ ; to ,~5' I ;:. e Ii... . . '.;[ ~.~.J r~. ~;2" ~.:t.. fU~ , . - " J) Iv ,,- " In ._~~... ~ ~ ~ V""--'L "'1' C · r-" ~., "', '- ... 1I V . p~, ~~I ~I :U-.t;/ 4(W"~rtI~'*'-W !~&~~ ~ E~. !eCf\ i f ;\1 r1. - ~ ~ --~ .~"1tI 0- ~'~ . tt:r-- -' " ~~' if' Si. ~i '" -.J o I c~, ~o.. -~ '''("')'1 , I ~ 1 '.~.~J.4. .~ :t., :\ l'j I'p . S ....~ . '~ j .....-- ~; I ardous locations shall be identified by a manufacturer's desig- nation specifying who applied the designation, the manufacturer or installer and the safety glazing standard with which it complies, as well as the information specified in Sec- tion 2403.1. The designation shall be acid etched, sand blasted, ceramic fired, laser etched, embossed or of a type that once applied, cannot be removed without being destroyed. A label as defined in Section 1702.1 and meeting the requirements of this section shall be permitted in lieu of the manufacturer's designa- tion. Exceptions: 1. For other than tempered glass, manufacturer's designa- tions are not required, provided the building official approves the use of a certificate, affidavit or other evi- dence confirming compliance with this code. 2. Tempered spandrel glass is permitted to be identified by the manufacturer with a removable paper designation 2406.2.1 Multilight assemblies. Multilight glazed assem- blies having individual lights not exceeding 1 square foot (0.09 m2) in exposed areas shall have at least one light in the assembly marked as indicated in Section 2406.2. Other lights in the assembly shall be marked "CPSC 16 CPR 1201." . I 2406.3 Hazardous locations. The following shall be consid- ered specific hazardous locations requiring safety glazing materials: 1. Glazing in swinging doors except jalousies (see Sec- tion 2406.3.1). 2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing in storm doors. 4. Glazing in unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirl- pools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above a standing surface. 6. Glazing in an individual fixed or operable panel adja- cent to a door where the nearest exposed edge of the glazing is within a 24-inch (610 mm) arc of either verti- cal edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above the walking surface. Exceptions: 1. Panels where there is an intervening wall or other permanent barrier between the door and glazing. 2. Where access through the door is to a closet or storage area 3 feet (914 mm) or less in depth. Glazing in this application shall comply with Section 2406.3, Item 7. 2006 INTERNATIONAL BUILDING CODE@ ......., GLASS AND GLAZING 3. Glazing in walls perpendicular to the plane of the door in a closed position, other than the wall towards which the door swings when opened, in one- and two-family dwellings or within dwelling units in Group R-2. 7. Glazing in an individual fixed or operable panel, other than in those locations described in preceding Items 5 and 6, which meets all of the following conditions: 7.1. Exposed area of an individual pane greater than 9 square feet (0.84 m2); 7.2. Exposed bottom edge less than 18 inches (457 mm) above the floor; 7.3. Exposed top edge greater than 36 inches (914 mm) above the floor; and 7.4. One or more walking surface(s) within3tNnches ~914 mm) horizontally of the plane of the~- mg. Exception: Safety glazing for Item 7 is not required for the following installations: 1. A protective bar 11/2 inches (38 mm) or more in height, capable of withstanding a horizontal load of 50 pounds plf (730 N/m) without contacting the glass, is installed on the accessible sides of the glazing 34 inches to 38 inches (864 mm to 965 mm) above the floor. 2. The outboard pane in insulating glass units or multiple glazing where the bot- tom exposed edge of the glass is 25 feet (7620 mm) or more above any grade, roof, walking surface or other horizontal or sloped (within 45 degrees of horizon- tal) (0.78 rad) surface adjacent to the glass exterior. 8. Glazing in guards and railings, including structural bal- uster panels and non structural in-fill panels, regardless of area or height above a walking surface. 9. Glazing in walls and fences enclosing indoor and out- door swimming pools, hot tubs and spas where all of the following conditions are present: 9.1. The bottom edge ofthe glazing on the pool or spa side is less than 60 inches (1524 mm) above a walking surface on the pool or spa side of the glazing; and 9.2. The glazinp; is within 60 inches (1524 mm) hori- ,..--- J;'~-Ofthe W~~Wi~jIling~OI V spa. ...r (. 10. Glazing adjacent to stairways, landings and ramp within 36 inches (914 mm) horizontally of a walking surface; when the exposed surface of the glass is less ~( than 60 inches (1524 mm) above the plane of the adja- L 'ent=url/L~/ 499 .~ June 6, 2008 Srroh --- f~bl~ffRI~b ~fR~ If ~ 1 R~U, Pl 'P r; FA [ \ S u Ii i N r, Mr. Steve Higgins Accounting Manager CB Richard Ellis 7760 France Avenue South Suite 770 Bloomington, MN 55435 Re: Structural Inspection of Storage Mezzanine Framing Old Hollywood Bar 16691 Highway 13 Prior Lake, MN Dear Mr. Higgins: As requested, I have completed my inspection and structural review of the existing storage mezzanine framing in the existing building located at 16691 Highway 13 in Prior Lake, Minnesota, The building formerly was known as the Old Hollywood Bar and Grill. It is my understanding that a structural review of the mezzanine framing was requested by the City of Prior Lake Building Inspections Department. My observations and recommendations with regard to the mezzanine are summarized in this report OBSERVATIONS The existing storage mezzanine floor is approximately 16 ft, wide and extends 40 ft. across the width of the building. The mezzanine floor is framed with 2x8 joists spaced at 16" on center varying in span from 8'-9" to 15'-0". The mezzanine joists are supported at the exterior stud bearing walls and from intermediate built-up 2x10 and 2x12 beams at two locations that are suspended from the roof truss framing with (4) 1" dia, steel hanger rods There are also built-up triple 2x4 posts at the ends of the intermediate support beams, ANAL YSIS According to my calculations, the mezzanine floor framing has a maximum safe storage load capacity of approximately 25 pst. The storage load capacity is limited by the longer 2x8 joist spans and the bolted connection brackets that fasten the steel hanger rods at the top to the roof trusses, RECOMMENDATIONS The as-is mezzanine framing does not meet the minimum requirements of the current IBC2006 and the Minnesota State Building Code which requires a 125 psf live load capacity. The floor joist framing at the mezzanine appears to be in fair to good condition. During a prior remodeling, part of the built-up wood beams that support the mezzanine joists was removed which left the steel hanger rod connection at the beam ends loose. A steel angle welded to the rod would be required at these locations to provide an adequate bearing seat for the built-up wood beams, , ~f ~IWl MfMDHIAl HifHW, MOW! l'i;H' Mh ))118 - fAl it~11 4)1 1m m [f in IOHnJ - t.Miil flHmWNfHf@[ MW Nt! Structural Inspection of Storage Mezzanine Framing Old Hollywood Bar 16691 Highway 13 Prior Lake, MN Page 2 of 2 In my professional opinion; due to the limited capacity of the mezzanine floor joists and the inadequate hanger rod connection to the roof trusses, the mezzanine should not be used for any storage or other occupancy purposes at this time, Although an analysis of the roof trusses was not made, I also have reservations about the capacity of the roof framing to safely support a mezzanine, The mezzanine floor framing (unloaded) can remain in place and will not be a structural concern. Please forward a copy of this report to the City of Prior Lake Building Inspections Department and contact me with any questions or comments, Sincerely, Stroh Engineering ~ -Pb~ Bernie Stroh, P,E.<--- 07/11/2008 11:31 154158992% i<.iEYERHAEUSER PAGE 52/03 . 1!mJ' Stage Joist 91/2"" T JI@ 230 @ 16ft ole. TJ..BesmIls.30 Se';~1 Nv~; 7005101649 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND lOADS LISTED hv \'V-9'\~"""~'.n~;;!r Use~:t 7Ii iiJOO8f1 :f4:29 AM p~~ 1 Engrnf! Ve~c~~ $.SCL14 It mill LJ: ..~~ Ovent" Dftnen5.on: 17' I , II ~:I!] 7'r ;, Produ!)to~gram is Con~ptual. 9F :;'" LOADS: Anaiysis is for a Joist Member. Prlma;y Load Group - Rt<sl<ientil!li - Living Area3 (p5f;: 125.u Live at 100 % duration, 10.0 ~<if1 ,SUPPORTS: Input Width 1 Stud wall 3.00" 2 Stud wall 3.50" 3 Stud waR 3.50" Bearir'19 Length 3.00- 3.50" :.2.ZS" Vertical ReactIons (Ibs) livelOetldlUplfftfTotaI 681/50 1 -9/731 1744/140/0/1683 592/ 371 -87 / 629 o.mJl Other- End. TJI Blocking Intermediate End, Rim 1 Ply 9 112" T JNi') 230 None 1 Ply 1 1/4")( {I 112" O.6E T JoStrsoQ Rim aoard@ DESIGN CONTROLS: Maximum -993 1883 -1595 Sh~r (lbs) Vertical ReSCtion (Ills) Moment (Ft-Lbs) Live Load DBfl {in} Total Load Der. (In) T JPro Dnlyn -862 1883 -1595 0.104 0.110 65 Control 1463 2410 3175 0.303 0.454 40 Result Passed (59%) Passed (7B%) Passed (50%) F'olSSQ(l (UW9+) P-(i,."'-'ii1'.(i (U992) Passed Location Rl end Span 1 uMe.- ~Ioor loading 8earltig 2 under Floor foadino Bearing.2 under Floor loQding MID Span 1 ui'lder Floor ALTERNATE span loading MID Span 1 under Floor AL TERNA TE. epan loading Span 1 ..Deflection Criteria: STANDARD(LL:U360,TL:l.l240}. I -Deflection analysis is baSed on composlle adlOO with siflgie layer of 23/32" Structurwood Edge Goid (24" Span Rating) GlUED & NAILED wood d8clclng. -Brncing{Lu)~ AJI comPf"'"~ion edges {tc-p and bottom) must be b;ac;;;d at 4' 10" Q/~ lmi&ss aQtaiied oti1efwise, Pro1M' atiBchment ~nd po6lt1onlng ofiatsral bracing Is required to achieve member Slabnily. : -The load conditions considered in this design analysis Include alternate member pattern roaellng. TJ-Pro RATING SYSTEM I -Th5 TJ-Pro Ratlng S:r-'StSm val.... provides additional floor performance j..{"'.....1Of! ami is based on a GLUED & NAILED 23132" Structurwood Edge Gold (24" Span Rating) decfcing. The oontro!!!ng span i~ suppcrted by wails. ,A,dditional considel'atlOl'l$ for this ratiiig include: CeiUng _ 5lfJ" Direct Applioo GypsJrn Ceiling. A structural analysis of the OGeI( has not been perl". "..J by lhe program. Comparison Value: 1.5 ! ADDITIONAL NOTES~ i -IMPORT ANTI The anaris~ presented is lJliipUt iram ~re deve-iopec! by lleve~. iLe~ warrants the sizing of Its products by this s";;.."",, w11111Q accomplished In aCOO!'l:!ance witt! iLeve!!tl product design cri18rla and code accepted osslgn \''a!~g. The specific produd application, input design Ioa~, and stated dimensions have been provided by the software user. ThIs output has not been r8~ by an ilevel@ AssociaI1!. i -Not all products are res.dily lIvailable. Check with )'Our supplier or ilev8lt) lI:ichnical represo:...;"~i/1!Ilbr product avallabfllty. -THIS ANALYSIS FOR Il$veIel PRODUCTS ONL VI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Aliowabie Stress Oe$lgn metlilXlologywas US8d for Building Code IBG ana!)