The URL can be used to link to this page

Home My WebLink AboutBldg Permit 04-0849 DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING 0 PLUMBING RI f 0 EXIGRAD/FILLING o FOUNDATION 0 MECH RI 0 COMPLAINT o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL o FINAL 0 PLUMBING FINA 0 GASLINE AIR TST o SITE INSPECTION 0 MECH FINAL I 0 COMMENTS: I, c.o~/)(..ere &\~L6~ ~~D ?.-_ ~ c.-C / C?VAI-/) t::J,..1 ~~ lOP ~,,' t;.J lTtlkN F,\ oft ~p~ of- ~ 3. t>A \N-r ~cofZ- ~p /u,....,l.~ ~ M~ .~ . / \ ~t^I'.. A F=- "BtJ\~~ . 4- 6>e.S-Ar _.~ bN 0~ tr ~s ~_ ~c:.L5.-t:+J \I~ e>N ~~v~ ~. (J~ bAL-V Irl~ "D\.~~ ISN ~f_ ~c 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 DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS Lilli Ut1/ M W(t.( r 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 o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: i) I .J};A/f ~Jsf't-VJ CP / yo Q) - 0/54.) ~(-+ 11/1 IIJCt,J,i?1,<, (t) //I/{OJh-1' /w~J.(r ." v ,. ca..>! ~..- , ( '-fJ J-fa/.-1 ..51VtJ0t'.> /)1'1 d-f:u q... ti fzh~n:5 @ (LeoMol/f eX'i.}- h....( 1'<:' Y"'rol')~ '> d- 5-+orCt.&< (~J CAu, v8rr ~ ~ TIa> -r~4. ~- . ~th Y1"" ,t-.)__~6WL~ ' ,"'. . 5~ oil l>A(^"T"" Lu::; tko ~1)p tlu'l.,T"S 1 VI IOtlJ /P,&, dtJC>t rJ/'7 2 ~11+ hc'ctl-~-- ~. r'/L::k . s~~ (Jl'fJ .s ?h~1 q btJ t/'C. r a::J,1'l 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! lNSNOTl DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING 0 PLUMBING RI o FOUNDATION 0 MECH RI o FRAMING 0 WATER HOOKUP o INSULATION 0 SEWER HOOKUP o FINAL 0 PLUMBING FINAL o SITE INSPECTION 0 MECH FINAL PWfll\~ COMMENTS: ~~~ A C .M, J.t::- t.I9As-r-6R- S~IlJM t. uJL.- - ~T:> '=' 6~ -:5UVIe;)~ o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o (i)~c'A\~ ,........ F,~S~~.V~ ~.. . o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTlON BEFORE COVERING Inspector: Owner/Contr: ~ALL 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 DATE TIME SCHEDULED ADDRESS \ \. \ \ OWNER CONTR. PHONE NO. PERMIT NO. o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o t&..K/ PC/'zY /..v' /Gr. IA/~ rA~ ~ A-1 ~ t:Pt:-~ - S'~ ~, ~ ~ F--ur-- L~^/ A-r Dtt/l.q~ Ktr/dc-t' I ( o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP 0_ SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: .~~ . -1- (. /-vAl' ~"'ts" ~- 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! lNSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS OWNER PHONE NO. DATE TIME SCHEDULED tt (,~ 10+ G:;>:Ci9f VlU-Av& ~A~ CONTR. PERMIT NO. o EXIGRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: (. ~~ ~ &,W~~ P.IL, T- & PEN /~(.,JPANCH. K:,TCl' ~ r--llI. ~I ~ AJ-6~UJ~'(~' - ~. 