-~ng tile ILeve/@Customproduct listed aOOVll. PROJECT INFORMATION: Basement Bar & Grill Monnens Supply.. Paul OPERATOR INr-'ORMAnON: Thomas W:;"alt Weyerhaeuser f.1;{;en? PO Box 22835 EUgQne. OR 97402 Phone: (541)461-n09 Fax: (541)689-9296 tom. wyatt@weyerhaeuser.COOl Copyright: 0 :J:~Hn by iL*V':!J.~. P~ra.l Wa1~# '1!..~. TJI"' ;1M!: TJ-Ile..... ar,. Tllgi9tered trademarklj of iLevelf), B-.t J',-,il!t...~. ~nC'l TJ-P'rcft ~e t.;roiilu.sma;yita- of iLevi!l.. D; \Dc:C-;,iI'f~\i:..3 ...,d SEcting;o\wl'-;c;:t;.i:\D..:liki,;;;gp\m:i.~ 07/11/2008 11:31 154158992% . l.mmJ.r WEVERHAEUSER Stage Joist Uger: 2 7J111:lll0l! 11 ;14:29 AM 9 1/211 T JI@ 230 @ 16" ole T J-Beam€> 6.30 Sellal Numb~: 7005101649 THIS PRODUCT MEETS OR eXCEEDS THE seT DESIGN CONTROLS FOR THE APPLICATION AND lOADS LISTED ~.... :;'_"~,,"f',.,..1~~~:!,,~~!' Pege. 2: Engine Veret--~fi~ a.3O.14. ~Q~~ GrouQ' Primary Load Gro~p Max. Vertical Reaction Total IIbs) i~l Max. vertical Reaction Live (lbs) 6gi Sel~cted Be~xins Lensth rin) 3~OO(W) M~- UtlbraC<:!:d L€ngt:h (in) 63 ~oadins on all spana, LDF Shear at: support (1M) Nax Shear at Sl\P~rt- 111:>8) M~mb€r Reaction llbs) 48 Support Reaction. (J,bs) 5Q Moment (Ft-t.bs) J:<>aQ.ing on all epane. Shear at Suppo~t (lhs) Ma~ gr~ar at SUPI?O:1'.~t fIns) Member ReaQ~ion (lhsl Support Reaction (lbs) l"loll1E!nt (Ft-~);>6) ~ive D~flection {in} ~otal Deflection {in} LDl" ALTERNAT:E span loading Shear at Support (lbs) Mex Stlea,,,, ~I; Support (lba) ~.;lem.ber Reaction {Ibsj Support Reaction {lbB} Moment (Ft-Lbsl Live Deflection (in) Total Detlection (in) on odd # spans, LOP 666 701 .A.LTERNATI; ",pa..-l loading on eve" Ii ~patJ.s. LDF shear at: S~p~!'t {L~~) -13 Max Shear at Support (lhsl Member Reaction (lbs) S""J?POr~ l'("...ction (Ibsl Moment (Ft-Lbsj Live Pefle~tion (in) Total Deflection (in) PRo.JECT INFORMATION:, BaS9tnent Bar & GnU Monnens Suooly- Pm!! Ci)rYri5}:~ () :~!l" tri' iLevel~~ Feder:il W.l:.z.. W~ T.Jr- .nd. T.1-Jl....mrfll; e\X'e r~i"l:C':ret! I::re.~.dc;;(l ot. iIaeve:~. ~~I ,J(;i=t.~Pro. ;/;r4 TJ-P:fO'- Sre tra.demark. v.ii: iLe:vel$. :0: \tub..irr..ent.iii a.nd:. S.;ttiU9iS\wye.ti;.f:\i:ieSlkt.op\.u. ew! 1.00 1_0 Oeact * 1-0 Ploor -810 168 91 -334 130 90 112"" 1124 -1057 9' 1_00" 0_90 46 48 1883 17401 3.S0(w} 58 75 1.0 n..ad -64 57 -74 66 140 140 -118 i5 B5 1- 00 1. 0 Oead + 1. 0 6~7 -962 771 642 -993 390 1883 181'13 1145 -1595 U.078 O~C85 642 672 70~ 731 13GJ; 0.104 0,110 1.00 -117' 7' 6.50" N/A -0.038 -iLon 629 !;i>:i 2.25{tf} -34 -35 35 37 Floor -452 ~~5" 467 505 607 O-O:;:!? !'\ i"'\"'1"'! Y-V~V -90 -87 65c 1.0 P~ad + 1.0 Floor -577 -11 -12 - H.J 71;1; Illla 8lia -656 -;I Nil;, -(L 028 -0 0:14 973 0.059 (\_061 -Sg:! 592 523 OPERATOR INFORMAnON: Thomas Wyatt VVe)~rhaeu~rEuganG PO Box 22835 l::ugQne, OR 97402 Phone: (541)461-7709 Fax ; (541 )689-9296 tom_wystl@weyemaeuser.com PAGE .-::._-. f.-..-. tJ,:;!tJ,:; U (iA ,n cvu:)C fyv{ Vi'U\1- ~\JvJ'- ~5 i)A.): i" n+ ii', ".r C< rei ~ i i 1&(P0/ ~')~1tvi<.113 ')J;"J~I Or,,,, 14 U j/I jJ, " :' / rC(~.( 7. ~ 2 j t ,\1 \ -I "\ 'Il \"<.. ,'1 lJ 1'\ '-- / 'L;,X 1 ~/;.~/~:\' ,'\.., /",' ;/ " ,/ ,/ ),/ " . Q}J /'-7/ ./ "J V,// ~0 \~" {/,/~ . '} /(" /Q,7 I ,'\,'V l1\1 " / 1/ //" 0.11 1\ i'- L1'\ 'I ~., t lihl\). Sc'lJe' /' (Iv II( I ,Z-'.l ~,\o ," ( " CITY: 1N;:,n:;u I un !. D~ .;/ o(~ it ACCl::.t"' I t:1J AS SUBMII 1l:U Q ACCI:.t' I t:U WITH CORRECTIONS AS Nv leu Q Nor ACCl::.t"' I t:U-CORRECT & RESUBMIT These ....,., u' ,ents are for yoor imormaDon. All worlc shaI be done in full compliance with aU applica!je building & LUl~JJg code requirements including ttems not spedficalJy noted in this review. KEEP THIS PL~ SETON SlTE.AJ All. TIMES. MINNESOTA DEPARTMENT OF LABOR & INDUSTRY Division or Construction Codcs and Liccnsing This is to certify that this is a duplicate copy of the plan rclcrrc~~t~RiFort on Plumbing datcd mffl\ 'l{IP 20~g8 (h()S1-,--/ V)0 Vi lbe r Jl 06ZC; 00 3cCf'qt j JoV~((%- //~??~-C5 I hSBlH L'\-PI~.~.r ,24 tl fY\of SIr"! I~ rDf ~ t:~_~._.~.~~'r. G:oe. fl"et'\}- CSc.. I" J " C \ 1\ v 00 F Sui l( t, I .1.-(1....1." .r;.~...r~!., , ! J~. ; " ~ i .' '). " CY() ) 3 l-lo\.. '-O\~ \/2- --- ~o... ;"~F l'J....~-i l.oll ~ O<M ~ {.c.. t:C ~ +- .-....-:.---_.~".._.....-.",._- _....._...."'........,-~..,...._;-_.-...--.".- ""'-~ "'-~" coptH'r. - \..<.->"'- \I 0'- I" l' ~ (" J; '- 7- -/~ '1 __ '" ':i -- ~ \ / \~ \ ~ c ~ ~ ~ ,( -< /-10.;. C~;.t ~ , Qc~'^ (,V~,\- 3..1<^\- I IlL Ve:'l1- ,) !, d (Cdv1 1,,~ .l'L) '3 f/ ;/-6.5' '; vel' 'r I z.. .] ..., u ~" \' B --- "" ~ " ~? "" t ~ l3 H~l\rJ 5 I r\ \( ,') + l)a(/I"I:::,\ - ; I C;, \t) (j , , f>r,ur luke; (;,d~d Gr. I' . ) -'.)),~ /I'V':f' . ~'.A . ) i ..,:,(' ? --4., I IVL}J .J J ) ! (~ Q'lJ~ I ~ L (J- \ 17~1 \)(h ft.jlr(rfJ fl' ......... ~ .J 7- ') LI (Dr-lrN~ M{~J 7- L/ Wci;~ ~r\ t 'Qs ~1q,~V ()~:y ~ q~ Ife'^-~ f'rv ill\. o..bo\'e.. ~- \.0 Frau r '1) rc< ,'\ ( " ) i /\. K.. F i j ~^- q.\P ~~~~ - . .) r-;._.~,: ... c:......J ~,~ ---------~ , " ~ ~~ " t.:' Q'~~ -~ 7\0 o f~:Yl ~- ,- ~~\ (ol~ 12 FU, ~1VL Z ~ t\ +41" - Vir )/cC: /1 I jV1cti I (Y\~'(I\ \XJe.i~(,J itnjU1, ~() It Llit; - Go (\1 () ,( <: c) (NL I( J. ee."ClL j )~ I )/q I h ,~ I ~"-.' J'\ J' /' '/1 \ ./ ./ ./ )!~ Jlq .~ ~ (-> '~,-r4 ,,1,'/.1 )/ '-,/ II.! '-/". (") 1- , " '. '\ - ll~l'>../ I .......... ,i . j1 MINNESOTA DEPARTMENT OF LABOR & INDUSTRY Division ofConslructioll Codes and Licellsing This is 10 cerli fy Ihallhis is a duplicale copy of the plan rclCrrcd 10 in the Report 011 Plumbing dated At-' K 2 5 LG08 "-. il : 2 I /7.. ~A , ( /JCl sjv r ){I,fY/ ~:L 0(0 21~ b jc:((rcf s;; ov({{j ~ ?;7/~4 '.cc- MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY Division of Construction Codes and Licensing REPORT ON PLANS Plans and specifications on plumbing: Basement Bar & Grill, 16691 Highway 13 South, Prior Lake, Scott County, Minnesota, Plan No. 087232 OWNERSHIP: Mr. Steve Higgins, 15658 Highland Avenue, Prior Lake, Minnesota 55372 SUBMlJ 1 eR(S): Boevaag Plumbing, Inc., 5333 Cossandra Street Southeast, Prior Lake, Minnesota 55372- 2512 Plans Dated: Date Received: April 22, 2008 Date Reviewed: April 25, 2008 SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which this plumbing system is connected. The review is based upon the supposition that the data on which the design is based are correct, and that necessary legal authority has been obtained to construct the project. The responsibility for the design of structural features and the efficiency of equipment must be taken by the project designer. Approval is contingent upon satisfactory disposition of any requirements included in this report. Special care should be taken to insure that the material and installation of the plumbing system are in accordance with the provisions of the Minnesota Plumbing Code. A copy ofthe approved plans and specifications should be retained at the project location for future reference. A set of the identified plans and specifications is being returned to Boevaag Plumbing, Inc. INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4715.2830, no plumbing work may be covered prior to completing the required tests and inspections. Provisions must be made for applying an air test at the time of the roughing-in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code. A manometer test, as specified in Minnesota Rules, part 4715.2820, subpart 3, is required at the time of the fmishcd plumbing inspection. It is the responsibility of the contractor/installer to notify the Minnesota Department of Labor and Industry when an installation for a state contract job, licensed facility, or project in an area where there is no local administrative authority is ready for an inspection and test. To schedule inspections, contact the state plumbing standards representative for your region, or call Jim Peterson at 651/284.-5889. REQUIREMENT(S): 1. The four-compartment bar sink and the wash sink must be provided with a floor drain on the individual drainage branch serving each sink (see Minnesota Rules, part 4715.1390, subpart 2). The floor plan indicates two separate drain branches serving the four-cvlupartment sink. Each drain branch must have a floor drain installed, or the two drain branches may be connected with a floor drain located downstream of this connection, but upstream of the main waste line. 2. The dishwasher may not discharge to a tailpiece of the four-compartment bar sink (see Minnesota Rules, part 4715.1250). The dishwasher must either discharge to the drainage system through an air break. or directly to the sanitary drain if a floor drain without a backwater valve is installed on the individual dishwasher drainage branch. If the floor drain serving the four-compartment bar sink is to be used as the dishwasher receptor, this floor drain must be individually vented and the drain branch serving the bar sink and the downstream of the floor drain must be at least 2Y2 inches in size (see Minnesota Rules, part 4715.2310). Basement Bar & Grill Plumbing Plan No. 087232 Page 2 April 25, 2008 3. Water supply connections to fixtures or equipment which have submerged inlets, or inlets below the spill line of the fixture or equipment, must be provided with an air gap arrangement, approved backflow preventer or backflow preventer assembly as specified in Minnesota Rules, part 4715.2000 and part 4715.2010. This shall include the dishwasher. 4. It is recommended that a cleanout be provided where new waste and vent piping connects with existing plumbing to facilitate required testing of the new installation. 5. Materials used for water distribution piping must comply with Minnesota Rules, part 4715.0520. All solder and flux used for the potable water distribution systems shall contain less than 0.2 percent lead. Use of 50-50 solder or flux containing more than 0.2 percent lead is prohibited in potable water distribution systems. Any solder other than 95-5 tin-antimony or 96-4 tin-silver must be specifically approved by the administrative authority prior to use (see Minnesota Statutes, Section 326.371). Joints to be soldered must be properly fluxed with noncorrosive paste-type flux complying with ASTM Standard B813-00. 6. Materials used for drain, waste, and vent systems must comply with Minnesota Rules, part 4715.0570 through part 4715.0600. Ifplastic pipe is used for the drain, waste and vent system: a. ABS plastic pipe shall comply with ASTM Standard D2661 or F628. b. PVC plastic pipe shall comply with ASTM Standard D2665, D2949, F891. c. It must be installed in accordance with Minnesota Rules, part 4715.0580(F) and part 4715.0600. Above-grade horizontal runs of plastic waste and vent pipe cannot exceed 35 feet in total length. Above-grade vertical stacks constructed of plastic pipe may exceed 35 feet in total height only if an approved expansion joint is used. d. Solvent weld joints in PVC and CPVC pipe must include use of a primer which is of contrasting color to the pipe and cement (see Minnesota Rules, part 4715.0810, subpart 2). 7. The plumbing system shall be tested in accordance with Minnesota Rules, part 4715.2820. 8. Disinfection of the potable water system must include the following (see Minnesota Rules, part 4715.2250): a. The pipe system must be flushed with clean, potable water until no dirty water appears at the points of outlet; b. The system must then be filled with a water chlorine solution containing at least 50 parts per million of chlorine and allowcd to stand for 24 hours; or a solution containing at least 200 parts per million of chlorine and allowed to stand for three hours; and c. Following the allowed standing time the system must be flushed with clean potable water until no chlorine remains. NOTE(S): 1. The scope of this projcct consists of the remodelling of an existing building. The plumbing installation includes a four-compartment bar sink, a wash sink, a dishwasher, a hand sink, and floor drains to replace an existing bar. 2. This facility is served by existing municipal water and sewer service connections. Basement Bar & Grill Plumbing Plan No. 087232 Page 3 April 25, 2008 Authorization for construction in accordance with the approved plans may be withdrawn if construction is not undertaken within a period of two years. The fact that the plans have been approved does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, additional information, or advanced knowledge make improvements necessary. Approved: ,.-J' ~ /' ~-" ,/.."" p--.: ..~ {{~;;- C: L- - ( Bradley C. Erickson Public Health Engineer Plumbing Plan Review and Inspections Unit 443 Lafayette Road North S1. Paul, Minnesota 55155-4343 651/284-5880 BCE:jat cc: Boevaag Plumbing, mc.! ./ Mr. Steve Higgins Mr. Robert Hutchins, Building Official Minnesota Department of Health Environmental Health Services Section File EY6EDOlJ:nIU Ili"""'-E""" !E<Tk>'" Sf(,lUIb025 T"'-'''' ~TU(~1 E<lL'TICll~l T01AlAl..laWlE' T01AlALL..CWa..E' TQTN..'it.aWlf, "'-TIJ..lifIftA, EXiTII6 T AeLE 100411 T,ldfIO:7)J T.Aa.EkJIol.l 6.JILDING WDE INfORMATION fimPCXJJ>NGY, A.2mT~,w) u:t61'fll.(;TOIf1'PE,W~) EIA5f" "."~''''~'bf)()OS.F, EIA5f ~..~..,.- Ii:I6I1T : I STa;lY """''''....... If ,[F!f'-O.:25]W30 1',[31.21312.0.:2511 I', [1-OZijbb1 If, XXJZ5 EIA5f ...,.....""<" .FRONTA6CI~ bfJOO S.F.. [blXlO. .5CXJZ5) ~ Qpo2S.F l~SF 5CATlN6 N<EA OFFIGE I"'EA STA6E!lRfA ""-""-I"'EA mOEN r-f'{AATa;;j.jjf TOTAl 3,124 Sf. \ 15 I30S.F. \ 100 431 SF. \ 15 315 5f. \ II 1,520 SF. \ 200 'l485.F. \ 30Q 1.134 Sf. ~ 2<0 OCGiFANTS 'I (X,af'ANT '2<l (X,af'ANTS " ~O(.(..lpANTS , 10(.(..lpNfTS " 3C1GO.f'ANTS 322 cx:.af'NfTS Ef:lRE6i'l1DTH~-!(}T5PRItoIQfRfD OJ5 I 322 ' 4q' ~aJtRED 3 EXITS. 3b" , lOb" PRO.'IDED I1NI1..t1 /U'ftR ex' EXITS 1-500 oca.f'ANT5 = 2 EXlTSREaJlREO 3 EXITS PRCNIOED L-<r! """"'''''. F'fR: IOC UW'lER 2'l 'I'MU1~T5 312GU.lf'Ni15iHJlI6I/KH1(~ -- ~ ..".. TOTAl T<X.ET5 . . . LA\lATOO , , . 1JRlt<<JN&F~TAIN I """~'" , PI1lMl!I) ..., """" ""'" TOTAL T<X.ET5 . , , . LA\lATOO , , , 1JRlr<<:1N6 FCUfT AUt """~'" I ~- <': ~-: I djlYJ J ~~ ,= G MAIN LEVEL PLAN 1/"..1'-0" 1r1.z.___--------J. ROOM FINISH SCHEDULE -:1 -- 1- -I :. ..,- -.- -1-- - , 1 . I ~ 1 ~ I I.... I_I.... I_I.. I_I I" I'" ... I.. I" I'" I"" I" I" I" ,.. ... I" ... 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EQUIPMENT SCHEDULE (KITCHEN) -~ I..~TY.I OESCPlP~ON 200 I t I !a--...Idt_ :r: 1:~1~ -= ;-+=:~~ __ ll~ ____ , $.11-": .I-,,~ """'i07 , _ - -: t-~ _~::..:r=5U1 ""2iO , 0ItM4I 'lOID . fANS :e:._. ~!!!;1018 I..""~" r :~: I~ IIID.1ll:An:_PI.Mo ::= I - ,,- ,~, , 1= ,~- EQUIPMENT SCHEDULE (BAR-LOUNCE) I~ T-:;~.I OESCRIP~:- I SU....LlER I MEl,lARKS ~' ~ ,........._ 1ln',,-rPm~ -~----i'f =:alD~ -------+-t::: : PAIIT (E WEll SfSIDl ~ : :~__...IItM"_ :~: lllll" I~IDI__ Iln'-' I 101 I lol' _ft:~AQ~S IIIT~ I -jiii I t I UlX"", MndIIAIIJR '''T 71_".~~ :::::::1 1\ 'if ~ ~:m-" ;iJ 11 " ! Lj@ -, J FAi , ml ~ : ~,."."""'."'; [l: t r Y! I*_~ ~ ~ ;Ii .------ ., HI=l1 ~ .... .. L ,17 ~ ~ ~ em ~ , : '1' L!LJ ['l8I , ~n~ U!!LJ - .J _ ~ ;' L___ I"V/: ~ ~EXlT~.-:.Jk7I ~ ~ ",,-n~:fJCI5TIIl6"- 1L-,-,--,--~-..,,:, = '\Y!i: T ~'~"g r=_~ .~ +__~! [ffJ ~ M~ c.: I I _~' , u' ~ \j LJ ". 'lT~lfJf .? . '1blJi~~!.~_ ii ~ ~-- Df5 ~ ~."'~. .., \~ m!-,__ ~ILV => 'Ll.~~ , ,:~~~ () ~I /' C'L ~.~ ---,/ ~"'L ~~ .' l0: ffi ~~ j. 5' '31'4' ~ ~~-EL-1 ~f J ~ ~ II I -l I ~~"'U \. , "" ~" ~ U .. '3'.11'0/7, C) _.htg_rchlteGta.com C5 9300 Hennepin Town Road Eden Prairie, MN 55347 Tel: 952.218.8880 Fax: 952218.8822 GOf"l1ij6ffi"1II2OOtJ1:IJ1iT6~ PROJECT G) ~~!!.RGED RESTROOM PLAN BASEMENT BAR & GRILL REMODEL 16691 HWY 13 S, PRIOR lAKE, UN ISSU[DSET~PEflfTSET REVISIONS DATE tiO, 1 '_BrCDmf'rrliArrMS/'lAIt SIlf(;IIICll"'{JI/ItEJ1fJIfT-.s~Br "{JI//MIOItlYJlI'fil'5II"EJ!IolSIl:1IMJ IIMrIMl.fJlA.rUCDISC/J.tICNrrCT lMKlIlHCl.AlJI$OFlHCsr.Il"Of' FlOOR PlAN l:RIlIIItl8l'.I>>. """""TTII ~ A1 ~... Plan Review Application Courier Drop-off: Environmental Health Serivces Section Environmental Health Services Section Food, Beverage and Lodging Plan Review Food, Beverage and Lodging Plan Review P.O. Box 64975 625 North Robert Street St. Paul, Minnesota 55164-0975 St. Paul, Minnesota 55155 Office Phone: 651/201-4500 Office Phone: 651/201-4500 Plans must be submitted (lud (lfmroved before COIHtl"UctiOI1 begins. Allow at lelH't 30 dars at a minimum for ohm aooroval. Check One .l!elow o New Construction 1)( Addition/Remodel . TypeofPro.iect(check aU that apply) KFood ServiceIRestaurant 0 LodgingIHotellMotel , 0 Pool/Spa (circle one or both) )( Alcohol/Beverag;e Service o Mobile Home Park 0 Camping o Catering 0 Mobile Food Unit o Seasonal Permanent Food 0 Food Cart Stand CheckAUThatA.uply o Private Sewer .e{Municipal Sewer o Private Water }(Municip~ Water Seatine; Capacity: 050 or less 050-175 'XImore than 175 EstabliShment Information and Loca.tion Establishment Name: _&5~i11e",-I .& r ...... Establishment Str~t Address: I t.R{p q I HI(;, t, wa" ~ty/Zip: ...; / Ynv- La kr- s:s37:l- G-, 'II /3-S . County: , ScoW Establishment Owner Information Name:./ .5re~ J.It~Olt A S Miilin& Address (\nc'n1a: City, State, Zip): 1{P~&J I fld"'w~ 13 s. I?lnr LAb2 J11A/ m7J-. Phone: Fax: 0:?(;). - 57?-~ 7~ E~lJil: S~. it /qq /;,~ ~ Ch re... < COi,., Establishm)lnt owny signature: ,-Y.<:?~~ ~ . The above signaJurelii7Jt.....~ ./fat l' unaerstand fat/ure to subnut the required information and fees will delay or stop the plan review and licensure process. I understand that it is my responsibility to submit all requiredfees and necessary information before licensure can be obtained. Submitter Information Nam~L //, JTt;'v'L /T"rq~/AJ Mit~Jdr#~~c5~tyl ~te~i:): jJ Itor LCt~. *1# S"S37 ~ Phone: I" Fax: &1;).. -5 7~ -V.J 7(0 ES~,I"-e... h (c~!)I/l s(IiJ c-- b r~. ca~ Fee Schedule Please submit a check or money order payable to the Minnesota Department of Health. New Construction of- o restaurant/food service o hotels, motels, resorts or lodging establishments with five or more sleeping units or remodel/addition of jive or more sleeping units to an existing establishment o school/daycare New Construction of- o seasonal permanent food stand o mobile food unit o food cart o hotel, motel, resort establishment of less than jive sleeping units o a restaurant with a Limited Food Menu: prepackaged food that receives heat treatment and is served in the package, continental breakfast, soft drinks, coffee, nonalcoholic beverages, dishwashine;. Remodel of- j.)(' an existing restaurant/food service o seasonal permanent food stand o mobile food unit o food cart o hotel, motel, resort or lodging establishment addition of less than jive sleeping units o school/daycare Proposed date for start of construction (no impact on MDH ~-/-O~ Choose all that apply: Submit highest fee applicable: o $350 or ~250 review process): Proposed date for completion of project (no impact on MDH review process): ~-/}-()r- For Office Use Only: Date Received: Check# Plan # Fee Received: Plea.,.e turn ova and review other side l?fthe l}/an f"('J'iew application. Plan review will not begin until this office receives all necessary information. To avoid delay of your food, beverage or lodging project, please include the following: J&"6ne set of plans (including plumbing, ventilation and make-up air [mechanical plans]); o a zoning permit or statement of approval from the local unit of government for the intended land use; -Er'i proposed menu and floor plan indicating how food will be handled from the time it is received until served to the consumer; describe type of alcohol service if available; please include Food Manager Certificate number; ~ layout of the equipment and sinks; IDoor, wall and ceiling finishes for kitchen, bar and storage areas; ,.BIllanufacturer specification sheets for all food service equipment; Ztype of shelving to be used in the kitchen, walk-in cooler and freezer, and storage room; and 21ocation and construction of all toilet room, janitor's room, refuse storage room. Additional Plan Submittal Information 1. Plumbing must be installed according to the Minnesota Plumbing Code. A separate bulletin covering the details of submitting plumbing plans is available. Please contact the Minnesota Department of Labor and Industry at 651/284-5067 for more plumbing plan review information. Minnesota Department of Labor and Industry, Construction Codes and Licensing Divisioin, Engineering and Plumbing Unit, 443 Lafayette Road North, St. Paul Minnesota 55155. A satisfactory plumbing inspection is necessary prior to licensing. 2. Plans must be submitted for any individual sewage treatment system to the local unit of government responsible for septic system inspections. This varies from county to county. An individual sewage treatment system must be designed by a licensed sewer designer and installed by a licensed sewer installer. If the establishment is on municipal sewer services, please indicate this fact. A certificate of compliance or a copy of an approved septic system permit from the local authority is required. 3. The water supply for the establishment must comply with the rules governing public water supplies and water wells. Provide the unique well number for private wells and the location of the well on the property. Please indicate if the establishment obtains water from a municipal supply. A well survey for private water supply is required prior to licensure. 4. You must submit a plan review application with the requiredfees and all the requested plans and information 30 days prior to beginning construction. After your plans have been reviewed, you will receive a letter indicating any changes that need to be made and any concerns that have been noted. Construction may start only after you receive a plan approval letter. 