1M ~~r~. A LLs>rtC)F- f't'(~S '(s ~tJ2.:tbl-~r^,& o FOOTING o FOUNDATION o FRAMING o INSULATION . FINAL ''o')SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o WORK SATISFACTORY, PROCEiED 'P- CORRECT A9J;IRN A.,r n "7 '"::> o CORRECT w9itKl r;1/.t./yOR REINSPECTION BEFORE COVERING Inspector: . r"-IJV V ~ Owner/C1ontrt11l~.r-> " 1-~/'/fE CALL 447-9850 FOR THE NEXT INSPECTION 24 HotfRS IN KoVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETY! INSNOTl DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI 0 EXIGRADIFILLlNG o MECH RI 0 COMPLAINT o WATER HOOKUP 0 FIREPLACE RI o SEWER HOOKUP 0 FIREPLACE FINAL o PLUMBING FINAL 0 GAS LINE AIR TST o MECH FINA~ I 0 ~~L 0"'; ~0r4 COMMENTS: (- I kJS~ ,~(O.J- ~fC- S~ t--Y2tWv~e ~~ I~ ~.e,<;'~;e. I J f.IHAP S,a>f.S J J'S~ (~S~ V~~ Au.. Coc, c;...cS<Z-5 ~ 44<;;'-1411 5'11[1J. 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! lNSNOTl DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION COMMENTS: I. ~ J?17c-n-5 ~ _ A0 $.-:' ~~ d-. J/!!.~/~ o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o ~^' D. F -t;'N-,'::"" (& t'~ ~~K- tJ~ /2- ( A~u6- hNI5hf- FL~ - , 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! lNSNOTl DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED j / -;u. ,ocl ADDRESS (j I II c; ~ e I1t .;vIe... r OWNER CONTR. PHONE NO. PERMIT NO. dl-l- ~4 q o FOOTING o FOUNDATION o FRAMING o INSULATION ~AL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: Ok 1v /11100- r V\. C(V1c) OCe~1 t GYWORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: 01/ Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETY! /NSlfOTl CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT Date Rec' d s. z.. 04- White Pink 3 Yellow File City Applicant PERMIT NO.o!'.om , Zo=~c; I (Please type or print and sip;n at bottom) ADDRESS \ 19 -rlR 0 -rc'ftO.J\-O ~JC . ""-:::vt.l Oil- l.Av~ LEGAL DESCRIPTION (office use only) ,LOT BLOCK ADDITION PID %S, QoZ. 02- J, 0 OWNER (Name) \Lu.. {\AA .'<-.- HJ,- ~""- ( ,""'J~"':"',/ (Phone) Col"L (.0\1.&> .... 3<oGS- I (Address) BUILDER J\ (Company Name)_t\N\U...>N'j (Contact Name) ~~, V , (Address) ~ ~C>')C- l il ~v.'LOeU' \~L. f\ N lu."""> '"L- 1)LuG EI\-f\."T't-f ~l'J (Phone) (Phone) 5"07 -S""..2b - ;]7.13 ~,~ CODE: DI.R.C. \'8I.B.C. Type of Construction: I II III IV V A B Occupancy Group: A B E F H I M R S U Division: 1 2 3 4 5 ORe-Siding OLower Level Finish TErJJ\tJT F'1'I1S H PROJECT COST IV ALUE $ (excluding land) o Fireplace TYPE OF WORK 0 New Construction ODeck OPorch ORe-Roofing OAddition erAlteration OUtility Connection 0 Mise. I hereby cenity tha' I have turmshed mformation 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-ment roperty a that all cons IOn will conform to all eXlstmg state and local laws and will proceed in accordance with submitted plans I am aware that the buildmg offici revo this perml fo Just cau Flll hermore, I hereby agree that the City official or a designee may enter upon the propelty to perform needed mspectHlns. ~ :2 t>ateJa>! Signature Contractor's License No, Permit Valuation ~{(!,1) - I Park Support Fee # $ I Permit Fee $- 3453..5"0 I SAC ~ # N Ie!. $ E>'/STINb TAIL Plan Check Fee $ Z "2-4 t .1 eJ I Water Meter Size 5/8"; I"; I $ State Surcharge $ 250. ./ I Pressure