5. You will receive an application for licensure, which must be submitted with the appropriate fees before you can open. Finally, you must contact the sanitarian covering your area for an on-site inspection at least 10 business days prior to opening the establishment (Minnesota Rules, part 4626.1750). If the inspection is satisfactory, and you have submitted a license application and all required fees, you will be permitted to open. Note: An establishment is not allowed to open before an application for licensure is submitted and all required fees are paid (Minnesota Statutes, section 157.16). Notice: The issuance of a dishonored check to this department will require a service charge of $20 per check as in Minnesota Statutes, section 604.113, subd. 2(a). Additional civil penalties may be imposed for nonpayment. To request in another format call (651) 201-5000. TDD: MN Relay Service at (651) 201-5797 or toll free at 1-800-627-3529. 02/07 ~ ~ -~ Minnesota Department of Labor and Industry Con5trucUUf J Codes Clno Licen~n9 Divt.::iiOfl Plumomg ana =nglneenng unIT 443 Lafayette Road N., St Paul, MN 55155-4343 Phone: (651) 284-5057 Fax: (651)284-5748 www.doli.state.mn.us TIY: (651) 297-4198 PLUMBING PLAN REVIEW APPLICATION . 0 New Construction ~ Addition/Remodel Project name: I j Project street address: ! City/township/county: j Name:5k:'v€ I Mailing f S~ I address: /-/ /:;.:}t;,..:; / ,,,Pi;~ S~5-'""""3 -;;.-,' ~,,;J.~ Phone: (~:/;,,)-- 5~ 7 j":<- 1"",,2? ~~, Plumhill~ S~ ~tcrn l>Csigller ! Name: ~.- ,\ s '- ~-~~~,., :. q ! Mailing ! address:, ,;-~_:"'\ :\- -~-- /'-- To avoid delays, please provide the fullo"ving information: Q Utility Site Plan (if new services are to be installed) :J Floor Plan Q Roof Plan (if internally piped roof drains are proposed) Q Water Riser Diagrams Q Soil, Waste and Vent Riser Diagrams :I Plumbing Specifications Please see Pa e 2 'or a detailed descri [ion oleach item I certify that this plumbing system was designed in accordance with the Minnesota Plumbing Code (as amended) to the best of my abilities. and I agree to forward the Report on Plans to the in~t4l1er of the system. i I '--f -- I Signatuii' I -- I . 1'-. .. I Name (Pnot 0; TYP~) MN License Number (if applicable) Ft:c :-'chcduk j Choose one of the following: o Building Sewer and/or Water Service ,Onlv (This tee applies when no interior plumbing is to be installed). $150 flat fee $ rii' Plumbing System . (Water distribution and drainiwaste!vent systems within the building, and water and/or sewer service connections. if applicable). This portion of the fee is ba..~d on total number of drainage fixture units (DFU) a. 25 or fewer DFU $150 b. 26 to 50 DFU $250 c. 51 to i5D DFU $350 d. 151 to 249 DFU $500 e. 250 or more DFU: multiply $3 times number ofDFU to a maximum of $4,000 Total DFU: :J loterceptorsJSepanltors (grease interceptors, flammable waste interceptors, etc...) $70 per design :l Storm Drainage System ($]50 minimum) -OR- $ ..J'--' $50 per internal roof drain opening ($500 max) and/or $70 per storm water interceptor, separator, or catch basin design $ $150 min. -OR- $ plus $ / $ , , --' :.,.../. TOTAL FEE OPTIONAL: ){ Accelerated review (Total Fee 'S. 2) . Review completed within 15 business days or ~: afsubmitted lee refunded. Check or money order must be made payable to "Department of Labor and Industry". '-Iail plans and fees to: Department of Lahor and Industry, Plumbing and Engineering, 443 Lafayette Rd N. 51. Paul, Iv1N 55155-4343. Retumedcbecks are subject [0 fees (M.S. 604.113. sub<!. 2). $ 8 VI 11 ~r ~() q() J{l --0 r )> :z: SHEET: A1 61'-0' If lJ ~Mn_ I-I ~I _II, 1\ I' ( (, _J L_ ~ l ~~ Q,'O, .I'~ ,10' O~I . ~~ , 5'......._ """,. ~'_ _ ~ J~~~~ - /il',5,~~ 0)1 ~ ~ ~ 11 ~ ::lllMlllll C ~,~ ~ ~ I ~ ---'1 ~ .~:\ .:._' "-- - -. j;o \ , ~ =r \..t.. r\J .\... l r---T- ~ ~ ~-- ~ 11"-5' ~ '"' ~ c ~ ~ ~ , ~ ~ ::J '-___ "---11 L.__...l...._--U 1- I L' I L ;;!! ,oil > ~ "... a I.~P/. " - 1'[ [..l ,- ~ ~ 'EJ .~ ~ t~ i~ -l -/ :- ~.. ~-I "_.,-. L' In ;; , :1 IC:SJ~ n~.~ i;o"'-'lF=.;/ ~.~ I I I I \ II I 1........ L-..... '..J L..... II' ___' ___ '....'....' n L.__....t...-__....L_:..J....._~, :j L. 7< ~ z c_ ~ ~~::s::: ~ ~ PROJECT #: 08138 DATE: 4.28.08 J ~n::-=f~ L_______~ _:..L_L. " PRIOR LAKE, MN BASEMENT BAR & GRILL ~ -i ~ ~ "iF- ~ > -i I~ I ,,' ! r- D --- ., ~ ~ fri ~ /iii (1 LI~ ~ -, / 'Iii 4 - r III 1[1 [~ I cl\J"'\\J'\fl"~ ~~~~~~~ ~~ -J" ....$'" ~)l ':'J",~* lJ'Ij\ lJ'IlJ'IU\lJ'I ~1l ~~~~ Tel: 952,278.8880 9300 Hennepin Eden Prairie, MN. Fax: 952,278,8822 Town Road 55347 II Protecting. maintaining and improving the health of all Minnesotans June 19,2008 Mr. Steve Higgins 16691 Highway 13 South Prior Lake, Minnesota 55372 Dear Mr. Higgins: Subject: Food and Beverage Equipment at Basement Bar & Grill, Prior Lake, Scott County, Minnesota, Plan No. 081092 Weare 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 ofthis department. Please see the enclosed report for additional changes and/or comments. It is the project owner's responsibility to retain the plans at the project location. This review does not pertain to the Engineering design (i.e., plumbing, swimming pools, service connections, sewage systems). A separate report regarding the Engineering Review will be sent. Ten working days prior to completion of the project, please contact Ms. Mindy Lang with our Metro district office at 651/643-3439 in order to arrange for a final on-site inspection. A final opening inspection cannot be conducted until the food, beverage and lodging license application is submitted with the appropriate fee to the main office. If you have any questions in regard to the information contained in this report, please contact me at 651/201-4512. Lau useby, REHS, Plan Re Environmental Health Services Section P.O. Box 64975 St. Paul, Minnesota 55164-0975 laura.husebv@.state.mn.us LMH:jlr Enclosure cc: Mr. Al Frechette, Environmental Health Manager Mr. Robert Hutchins, Building Official Mr. Ronald Gnotke, Electrical Inspector Mr. Marty Kumm, Electrical Inspector Ms. Mindy Lang, Minnesota Department of Health General Information: 651-201-5000 · Toll-free: 888-345-0823 · TTY: 651-201-5797 · www.health.state.mn.us An equal opportunity employer Basement Bar & Grill Food and Beverage Equipment Plan No. 081092 Page 2 June 19,2008 All gas fired equipment that is designed to be moveable shall be provided and installed with approved, commercially-rated, quick disconnects. (National Fire Protection Association 96-200 I Chapter 12; Minnesota Rule, part 4626.0725 and part, 4626.0730) A full set of approved plans and a copy of the plan letter will be available at all times during construction. (Minnesota Rule, part 4626.1720 and 4626.1725) 2. Used Food Service Equipment: Used NSF food and beverage equipment cannot be changed or altered from its original condition. It is the project owner's responsibility to ensure it meets the standard. (Minnesota Rule, part 4626.0505) Approval of the used equipment will be made by Mindy Lang inspecting sanitarian from MDH Metro district office. (Minnesota Rule, part 4626.0505) 3. Food contact surfaces - General Requirements: Primary food contact surfaces (tables and counters) shall be of stainless steel construction in compliance with NSF Standard No.2 or equivalent. (Minnesota Rule, part 4626.0505) Plastic laminate surfaces are not acceptable for food contact and food preparation surfaces. (Minnesota Rule, part 4626.0450) 4. Cabinetry within the food service area: (including salad bar and buffet tables): No cabinetry submitted for review. 5. Refrigeration - General Requirements: All refrigeration facilities must maintain potentially hazardous foods at 410 F or below. (Minnesota Rule, part 4626.0395, item B) Each refrigeration unit must have a thermometer accurate to within +/- 20 F. (Minnesota Rule, part 4626.0560 and 4626.0620) Cold preparation table must be able to maintain 410 F or less. Raised cold rail refrigeration or top air cooled units are recommended. (Minnesota Rule, part 4626.0395, item B) Condensate from walk-in refrigeration equipment shall be drained to a floor drain located outside of the unit, or the unit shall be equipped with an evaporator pan. Floor drains are prohibited inside the unit. Do not install drain lines, conduit lines, etc. on interior surfaces of walk-in coolers and freezers. (Minnesota Rule, part 4626.0720,4626.0960,4626.1045 and 4626.1220) 6. Storage Areas: Provide an adequate amount of storage space for supplies necessary for operation. (Minnesota Rule, part 4626.1725) Basement Bar & Grill Food and Beverage Equipment Plan No. 081092 Page 4 June 19,2008 9. Dish Machines: Chemical Sanitizer Moyer Diebel, 505-D002. Chemical sanitizer machine, including under-counter machines, shall be installed with a visual or audible alarm to alert user that sanitizer concentration is low. (Minnesota Rule, part 4626.0805, item D) Provide a test kit to measure the chemical sanitizer strength in chemical ware washing machine. (Minnesota Rule, part 4626.0715) Chemical sanitizing ware washing macliines shall have space for a minimum of five racks for air- drying utensils. (Minnesota Rule, part 4626.0685, item C) Drain boards where clean utensils are drying shall be protected from splash from other sources (i.e. near a hand sink). (Minnesota Rule, part 4626.0955 and 4626.0960) 10. Food Preparation Sink: Advance Tabco, ADV4-1-18 11. Hand sinks: See plans for locations. Provide a separate hand washing sink for each food service, food preparation, utensil washing areas and toilet rooms. (Minnesota Rule, part 4626.1095) Provide a designated hand sink inside the bar area available to wait staff and/or bartenders. (Minnesota Rule, part 4626.1095) Install an approved splashguard at hand sink or maintain at least 18 inches of clearance between products and other equipment. (Minnesota Rule, part 4626.0955) All hand sinks shall be provided with hand cleanser, single-service toweling and nail brush. (Minnesota Rule, part 4626.1440 and 4626.1445) Each hand washing sink shall provide water at a temperature of at least 1100 F through a mixing valve or a combination valve. (Minnesota Rule, part 4626.1050) 12. Walk-in CoolerlFreezers - General Requirements: Provide approved flooring and base cove for the walk-in cooler or freezer. (Minnesota Rule, part 4626.1325 and 4626.1335) a. Aluminum or stainless steel floor in cooler. b. Vinyl screed base provided by the manufacturer. Effectively enclose the area above the walk-in cooler/freezer units with fixed or removable panel(s). This may not be used for storage. Provide access and ventilation for equipment in this area as recommended by installer. (Minnesota Rule, part 4626.0960 and 4626.1365) Shelving shall be approved for use in refrigerated environment. (Minnesota Rule, part 4626.0505) Basement Bar & Grill Food and Beverage Equipment Plan No. 081092 Page 6 June 19,2008 All tile and grout shall be sealed per manufacturers' recommendations. (Minnesota Rule, part 4626.1335) Ceramic Tile: Toilet rooms, floor and walls, ensure base cove is appropriately installed. All tile and grout shall be sealed per manufacturers' recommendations. (Minnesota Rule, part 4626.1335) 15. Ceilings - General Requirements: Ceilings in kitchens, bars and bar service areas, other rooms where food is stored, prepared, or washed, toilet rooms and janitorial rooms shall be smooth, non-absorbent, durable and easy to clean. (Minnesota Rule, part 4626.1325 and 4626.1370) Acceptable materials include: a. Vinyl coated acoustic ceiling panels; b. Semi-gloss painted gypsum board (washable) for women's toilet room c. Light in color; d. Smooth in texture; and e. No exposed rafters, bar joists or trusses are permitted. 16. Janitorial Areas - General Requirements: Janitors' sink is moving to corner of kitchen, review for compliance. Provide utility sink or curbed cleaning facility with a floor drain for cleaning mops and for the disposal of mop water or similar liquid wastes. (Minnesota Rule, part 4626.1080 and 4626.1485) Janitorial areas shall have FRP, ceramic tile or equivalent, stainless steel or cleanable block walls in the splash area. (Minnesota Rule, part 4626.1325) Unfinished gypsum wallboard is not acceptable in the janitorial area. (Minnesota Rule, part 4626.1325) Provide mop hanger in janitorial area. (Minnesota Rule, part 4626.1540) Provide vacuum breakers at all threaded hose bibs. (Minnesota Rule, part 4626.1060 and 4626.1085) Chemical or detergent dispensers shall provide appropriate backflow prevention devices. (Minnesota Rule, part 4626.1085) 17. Plumbing - General Requirements: All plumbing plans shall be approved by the Minnesota Department of Labor and Industry (DLn or delegated agent. Submit complete plans for review to that department. (Minnesota Rule, part 4626.1040 and 1045) Basement Bar & Grill Food and Beverage Equipment Plan No. 081092 Page 8 June 19,2008 Food and utensil storage rooms, toilets, locker rooms, dressing rooms shall be provided with at least 30 foot candles measured at 30 inches above the floor. (Minnesota Rule, part 4626.1470) Bar lighting shall provide at least 20 foot candles measured 30 inches off the floor and it is recommended to be adjustable to 70 foot candles for help facilitate cleaning. (Minnesota Rule, part 4626.1470) 20. Restrooms - General Requirements: All restrooms shall be provided mechanical ventilation. (Minnesota Rule, part 4626.1475) All restroom doors shall be self-closing. (Minnesota Rule, part 4626.1390) Changing tables in restrooms shall be securely mounted and safety rated by the manufacturing company. (Minnesota Rule, part 9503.0155, subpart 18, item D) All restroom hand sinks shall be stocked appropriately. (Minnesota Rule, part 4626.1440, 4626.1445 and 4626.1450) Restroom walls shall have FRP or ceramic tile to a minimum of four (4) feet in height. (Minnesota Rule, part 4626.1325) Restrooms shall have proper base cove with materials similar to flooring. (Minnesota Rule, part 4626.1345) 21. Bar - General Requirements No information provided on construction of bar, room finishes indicated as compliant. The interior of bar (service) shall be finished with approved flooring, base cove and wall materials equivalent to food preparation areas. (Minnesota Rule, part 4626.1325) Provide or designate a hand sink in the bar area. (Minnesota Rule, part 4626.1095 and 4626.1110) Two are indicated in plans. A dump sink may not be used as a hand sink. (Minnesota Rule, part 4626.1110 and 4626.1455) One dump sink also indicated by owner. Liquor storage room requirements are the same as for dry-food storage room. Ifbar dispensing equipment is installed in the liquor storeroom, storage requirements are the same as for food preparation areas. (Minnesota Rule, part 4626.1325) Submit finishes for floors, base cove, walls and ceilings of beer cooler. (Minnesota Rule, part 4626.1325, 4626.1335 and 4626.1720) Walk-in cooler specifications pending. Bar tops made of wood/natural stone materials shall be sealed with approved sealant and be resistant to liquids/stains. (Minnesota Rule, part 4626.0495) All unique bar top and cabinetry materials shall be submitted and approved (prior to installation). (Minnesota Rule, part 4626.1720 MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY Division of Construction Codes and Licensing REPORT ON PLANS. Plans and specifications on plumbing: Basement Bar & Grill, 16691 Highway 13 South, Prior Lake, Scott County, Minnesota, Plan No. 087232 OWNERSHIP: Mr. Steve Higgins, 15658 Highland Avenue, Prior Lake, Minnesota 55372 SUBMHTHR(S): Boevaag Plumbing, Inc., 5333 Cossandra Street Southeast, Prior Lake, Minnesota 55372- 2512 Plans Dated: Date Received: April 22, 2008 Date Reviewed: April 25, 2008 SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the Minnesota Plumbing Code, as amended, apply, and does not coverthe water supply or sewerage system to which this plumbing system is connected. The review is based upon the supposition that the data on which the design is based are correct, and that necessary legal authority has been obtained to construct the project. The responsibility for the design of structural features and the efficiency of equipment must be taken by the project designer. Approval is contingent upon satisfactory disposition of any requirements included in this report. Special care should be taken to insure that the material and installation of the plumbing system are in accordance with the provisions of the Minnesota Plumbing Code. A copy of the approved plans and specifications should be retained at the project location for future reference. A set of the identified plans and specifications is being returned to Boevaag Plumbing, Inc. INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of the Minnesota Plumbing Code. As specified in Minnesota Rules, part 4715.2830, no plumbing work may be covered prior to completing the required tests and inspections. Provisions must be made for applying an air test at the time of the roughing-in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code. A manometer test, as specified in Minnesota Rules, part 4715.2820, subpart 3, is required at the time of the finished plumbing inspection. It is the responsibility of the contractorlinstaller to notify the Minnesota Department of Labor and Industry when an installation for a state contract job, licensed facility, or project in an area where there is no local administrative authority is ready for an inspection and test. To schedule inspections, contact the state plumbing standards representative for your region, or call Jim Peterson at 651/284-5889. REQUlREMENT(S): 1. The four-compartment bar sink and the wash sink must be provided with a floor drain on the individual drainage branch serving each sink (see Minnesota Rules, part 4715.1390, subpart 2). The floor plan indicates two separate drain branches serving the four-compartment sink. Each drain branch must have a floor drain installed, or the two drain branches may be connected with a floor drain located downstream of this connection, but upstream of the main waste line. 2. The dishwasher may not discharge to a tailpiece of the four-compartment bar sink (see Minnesota Rules, part 4715.1250). The dishwasher must either discharge to the drainage system through an air break, or directly to the sanitary drain if a floor drain without a backwater valve is installed on the individual dishwasher drainage branch. If the floor drain serving the four-compartment bar sink is to be used as the dishwasher receptor, this floor drain must be individually vented and the drain branch serving the bar sink and the downstream of the floor drain must be at least 2Yz inches in size (see Minnesota Rules, part 4715.2310). dar & Grill <g <~o. 087232 5e 3 April 25, 2008 Authorization for construction in accordance with the approved plans may be withdrawn if construction is not undertaken within a period of two years. The fact that the plans have been approved does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, additional information, or advanced knowledge make improvements necessary. Approved: ~ - / p"/' ;d-z~? ti:" C:' c. <. - Bradley C. Erickson Public Health Engineer Plumbing Plan Review and Inspections Unit 443 Lafayette Road North St. Paul, Minnesota 55155-4343 651/284-5880 BCE:jat cc: Boevaag Plumbing, Inc. Mr. Steve Higgins Mr. Robert Hutchins, Building Official ~. Minnesota Department of Health Environmental Health Services Section File PRIOR LAKE INSPECTION RECORD DEPARTMENT OF B~JLDING AND INSPECTION SITE ADDRESS I ~09 I (4( ~14c.u^'1 (~<; NATURE OF WORK ~EN\oO~ USE OF BUILDING I C/AIZ. . ! ( , PERMIT NO. () B "'"l- SB DATE ISSUED 5 (, z.. 10 s CONTRACTOR tb.qS61l't~ Ho'''''/JoJc=>>l.. L. c. PHONE 4>JZ.-~'B""'Z' (. , NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT INSPECTOR DATE I r o Backfill) I I 1 PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ROUGH - INS SEWER I WATER I SEPTIC FRAMING (() c....... INSULATION ELECTRICAL PLUMBING , '-"equired) Vf/ ~ I ~ ~/~ I I s:Z(",O' f?JJ A I' EST ~I'- ~ I 7j-Z!t;o, COVER NO WORK UNTil ABOVE HAS BEEN SIGNED PeS- ~T. c ~ He--- L ,l,"* I ff7 I 7A, J6~ FINALS' ) ) ~ior to Sodd)ng) BUILDING Ie 0 (I III ,,9; ELECTRICAL ' '{. , PLUMBING ~ DO NOT OCCUpy UNTIL ABOVE HAS BEEN SIGNED NOTICE This card must be posted near an electrical service cabinet prior to rough-in inspections and maintained until all inspections have been approved. On buildings and additions where no service cabinet is available, card shall be placed near main entrance. 0) \ff> 1/2:1 loel I . , 7(7 io 't> I I FOR ALL INSPECTIONS (952) 447-9850 Memorandum DRAFT DATE: June 12, 2009 TO: Jeff Matzke, Planner FROM: Robert D. Hutchins, Building Official RE: Site review for Basement Bar& Grille Outdoor Patio Following are the results of the Site review for Basement Bar & Grille Outdoor Patio. Our review was based on the 2007 Minnesota State Building Code (MSBC) which adopted with amendments the 2006 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2007 Minnesota State Fire Code (MSFC), which adopted with amendments the 2006 Fire Code (IFC). 1. Provide dimensions of patio area. 2. Provide fire lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of Fire Department". Indicate on Site plan. Locate by Fire Hydrant on East Property line. IFC 1001.7.1. 3. An S.A.C. determination must be completed by the Metropolitan Council Environmental Services for the new patio and the existing patio. Contact Kelly Barnebey at kelly.barnebey@metc.state.mn.us or 651-602-1421 for the determination. Presently, there is a charge of$5350.00 per SAC unit which is collected at the time of the building permit issuance. 4. Provide dimensions of parking stalls Accessible parking loading zone shall be minimum 20' long. MSBC 1341.ANSI 117.1 Article 503.3. 