Reducer $ Penalty $ I Sewer/Water Connection Fee # $ Plumbing Permit Fee $ I Water Tower Fee # $ Mechanical Permit Fee $ I Builder's Deposit $ Sewer & Water Permit Fee $ I Other $ Gas Fireplace Permit Fee $ I TOTAL DUE $ 5'148,28 I Paid S9"f',U Rec~ ,17-7 an I Date e"/_ /. ~4- By / {J4u-8? ~/ ZD i ~ ThiS IS to cerufy that the request in the above applicatIOn and accompanymg documents is m accordance with the City Zoning Ordinance and may proceed as requested TIllS document when signed by the City Planner constItutes a temporary Certificate of Zoning compliance and allows construction to commence Before occupancy, a Ceruticate of Occupancy must be isslIed Planning Director Date 24 houT notice for all inspections (952) 447.9850. fax (952) 447.4245 16200 Eagle Creek Avenue Prior Lake, MN 55372 Special Conditions. if any CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT 8.5.04-- (Please type OT print and sign at bottom) r ADDRESS Date Rec' d White File Pink City Yellow Applicant rll/6 I A/ ()tI--; () 849 PERMIT NO. 0 +. 064-7 16760 Toronto Avenue (v II.., LA 66 H;::"I.) , . r LEGAL DESCRIPTION (office use only) LOT BLOCK 't- OWNER (Name) (Address) '1-BUlLDER (N ame) (Contact Name) (Address) 't- TYPE OF WORK o Misc. ADDITION ZONING (office use) C4- PID z.s: q ()z.. 02..1. 0 (Phone) Sentry Fire Protection. Inc. .1n1m..JNeber (Phone) 761-6~R-44Rl (Phone) 4439 Hwy 12 S.W., Box 69, Waverly, MN 55390 o New Construction DDeck o Porch ORe-Roofing DLower Level Finish o Fireplace DAddition ORe.Siding OUtiIity Connection 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-mentioned property and 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 revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections. X ~--e-(r//~L COOl 8-4-04 I // {Signature Contractor's License No. Date I Permit Valuation I Permit Fee I Plan Check Fee I State Surcharge I Penalty I Plumbing Permit Fee I Mechanical Permit Fee I Sewer & Water Permit Fee I Gas F~e Perm);Fee fJ / I/J /1 / / 'A ~oomn~~;;~7'OO cJ V Date , ~ ,. IXIAlteration PROJECT COST/VALUE (excluding land) $ 48970.00 $ $ $ $ $ $ $ $ 5,tXX1. 00 ! 11. 7~ 'J ~ . t:;l.f , ~-o Pressure Reducer $ $ $ $ $ $ $ $ $ 19f.,. 79 , Paid Date / 'IV. 7'1 e,~,~ Rece~LNo. 4-77fdS B~_ Date Special Conditions. if any 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 16200 Eagle Creek Avenue Prior Lake, MN 55372 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. Park Support Fee SAC # # Planning Director Water Meter Size 5/8"; }"; City SAC and WAC # Water Tower Fee # I Builder's Deposit I Other I TOTAL DUE t~ e,".o4- FAX 6124474245 CITY OF PRIOR LAKE 14]001 CITY OF PRIOR LAKE HEATING/AIR CONDITIONINGIFIREPLACE PERMIT Date Rec'd :.bea;~~~/rnyn7""/"'''-:'' Ii !2 f 0 CflQ ( ()Y oYJ 2 J!-I/ t t. P""k Pile 1. CiIftII CiIJ I, V.11ow ""IICIIIl PERMIT NO. ZONING (oll\ce use, LEGAL DESCRlr lION (oftitc use oaly) LOT BLOCK ADDITION PID OWNER (Name) ... ,. YAVL ~1'2-. 3rP{,.O~e.~ ~\.... , - ~~~"1 ~1V~~~N~ \61 '- (Phone) Q~ Z 1 r.;>JV\ ~ (-z.,~ '2!Jer-~ I APPLICANT /1 / ' c~T (Name) m t2 LOr,t/$. LLL . (Ph"",,) 40 'S~~,Q-O/07 /0<( (Address)l~~;) ( -r;:Jv Ou f/yy;j) /!~ /f?L u cP ~)( Jh SS f'tt! (AddreSS) (Ci@ - (Zip Code)i (Contact Person) . '\7 VVl (u('(J/;0 . (phone) 9<Jn1€- APPLICANT SIGNATlJ~ A~~';LEASE COMPLETE ~::w f44~~- ONEW CONSTRUCTION 0 REPLACEMENT P TERA TrONS FURNACE MAKE AND MODEL FUEL FLUE SIZE RETIJRN OPENINGS INPUT OUTPUT TYPE OF SYSTEM HEATING OR POWER PLANT '. DWann Air Plants 0 Steam OGravity 0 Hot Water ZIMechanical 0 Radiation I JAir Conditioning 0 Special Devices OVent. System . 0 Other Devices ~ FIREPLACE MAKE AND MODEL As (kr PLAz.u (f?ro1,J(O<J ) DatEs '1vt!7f' 1N<z'w/J,;.- H~S' .>. FEE SCHEDULE I % or job cost Residential. Oas Fireplace $39.50 minimum $99.50 $64.50 I (Address) PLEASE NOTE: Air Conditioner Units Cannot Encroach into Required Side Yard Setbacks Industrial. Commerc:ial &. Multi-Family $)9.'0 Residential, Heating & NC (New ConSUUttion) Residential, Heating Only (New Construction) Residential. Additions .t Alterations Residential, AC Only $39.50 $39,50 Estimated Cost S f? (), ~ Building Pennit # " (Office Ule Only) HEATING PERMIT FEE ST A IE SURCHARGE TOTAL PERMIT FEE $ $ $ ~()O .50 ~OO, 5fP This AppJic.tion Becomes Your Building Permit When Approved Paid \ Rcc~ipt No. 1 By Bllildlnl Omcial Date Date :14 hour notice for all inspections (951) ....7-9850. IIX (951) 447....1..~ Date Rec'd CITY OF PRIOR LAKE PLUMBING PERMIT 8.2-3.04- ,q /;e w / () 4-, 0 PJ4-7 ; ~~ ~:~y I PERMIT NO'OA: oe7o 3 Yellow Applicant ,-" (Please type or print and sign. at bottom) ADDRESS /1J76<:) -/"j;)rR~ VILl-ItIf,S 1'11t/e.,I<ET ZONING (office use) ~4-- LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PIDZ5: 9oz. OV,() OWNER // ./ ....L-- (Name):Y;~~ ~"i',tel ( (Address) (Phone) APPLICANT/ A ~ ...l . (Name) ~J:::EZ-4;VO /11€~/C4-L .JKc (PhOne\~:t)4 a.~ S;;L 70 (Address) ~~D ~\r t..f..t ~(" ~~ ~ S-CI h ~ S~~ (It::> (Address) , (City) (Zip Code) (Contact Person) J-l~ ~ __ (Phone(6l::::t \ :I 22~<..{ t.e c) APPLICANTSIGNATL~ /.~ ,I .--2 ~AT; /J/~~ ./ ~,.,.,~:'"' APPLICANT PLEASE COMPLETE BELOW Quantity I Type of Fixture Quantity I Type of Fixture I Bath Tub with or without shower I Rough-ins I Dishwasher I Water Heater I Floor Drain I Water Softner I Lavatory (Bathroom Sink) I Stand Pipe (Washing Machine) I Laundry Tray (lor 2 compartment sink Sewage Ejector I Shower Stall Backflow Assembly I Sinks I Backflow Assembly Test I Bar Sink I Lawn Sprinkler I Water Closet (Toilet) I 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 ~ Estimated Cost $ c:r,~()::)a .- Building Permit # tJ4-. 0 e 7 t) PLUMBING PERMIT FEE $ STATE SURCHARGE $ TOTAL PERMIT FEE $ QlO 00 .50 q ]0,:;'-0 (Office lJse Only) Th;, A~<aYorl6. 