5. Provide specifications and details of egress hardware on iron exit gate in patio wall. Comments from the City Finance Department: 1. The current liquor license for the Basement Bar & Grill includes the premises of the building and the existing patio area on the west side of the building facing Highway 13. If a new outdoor seating area is proposed for the north side of the building the following items must be followed: • The seating area must be contiguous to the building and can only be accessed from the building. J:\LETRMEMO\Basement\09basement.DOC • Only a service bar can be in the outside seating area. • The seating area must be fenced in and accessed only from the building. • An extension of the liquor license to include this new area must be applied for and approved by the City Council. Contact City Accounting Clerk Janet Ringberg at 952-447-9840 for an application. The following are Lavatory alteration plan comments: 1. Sht A-100 Code Review: States proposed increased Occupancy to 560 occupants. The building permit to remodel the building in 2008 permit # 08-258, plan sheet Al Code information states that the occupant load is 322 occupants. Provide an occupant load calculation for each area of the building. The building appears to be changing in character from the 2008 building permit as indicted by the proposed increase in the amount of occupants. If so the building must have a fire suppression system installed. MSBC 1311 Section 407.1 states: All work areas in any building or portion of a building that is required to have a fire- extinguishing system in accordance with the Minnesota Rules, chapters 1305 and 1306, if specifically adopted by the jurisdiction, shall be provided with an automatic fire-suppression system. The City has adopted MSBC 1306 which requires an assembly occupancy to have an automatic fire-suppression system. 2. A plumbing code review is required to be completed by the State of Minnesota Department of Labor and Industry before a plumbing permit is issued. 3. Provide an accessible water closet compartment in the men's and woman's lavatory. When altering a space, MSBC 1341 SECTION 1113 ALTERATIONS 1113.1 states: Application. Where existing elements, spaces, features, or common areas are altered, then each altered element, space, feature, or common area shall comply with the applicable provision for new construction. If the applicable provision for new construction requires that an element, space, feature, or common area be on an accessible route, the altered element, space, feature, or common area shall be on an accessible route as provided in Section 1113.9. Also see MSBC 1341.1109.2.2. The accessible water closet specifications are found in MSBC 1341.0604 A117.1 SECTION 604, WATER CLOSETS AND TOILET COMPARTMENTS. Subpart 1. A117.1 Section 604.3.1, which states: Size. A117.1 Section 604.3.1 is amended to read as follows: 604.3.1 Size. A clearance around a water closet 60 inches (1525 mm) minimum, measured perpendicular from the side wall, and either 78 inches (1980 mm) minimum, measured perpendicular from the rear wall, or 48 inches (1220 mm) minimum plus the depth of the water closet fixture, measured perpendicular from the rear wall, shall be provided. 4. Provide a Code compliant door threshold at the South exit door. 2 The site and building plans must be reviewed by the Cities Developmental Review Committee (DRC) which consists of representatives of Community Development and Natural Resources, Engineering, Finance, and Building Departments. The DRC must approve the site plans before a building permit can be issued. 3 Metropolitan Council Environmental Services July 15,2009 Bob Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake,MN 55372 Dear Mr.Hutchins: The Metropolitan Council Environmental Services(MCES)Division has determined SAC for the Basement Bar&Grill patio to be located at 16691 Highway 13 S.within the City of Prior Lake. This project should be charged 11 SAC Units,as determined below. SAC Units Charges: Restaurant(full service) Outdoor seating(non-fixed) 1296 sq. ft. @ 15 sq. ft./seat @ 8 seats/SAC Unit 10.80 or 11 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. Please keep in mind that on January 1,2010 our SAC credit rules will change. Visit the SAC section of the III Council website to learn more. If you have any questions, call me at 651-602-1118 or email karon.cappaert@metc.state.mn.us. Sincerely, 1m4pfie-td aron Cappaert SAC Technician Environmental Services Division KC:kb:090715A1 Determination expiration: July 15, 2011 cc: J.Nye,MCES Steve Higgins,Basement Holdings(email) www.metrocouncil.org 390 Robert Street North • St. Paul, MN 55101-1805 • (651) 602-1005 • Fax(651) 602-1477 • TTY(651) 291-0904 An Equal Opportunity Employer Metropolitan Council AA Environmental Services July 15,2009 Bob Hutchins Building Official City of Prior Lake 4646 Dakota Street SE Prior Lake,MN 55372 Dear Mr.Hutchins: The Metropolitan Council Environmental Services(MCES)Division has determined SAC for the Basement Bar&Grill patio to be located at 16691 Highway 13 S.within the City of Prior Lake. This project should be charged 11 SAC Units,as determined below. SAC Units Charges: Restaurant(full service) Outdoor seating(non-fixed) 1296 sq.ft. @ 15 sq. ft./seat @ 8 seats/SAC Unit 10.80 or 11 The business information at on was provided to MCES by the applicant at this time. It is the City's responsibility o 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. Please keep in mind that on January 1,2010 our SAC credit rules will change. Visit the SAC section of the Council website to learn more. If you have any questions,call me at 651-602-1118 or email karon.cappaert@metc.state.mn.us. Sincerely, i40/40,Kid aron Cappaert SAC Technician • Environmental Services Division KC:kb:090715A1 Determination expiration:July 15,2011 cc: J.Nye,MCES Steve Higgins,Basement Holdings(email) www.metrocouncil.org 390 Robert Street North • St.Paul, MN 55101-1805 • (651)602-1005 • Fax(651) 602-1477 • TTY(651)291-0904 An Equal Opportunity Employer I, Bob Hutchins From: Cappaert, Karon [Karon.Cappaert@metc.state.mn.us] Sent: Wednesday, July 08, 2009 12:55 PM To: Bob Hutchins Subject: SAC determination for Basement Bar& Grill Hi Bob, I have a submittal for Basement Bar&Grill for a patio relocation. I don't have a determination for this restaurant. They stated the previous name was Hollywood Inn and we have Hollywood Inn in our database for 62 restaurant seats paid in 1987, but the address is 2870 Spring Lake Road SW. I have two questions: Can you check your records to see what you have regarding a SAC payment for this site. If this is the same place, is the SAC paid for 62 seats for the Hollywood Inn correct for this restaurant? Thanks for your help. Karon Cappaert SAC Administrative Technician MCES-Finance 390 N Robert St St Paul,MN 55101 karon.cacipaert@metc.state.mn.us Phone 651-602-1118 Fax 651-602-1030 http://www.metrocouncil.org/environment/RatesBilling/SAC Program.htm igAtho 7/8/2009 Page 1 of 1 Bob Hutchins From: Greg Jensen [gjensen@reprisedesign.com] Sent: Tuesday, June 16, 2009 4:34 PM To: Bob Hutchins Cc: Steve Higgins; Jeff Matzke Subject: Basement Bar&Grill Robert, In regards to comment 1 under your Lavatory alteration plan review comments dated June 12, 2009 we offer the following response: - We are not of the opinion that the building is changing in "character" as a result of the proposed alterations (additional restroom fixtures), it should be noted that"character" is not mentioned in the Minnesota State Building Code in determining the need for an automatic sprinkler system. Minnesota Rules, Chapter 1306, section 1306.0020 subpart 2 specifically indicates that automatic sprinkler systems for new buildings, buildings increased in total floor area or buildings in which the occupancy classification has changed, must be installed and maintained in operational condition within the structure. The scope of the proposed work does not fall under any of the three groups as listed above which if it did would trigger the need for an automatic sprinkler system. I have attached a copy of Chapter 1306 for your reference. Respectfully submitted, GREG JENSEN—SENIOR PROJECT MANAGER Gjensen@reprisedesign.com 12400 PORTLAND AVENUE SOUTH 1 r I. SUITE 100, PORTLAND CORPORATE CENTER �� 01 BURNSVILLE, MN 55337 ,,,, i, r PH—952-252-4042 DESI GN i FAX—952-252-4043 6/17/2009 Z 100 # 2- 7D 4.(2- 02. • 'Zloo : Z- 1 Coco. , •. */a , o140lv1 i-t . I . (77o . 3' ©. r< . Coo 7. 1 ��O-� 2-0 -'' . 3z0 ' 0/5' mac. 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I I I I li 9 02 o 4~31! g , 1177 c) i CITY OF PRIOR LAKE DRC PROJECT REVIEW CHECKLIST PROJECT NAME: BASEMENT BAR & GRILL OUTDOOR PATIO SITE PLAN PROJECT REQUEST: An application for site plan review of a 1325 sq. ft. outdoor patio and parking areas. PROPERTY OWNER: Bealmake Partners LLC CONTACT PERSON: Brian Johnson 952-252-4042 SITE INFORMATION PID#s: 25-470-002-0 LOCATION: The property is located at 16691 Hwy 13 South. The site is south of Franklin Trail, north of Duluth Avenue, and west of Park Nicollet Avenue. DISTRIBUTE TO: n APPLICATION FOR: • Frank Boyles DNR—Janeil Miersch Administrative Land Division • Jerilyn Erickson County Hwy Dept. _ Comprehensive Plan Amend. • Bob Hutchins • MNDOT _ Conditional Use Permit • Jane Kansier SMSC _ Home Occupation • Danette Parr • Mediacom Cable _ Rezoning • Larry Poppler • Minnegasco _ • Site Plan Ross Bintner • Watershed Dist. _ Preliminary Plat • ©oug Hartman • Telephone Co. PUD • Bill O'Rourke • Electric Co. _ Final Plat Met. Council _ Variances Vacation CIC Plat Date Received 5/29/09 Date Distributed 6/3/09 Date Due 6/12/09 Complete Application 6/2/09 Date Distributed to 6/3/09 DRC 6/18/09 Date DRC Meeting Publication Date NA Tentative PC Date NA Tentative NA CC Date 60 Day Review Date 8/2/09 Review Extension I:\09 files\09 site plans\the basement\referral.doc Page 1 r , Enhance your surroundings. Stone wall beauty r. without the ,,. x r : la expense. ,,,,, , c.,,,.,.-a iii,40'1 44,st4;„ lil, rt - -47,gi„4 i al -._ pitWOli-iii '41""f.)11/ i 1 --ir;om t % ) h ° Mi' Y is „ Ilk * ' '4',1°Py '4‘. .. •"' ' �"- a S\ III I Mi' 411R k , 1 m Te , 1 FENCE 1 ''',.t,,,,1 IllIlloullIll k F' ��Nlllrr li 4E16 AM J ' ' - A i .• _ _____ .: .....—_-..—... T, t« ...a 1 �. I _ r 114• .71 >-Ita ist r S - a 4 v v , A . ;� 411041111‘ 101%, y a t f l WI 441,lag 4 , S jp, _______________________________ .!0,,'',..4 ,5 marl-77 .-.. +ad4i,i u _. +a -7.4;77;4111"` "614r rs sou 4117,"7"''‘ ,sa'r+a.. 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Ns dlemstse. 12 • 1330 W 400 N. office (801)655-5236 Orem, U7'84057 fax: (801)655-5240 www.simtekfence.com S mTe k info( simtekfence.com FENCE Illustration G Hinges arc attached to this post • INSIDE-TO-INSIDE X" (see table) `w --000,01-640001101. All gates require about a 1.5"gap between the gate and the gate post,and about a I"pp 4'-single 4'gate 5O'/" between the gate and the end post or between the two gates when using double gates. 6'-single 6'gate 73'/," i1-double 4'gate 100%" For single gate.use one gate post(left) and one end post(right). 10-one 4'gate&one 6'gate 123 W' For double gates,use two gate posts. 12'-double 6'gate 146 W' Illustration H Minimum Bolt Size 1/2"X 4 1/2" I • • �.:•.••...... .. .. •: .:•I Minimum Concrete Widthi...... ... •.......... .•., .... .. ..... ... ........... 