11>m~ur Building per~it w,:n Approved I ftvlh IJ!v~ ~- U -tJLI , 'Buildingl()fficial Date ' Paid/) ;;r c::-'. ' 'u l-f -7 j. tj Dater')'"')'. J ( 7') " ?U-L Receipt NoZI',? LI5 /1' B)C-- Cl 1-- 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 16200 Eagle Creek Ave., S.E., Prior Lake, MN 55372-1714 .~~ ~{ White - Building Canary - Engineering Pink - Planning lhe Ct"nlt'r of the I.akt Count~ BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED AN/(6NY' B(JII-06Je..S, lA/e. , . 8.2.04 The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: /(P 7fRO TOJeONi 0 AVE. Accepted Accepted With Corrections v Denied Reviewed By: IC f) I..J- Date: ~ ;; e 1, 4 I / Comments: /, SEPbVr-r6 P~{r> ~ ;)VA-c., PLU-I1B; SPAlNK, AP. 2. IG iG-HtE,v f PLVI{R./NG /'::>~.s TD 1111/' De-tp,. <5''':' ~t..n4 3. S"~L.I'C p..JtZ./-tL-- 4o,t)( r,c!.lN5 AND 1fL-~nC)N.s ~/II S:E-r6t2Ar6 P~M(/~J 4. /NSr-ALl- 17J0E=- ~r-. l.~ Ae:> x. "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." White - Building Canary - Engineering Pink - Planning -- Thf' Cf'nlt'r of Ihf' I.akfo ('ounlr) BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED ;/-1 / y I L /I . . ,i--' . L~. l-/! .' / / \,,,-' / L_ The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: / (. j ; i~) {-=- Accepted x Accepted With Corrections 1 Denied Reviewed BY:~ 'v"f'\. ~ Date: ~ / '7 I ot.t . Comments: "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." . i w tt.,~;S- ~ S DLA. .I'j t{..; 'PYt<;t-r, J,k G., 7 I I j (N,(> ~- E - ~:) (1. ? I I. _ r I t:!I/'J D It ..... ,I I ! i i I J i 'I' 1,1 i! r i i i 11' Ii 111 ~ .1 /',"-'>........"':'" I"...... ~ .t,ll bEr-c(.!i.f'Jo. 0,'-..1 I"W "'-v,, 'I A ~1111:> i)..""c- C..~1"t - ~ l~ (1'2... F'-' /L U rt - \ I 2- le~: i ~ 4 I i ~;Ub I I ~\ t-+ ~ , Irr(L ~I tift'" ~ I I It..! I I I I I I I I ! i I I I I I I I I '\... I I i I i i I I , i I II I!, I I I ' I I I _ 8!3)4 i{) Ii '1 ~-"'J e'"t:.~ FVI/Lu I", t=L~ /'Uz.. H~z ~<.uul G-\- C...'oM f) [2: ?/L~': ~~. ~w ~ ",,- i<...,,,,--.L- f c.Ps e;N ~ 6\.~'b". i 2.. OC)c> C. F/~ ') 5'/~ /4~~ 'I~ oi10 ? M. u . f,X'~ e:: f" 4 I 5' ~ ~ ,) (b~ f>( fJ~~ ? N6:D ~ ~~- e(:.- R/tM 1'1/,77"$ 4- ~ /Y1N;4- (II:/;/?- ~/lf/Of .9 <.,.,. II II ! , ~-.: 1 i jl ji j! : ' : ;i iil Iii :;;CA.~ Vv' &- all-t~ Ii! ! i ,;: V Am.~ ~tf rv i: ! i i i ;:=; (/5- Jttr- "'-/-5. L.. P. I J~~, I!""Aru-p. t::>N '7 e-~'t:.t: A- ~ r072- g~ ;-/~ ~ f;~ ove...- C-t-r~ .:-<.-c ~ A- ~/~r ii : : ~ "'V~ ~~..,- ~ <A.-LJ(J'- ~""'( G:S c:::9(C 7#4-r 17y.S'"- ~ ~s;es ~ .. j iii' . /~ .~ .J\ 1 ..-- "- jil /VI ~-'l/""l v-_ " I i: : ill 1.1 ! ! It"- ' 71-0'- v~ d.. . , i! !; , ' lj i ,I j Ii ! I , t{1^/61 ii Il! I' ! :) ! . I i:;;>';'~ {. "'J"'7, c./tr;d\J [3'.,?, ruvL ~~- ~ ~rrr- ~ Ii I' I! ! ! it !: II II Ii Ii Ii Ii /fL-r m,LtV' ~COf2-s ~ 7d (~ G..~~ I C~0&bricW ~ 5'~ /1fJA1-n~;&SfC . i ! I .. . ,~~~~~ ~1~ - l~~ 't5AG-<.+- ..j ! Q.J f0=t?<.J'~ \ <> Sri; M. \1 Co .....:pLh'N!:'PS N"-'"'Ie ..(:;?,_ ~ '" i Fe>tz. AN U~re-- ( ,A..> n"h5- ~ ~c~ 6r~ ~tF 0- oPt<- _ Pf./16~,<.- p~ #l~ T7vYl~ tL:or-o..... /~ - t. ~ir Z. Pl4uw cS ::::> <---l-r--r ~~. AstL ~ j) (~(A../~ ~ ~ to..u G~ ~-4-r ~ p~ 72> t-0-7.