8 14 1330 W. 400 N. 1 r office (801) 655-5236 Orem, UT 84057 IM�G fax. (801) 655-5240 www.simtekfence.com ' info(aisimtekfence.corn I FENCE Illustration I \40.75 40.75 2.00 \, 1.0++0 Gap Filler Uses 2.2.00r 2.00 Post"type 2"Gap Filler I"Gap Filler Line Post X End Post X Corner Post X Gate Post X Illustration J Button Head Screw • latch to gate ' ` . striker rode to gate -included with hardware + I � ham— I" 2 *•., 110,0 4, .r •drop rod to gate W1443 Y, =.7:1 11:117rnitAktf4# W.1 44:'7F416 1 '/:" �I "*''*R-*" 411+te ,1,_, • bracket to line-post • #14 • 3/8 nut-driver li • Zinc laced • self drilling • always ensure the fastener captures the post stiffeners 2'/"- Is++trsrYrarraaYYrrrrima,a'rrr.,.rw... • hingetopost • latch to post 3"— .• • panel to corner-post • panel to line-post IM-.••• w} rrrrat+K+ye.wxr+iBt•••••.1.- • brackettocorner-post • bracket to end-post • panel to end-post 15 Page 2 of 2 City of Prior Lake 4646 Dakota Street SE Prior Lake,MN 55372 952.447.9851 Fax 952.440.4263 City Email Updates.Sign up now. Original Message From: Steve Higgins [mailto:stevehiggins@basementbarandgrill.com] Sent: Monday, February 23, 2009 11:45 AM To: Bob Hutchins Subject: Questions Hi Bob, Just a couple of questions for you regarding some things we'd like to work on this coming year: 1—Patio—We would like change the location of the patio to the north side of the building. What things would we need to do to make this happen? I am planning on talking with an architect today to get the plans started. Can you let me know of anything other than a building permit that the city would need? 2—Is there any way to increase our capacity number? Who determines this number and how is it calculated? Thanks, Steve Steve Higgins Basement Bar&Grill 16691 Highway 13 S Prior Lake, MN 55372 P-952-226-6040 F-952-226-6043 stevehiggins@basementbarandgrill.com www.basementbarandgrill.com 4/16/2009 Page 1 of 2 Bob Hutchins From: Steve Higgins [stevehiggins@basementbarandgrill.com] Sent: Monday, February 23, 2009 1:46 PM To: Bob Hutchins Cc: Jeff Matzke Subject: RE: Questions Thanks Bob, The patio would replace the existing patio, which would in turn, make the current patio a parking area. So the increase in occupants should essentially be zero. I will be in contact once I have some sketches from the architect. Thanks, Steve From: Bob Hutchins [mailto:BHutchins@CityofPRIORLAKE.com] Sent: Monday, February 23, 2009 1:33 PM To: Steve Higgins Cc: Jeff Matzke Subject: RE: Questions Steve, To answer your questions regarding #1 Patio: We will need an updated survey which you may already have, the city needs to investigate the amount of square footage that will be allowed for the patio because it has an effect on the amount of required parking that the site requires; the larger the patio increases the less space there is for parking stall numbers.City staff needs to research those requirements. Other items that will be considered: An increase in the patio area will increase the amount of occupants, staff would need to look into SAC units required for the existing and an increase in the amount of occupants. A SAC determination is calculated by the Metropolitan Waste Control Commission. Contact Karon Cappaert at 651.602.1118. The Service Availability Charge (SAC): The service availability charge is a onetime fee imposed by the Metropolitan Council Environmental Services for new connection or increased volume discharged to the metropolitan wastewater system. The SAC fee is similar to fees used by many wastewater utilities and municipalities and is generically known as an "impact" or "connection" fee. One SAC unit equals 274 gallons of maximum potential daily wastewater flow volume. Also:Exiting for the patio,Design of the fencing and setbacks. #2. In the building permit (08-258) which you submitted for the remodel, the architect provided the floor plan with dimensions in order for him to determine the Code compliant amount of occupants in each of the areas of the bar/restaurant. The Code specifies that each floor area be analyzed to determine the largest and most intense use of the area in regards to the highest number of occupants. The occupant determination for the building was 322 occupants. Without increasing the size or adding to the building,the number of occupants is at its highest Code allowable occupant load. The City staff will need to have an idea of what you are planning for the patio size and location before we can give you a complete list of items that are required to meet City Ordinances.After you have a sketch of the patio I would you like to invite you in to discuss your ideas with staff,at that point we will have an idea of the area and size of the patio and we will be able to provide guidance on the City ordinance requirements.Call if you have any questions or comments.Thank you 0 Robert D. Hutchins Building Official 4/16/2009 4 14,„„ t_if,.._&1\5_ (A_(y_c_„,6(_35 +, - "AAJ .cs64. ) cP( 1 A (1 Ct, (el 6/3 6icksr-- 11-k--M`f et-r". COMMERCIAL BUILDING PROJECT REQUIREMENTS (4/10/2009) The following items are required submittals for a commercial building project: 1. Submit four (4) sets of signed architectural, structural, site, utility plans, and four (4) copies of a Certificate of Survey. 2. Submit signed HVAC, plumbing, fire alarm, and fire suppression sprinkler plans. May be submitted at a later date. 3. Submit the Structural Engineers requirements for Special Inspections 4. Complete a Building Code analysis. 5. Submit a soils report. 6. Submit Energy Envelope Calculations. MN Energy Code 7680.0100. 7. Any Assembly use such as a hall, restaurant, bar, school or arenas of any size and Business, Factory, Mercantile and Storage uses totaling 2000 square feet in floor area are required to install fire suppression to a new building or addition to an existing building. 8. A SAC determination must be completed by the Metropolitan Waste Control Commission. Contact Karon Cappaert at 651-602-1118. The Service Availability Charge (SAC): The service availability charge is a onetime fee imposed by the Metropolitan Council Environmental Services for new connection or increased volume discharged to the metropolitan wastewater system. The SAC fee is similar to fees used by many wastewater utilities and municipalities and is generically known as an "impact" or "connection" fee. One SAC unit equals 274 gallons of maximum potential daily wastewater flow volume. Park Support Fee $850.00 Service Availability Charge (SAC) $2,000.00 Sewer and Water Connection $1,500.00 Water Tower Fee $1,000.00 TOTAL $5,350.00 NOTE:Prices subject to change. J:\HANDOUTS\COMMERCIAL BUILDING PROJECT REQUIREMENTS.doc 4 Commercial Building Project Requirements Page 2 of 2 PERMIT COSTS PROJECT VALUATIONEXAMPLES $250,000 00 $500,000.00 $750,000 00- $1;000,000:00 Bldg Permit Fee $1,953.50 $3,453.50 $4,677.75 $5,927.75 Plan Check Fee $1,269.78 $2,244.78 $3,040.54 $3,853.04 State Surcharge $125.00 $250.00 $375.00 $500.00 TOTAL $3,348.28 $5,948.28 $8,093.29 $10,280.79 NOTE:Prices subject to change. Note: 1. SAC units at$5,350.00 per unit must be added to this amount. 2. Call for a permit cost for a specific amount of valuation. Please call 952.447.9850 if there are any questions. J:\HANDOUTS\COMMERCIAL BUILDING PROJECT REQUIREMENTS.doc MINNESOTA MDH DEPARTMENT OF HEALTH Protecting, maintaining and improving the health of all Minnesotans June 19, 2008 Mr. Steve Higgins 16691 Highway 13 South Prior Lake, Minnesota 55372 Dear Mr. Higgins: Subject: Food and Beverage Equipment at Basement Bar& Grill,Prior Lake, Scott County,Minnesota, Plan No. 081092 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. It is the project owner's responsibility to retain the plans at the project location. This review does not pertain to the Engineering design (i.e., plumbing, swimming pools, service connections, sewage systems). A separate report regarding the Engineering Review will be sent. Ten working days prior to completion of the project,please contact Ms. Mindy Lang with our Metro district office at 651/643-3439 in order to arrange for a final on-site inspection. A final. opening inspection cannot be conducted until the food, beverage and lodging license application is submitted with the appropriate fee to the main office. If you have any questions in regard to the information contained in this report, please contact me at 651/201-4512. Sincerely, / Lau . useby, REHS, Plan Re Environmental Health Services Section P.O. Box 64975 St. Paul, Minnesota 55164-0975 laura.huseby@state.mn.us LMH:j lr Enclosure cc: Mr. Al Frechette, Environmental Health Manager Mr. Robert Hutchins, Building Official Mr. Ronald Gnotke, Electrical Inspector Mr. Marty Kumm•, Electrical Inspector Ms. Mindy Lang, Minnesota Department of Health General Information: 651-201-5000 • Toll-free: 888-345-0823 • TTY:651-201-5797 • www.health.state.mn.us An equal opportunity employer Basement Bar&Grill Food and Beverage Equipment Plan No. 081092 Page 2 June 19,2008 All gas fired equipment that is designed to be moveable shall be provided and installed with approved,commercially-rated,quick disconnects. (National Fire Protection Association 96-2001 Chapter 12;Minnesota Rule,part 4626.0725 and part,4626.0730) A full set of approved plans and a copy of the plan letter will be available at all times during construction. (Minnesota Rule,part 4626.1720 and 4626.1725) 2. Used Food Service Equipment: Used NSF food and beverage equipment cannot be changed or altered from its original condition. It is the project owner's responsibility to ensure it meets the standard.(Minnesota Rule,part 4626.0505) Approval of the used equipment will be made by Mindy Lang inspecting sanitarian from MDH Metro district office. (Minnesota Rule,part 4626.0505) 3. Food contact surfaces—General Requirements: Primary food contact surfaces(tables and counters) shall be of stainless steel construction in compliance with NSF Standard No.2 or equivalent.(Minnesota Rule,part 4626.0505) Plastic laminate surfaces are not acceptable for food contact and food preparation surfaces. (Minnesota Rule,part 4626.0450) 4. Cabinetry within the food service area: (including salad bar and buffet tables): No cabinetry submitted for review. 5. Refrigeration—General Requirements: All refrigeration facilities must maintain potentially hazardous foods at 41°F or below. (Minnesota Rule,part 4626.0395,item B) Each refrigeration unit must have a thermometer accurate to within+1-2°F. (Minnesota Rule,part 4626.0560 and 4626.0620) Cold preparation table must be able to maintain 41°F or less. Raised cold rail refrigeration or top air cooled units are recommended. (Minnesota Rule,part 4626.0395, item B) Condensate from walk-in refrigeration equipment shall be drained to a floor drain located outside of the unit,or the unit shall be equipped with an evaporator pan. Floor drains are prohibited inside the unit. Do not install drain lines,conduit lines,etc. on interior surfaces of walk-in coolers and freezers. (Minnesota Rule,part 4626.0720,4626.0960,4626.1045 and 4626.1220) 6. Storage Areas: Provide an adequate amount of storage space for supplies necessary for operation. (Minnesota Rule, part 4626.1725) Basement Bar&Grill Food and Beverage Equipment Plan No.081092 Page 4 June 19,2008 9. Dish Machines: Chemical Sanitizer Moyer Diebel,505-D002. Chemical sanitizer machine,including under-counter machines, shall be installed with a visual or audible alarm to alert user that sanitizer concentration is low. (Minnesota Rule,part 4626.0805, item D) Provide a test kit to measure the chemical sanitizer strength in chemical ware washing machine. (Minnesota Rule,part 4626.0715) Chemical sanitizing ware washing machines shall have space for a minimum of five racks for air- drying utensils. (Minnesota Rule,part 4626.0685,item C) Drain boards where clean utensils are drying shall be protected from splash from other sources(i.e. near a hand sink). (Minnesota Rule,part 4626.0955 and 4626.0960) 10. Food Preparation Sink: Advance Tabco,ADV4-1-18 11. Hand sinks: See plans for locations. Provide a separate hand washing sink for each food service, food preparation,utensil washing areas and toilet rooms. (Minnesota Rule,part 4626.1095) Provide a designated hand sink inside the bar area available to wait staff and/or bartenders. (Minnesota Rule,part 4626.1095) Install an approved splashguard at hand sink or maintain at least 18 inches of clearance between products and other equipment. (Minnesota Rule,part 4626.0955) All hand sinks shall be provided with hand cleanser,single-service toweling and nail brush. (Minnesota Rule,part 4626.1440 and 4626.1445) Each hand washing sink shall provide water at a temperature of at least 110°F through a mixing valve or a combination valve. (Minnesota Rule,part 4626.1050) 12. Walk-in Cooler/Freezers—General Requirements: Provide approved flooring and base cove for the walk-in cooler or freezer. (Minnesota Rule,part 4626.1325 and 4626.1335) a. Aluminum or stainless steel floor in cooler. b. Vinyl screed base provided by the manufacturer. Effectively enclose the area above the walk-in cooler/freezer units with fixed or removable panel(s). This may not be used for storage. Provide access and ventilation for equipment in this area as recommended by installer. (Minnesota Rule,part 4626.0960 and 4626.1365) Shelving shall be approved for use in refrigerated environment. (Minnesota Rule,part 4626.0505) Basement Bar&Grill Food and Beverage Equipment Plan No. 081092 Page 6 June 19,2008 All tile and grout shall be sealed per manufacturers'recommendations. (Minnesota Rule,part 4626.1335) Ceramic Tile: Toilet rooms,floor and walls,ensure base cove is appropriately installed. All tile and grout shall be sealed per manufacturers'recommendations. (Minnesota Rule,part 4626.1335) 15. Ceilings—General Requirements: Ceilings in kitchens,bars and bar service areas,other rooms where food is stored,prepared,or washed,toilet rooms and janitorial rooms shall be smooth,non-absorbent,durable and easy to clean. (Minnesota Rule,part 4626.1325 and 4626.1370) Acceptable materials include: a. Vinyl coated acoustic ceiling panels; b. Semi-gloss painted gypsum board(washable)for women's toilet room c. Light in color; d. Smooth in texture; and e. No exposed rafters,bar joists or trusses are permitted. 16. Janitorial Areas—General Requirements: Janitors' sink is moving to corner of kitchen, review for compliance. Provide utility sink or curbed cleaning facility with a floor drain for cleaning mops and for the disposal of mop water or similar liquid wastes. (Minnesota Rule,part 4626.1080 and 4626.1485) Janitorial areas shall have FRP,ceramic tile or equivalent, stainless steel or cleanable block walls in the splash area. (Minnesota Rule,part 4626.1325) Unfinished gypsum wallboard is not acceptable in the janitorial area. (Minnesota Rule,part 4626.1325) Provide mop hanger in janitorial area. (Minnesota Rule,part 4626.1540) Provide vacuum breakers at all threaded hose bibs. (Minnesota Rule,part 4626.1060 and 4626.1085) Chemical or detergent dispensers shall provide appropriate backflow prevention devices. (Minnesota Rule,part 4626.1085) 17. Plumbing—General Requirements: • r All plumbing plans shall be approved by the Minnesota Department of Labor and Industry(DLI) or delegated agent. Submit complete plans for review to that department. (Minnesota Rule,part 4626.1040 and 1045) Basement Bar&Grill Food and Beverage Equipment Plan No. 081092 Page 8 June 19,2008 Food and utensil storage rooms,toilets,locker rooms,dressing rooms shall be provided with at least 30 foot candles measured at 30 inches above the floor. (Minnesota Rule,part 4626.1470) Bar lighting shall provide at least 20 foot candles measured 30 inches off the floor and it is recommended to be adjustable to 70 foot candles for help facilitate cleaning. (Minnesota Rule,part 4626.1470) 20. Restrooms—General Requirements: All restrooms shall be provided mechanical ventilation. (Minnesota Rule,part 4626.1475) All restroom doors shall be self-closing. (Minnesota Rule,part 4626.1390) Changing tables in restrooms shall be securely mounted and safety rated by the manufacturing company. (Minnesota Rule,part 9503.0155, subpart 18,item D) All restroom hand sinks shall be stocked appropriately. (Minnesota Rule,part 4626.1440, 4626.1445 and 4626.1450) Restroom walls shall have FRP or ceramic tile to a minimum of four(4)feet in height. (Minnesota Rule,part 4626.1325) Restrooms shall have proper base cove with materials similar to flooring. (Minnesota Rule,part 4626.1345) 21. Bar—General Requirements No information provided on construction of bar,room finishes indicated as compliant. The interior of bar(service)shall be finished with approved flooring,base cove and wall materials equivalent to food preparation areas. (Minnesota Rule,part 4626.1325) Provide or designate a hand sink in the bar area. (Minnesota Rule,part 4626.1095 and 4626.1110) Two are indicated in plans. A dump sink may not be used as a hand sink. (Minnesota Rule,part 4626.1110 and 4626.1455) One dump sink also indicated by owner. Liquor storage room requirements are the same as for dry-food storage room. If bar dispensing equipment is installed in the liquor storeroom, storage requirements are the same as for food preparation areas. (Minnesota Rule,part 4626.1325) Submit finishes for floors,base cove,walls and ceilings of beer cooler. (Minnesota Rule,part 4626.1325,4626.1335 and 4626.1720) Walk-in cooler specifications pending. Bar tops made of wood/natural stone materials shall be sealed with approved sealant and be resistant to liquids/stains. (Minnesota Rule,part 4626.0495) All unique bar top and cabinetry materials shall be submitted and apprpved(prior to installation). (Minnesota Rule,part 4626.1720 t ft >4110fl, P.f. EiZT.rcJl , June 6, 2008 f N 6 I N f f . I N 6 ISJRtCIURAL [(INSWING ' Mr. Steve Higgins Accounting Manager CB Richard Ellis 7760 France Avenue South Suite 770 Bloomington, MN 55435 Re: Structural Inspection of Storage Mezzanine Framing Old Hollywood Bar 16691 Highway 13 Prior Lake, MN Dear Mr. Higgins: As requested, I have completed my inspection and structural review of the existing storage mezzanine framing in the existing building located at 16691 Highway 13 in Prior Lake, Minnesota. The building formerly was known as the Old Hollywood Bar and Grill. It is my understanding that a structural review of the mezzanine framing was requested by the City of Prior Lake Building Inspections Department. My observations and recommendations with regard to the mezzanine are summarized in this report. OBSERVATIONS The existing storage mezzanine floor is approximately 16 ft. wide and extends 40 ft. across the width of the building. The mezzanine floor is framed with 2x8 joists spaced at 16" on center varying in span from 8'-9" to 15'-0". The mezzanine joists are supported at the exterior stud bearing walls and from intermediate built-up 2x10 and 2x12 beams at two locations that are suspended from the roof truss framing with (4) 1" dia. steel hanger rods. There are also built-up triple 2x4 posts at the ends of the intermediate support beams. ANALYSIS According to my calculations, the mezzanine floor framing has a maximum safe storage load capacity of approximately 25 psf. The storage load capacity is limited by the longer 2x8 joist spans and the bolted connection brackets that fasten the steel hanger rods at the top to the roof trusses. RECOMMENDATIONS The as-is mezzanine framing does not meet the minimum requirements of the current IBC2006 and the Minnesota State Building Code which requires a 125 psf live load capacity. The floor joist framing at the mezzanine appears to be in fair to good condition. During a prior remodeling, part of the built-up wood beams that support the mezzanine joists was removed which left the steel hanger rod connection at the beam ends loose. A steel angle welded to the rod would be required at these locations to provide an adequate bearing seat for the built-up wood beams. • H SIKH M[M6914E 111611WAY, MENU6i4 1161661S, MN 55118 — fAX 16511 454-5686 O HICf: 16511 454-9455 — [-MAIL Si11914N6INffRS@CUMCAS1.Nf1 Structural Inspection of Storage Mezzanine Framing Old Hollywood Bar 16691 Highway 13 Prior Lake, MN Page 2 of 2 In my professional opinion; due to the limited capacity of the mezzanine floor joists and the inadequate hanger rod connection to the roof trusses, the mezzanine should not be used for any storage or other occupancy purposes at this time. Although an analysis of the roof trusses was not made, I also have reservations about the capacity of the roof framing to safely support a mezzanine. The mezzanine floor framing (unloaded) can remain in place and will not be a structural concern. Please forward a copy of this report to the City of Prior Lake Building Inspections Department and contact me with any questions or comments. Sincerely, Stroh Engineering rt- Bernie Stroh, P.E. 0 or-ce W 1........• - fey l • O [ 1 ' i y C t 7-r L- NS NOON !Tim �Itil!'n'11 pI-7 �l/ 1 10 eII �� iJ— L \I I- SW .3'-0',, 4` g _ o 11� 0c lCn - ����� in —_____J Y I I I I I , 1 j ' C L [ LL N I ri, 1 stri ,'.y.�Ai''‘..rt j B 7 J , 1 I- - --, - 1 2L ] Pi L` .> L'L ,,� L_ , . L-----i7- 4 -iry 1 r-1 I I- moi'-1 1 %-1 f i —II' I (I L 1 . v � �,� T l L --L_- �I I I, 1 I I L---..,[1 L~.. _ L---_L�`1�J ill.-1t=ai.z 1-4 11 Li ,J I LJ A rH r _ , , r i 8 0 SHEET PROJECT#: 08138 BASEMENT BAR&GRILL 9300 Hennepin Town Road Eden Prairie,MN. 55347 i ff... 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' • BASEMENT BAR & GRILL hereby ce ify that this plan,specification or q • report wos prepared by mea under my diet, Li me,§ PATIO RELOCATION aaparvia'an and Inas I am a day regialered gepril " RI w i 16691 HIGHWAY 13 $ ARCHITECT under fhe Iowa of the 8 .S Slate of MINNESOTA v �'�" e'.✓^' PRIOR LAKE, MINNESOTA 1gw j �e !� 1g D E S I G N ''!! N Siynatura BRIAN R. JOHNSON nf SITE PLAN eg ,8050 �... a�s Data R ialration Number