- 8vtA4c:m- ihz-.y ~ ;:2rrAt':e. ~L-fi>(s> Cx;c.r ~~.,. /tIJ"l&NISdA-r~' S~. cUA4'2Gu'r-~ ~. (J;4f;cPSS ~f~-i~ Jut1~ ~ C" ~ ~ (j/~c&L,? ;4t~y f11~ Fr"Wft~ ~(~~~ \ A ~ ~ !,: If) t ~ 11:. : V (i..-v~ ~~I ~1;;~1 S/~ 1 > b rJpi 11... i C6V> If Q..evl ~ i" i ; : (i L-J>'V"\. ~ '( ~ IV. ~ b'tt-:. ~i:> lL~l...NJ'M- ':;:.1'\ Of!- V~> 0'>,4\ lV" J i: ~ST ~C VVI/v ~~T Pi-A/US .j rtvA16 t ( l {) If lY"', VII i ? L- ...; .lit\.::) j /--v I I'-k '-" ~<-- f ~"V'\ i $ , i ~ ~AN S A-/ktI-. i.., ,i{!j.:.(i 8;bk t:::-'1" l t"": ~ \2rc., . r/2....rr. ,,",-4... a..5 ~ i! Ii Ill.', ~l fi 1., Hu (j~. (2.~ II. I! I j " \ j l \.' Ii (0 II i: S~ F bI2.. Uw, \.0 ~~. e;~~(~- St.{~ k ?C4'Vr i~:;5-- (J~c~ ~1)<. -I D-X.T WD{'<-\L?' I / ? t1 'f /}1A-/~6 v/, ArlL rJt?- !54fL.O?j I~" / f>tfv sPt:..Gtj P L ~ NDr Jl.I-L.or."""'eo t-~II/~ !--t- S,Yf-...-., IAI D<-~/' Ikr' ,S;~os- f;,~ AI,! ~I S'ff2-JG E/lIb. To 1/6:<-;~1 /V6'~ E-t:;:v;,P'~. ~s C9,\/ J! ,- ~ ! i I c:- ~:5 77 ~ _.J T1-Zf,/ c:- ! II ll! II il to' , p~-rrl6""Fqj" (0" T.::> i>rl'Y\ ~ i.)..:;>~ ~._~ /-7 _~-P ..,-----r W--.- (~..J..-i;1l-~7 t:-;c/ .Jo r /"-ve::, t;;4?, ~ oF H~ M.:r~ ~c::.. ~ D f2-5'5 ~ ~ ('"~ \<.. t~.W -.. ~~, _~. . La!.. .t., ~ ~ - " . ~.. ~.~ l - i7L\ "L.' - '?- \-.r-~ "'-~. ' , TA'-\c.6t.) ,\0 Kc...JL. I Ii , I I: ~~, AN~~ l~~~L~-i~+ t8'~ MVTL D~'0"~0< ""~;:r;"'~S- "~o",;oom~~~~8- 182-3 MINNESOTA VALLEY TESTING LABORATORIES, INC. 1126 N Front St - New LUn. 1vlN 56073 - 800-782-3557 - Fax 507-359-2890 1411 S 12th St. - Bismarck, ND 58502 - 800-279.6885 - Fax 701-258-9724 35 W Lincoln Way - Nevada, lA 50201 - 800-362-0855 - Fax 515-382-3885 MEMBER ACIL ~\~': MVTL guaranlees l.he:u;:curacy cftheaml)"fii" lions an the ~e ~u.bmlum for testing. Iti, ootpossihle for MVTLto guar1%lteeU:aLa t.estrnull.obtainel1ona~ !oilmplewiJ. be the sameoniIl'f other ;ampl~unl..es5 all conditions aff~gthe sampLearefhe same.. il:l.e.luding sampling by MVTL. As-amutuaJ. protection t.o cJie:cts. the pu.blicarlll OURd.veI. ~r~ arerubn'li11bt-u l.I:l.econfuimtialprnpl!rty ofclimts. iWldau.t!:larOltlon for publicatJ.on of ;tatem~. cotlcll,ui0'l15 or extnct; trom o:rr~ C\It r~ort~ is re=eNed pcndmi our wnuenappnl"nl AN EQUAL OPPORTUNITY EMPLOYER Report Date: 8 Dee 2004 RUSS COMMERCIAL CONSTRUCTION PARTNERS 322 MARIE AVE W W ST PAUL MN 55118 Lab Number: 04-A42329 Work Order #: 16771 Account #: 021014 Date Received: 6 Dec 2004 Date Sampled: 6 Dec 2004 Time Sampled: 13:40 Samplers Name: MVTL w.L Temperature at Receipt: 6 C Sample Description: VILLAGE MARKET WATER Project Name: VILLAGE MARKET Site Address of Well: 16760 TORONTO AVE PRIOR LAKE Analyte Results MCL RAt. Coliform Bacteria Less Than 1 CFU/100 mL Less than 1 NA MCL is defined as the Maximum Contaminant Level allowed by the Safe Drinking Water Act. RAt. is the RecOJIIIllended Al.lowable Limit. !'or further information, contact your state or local health department or call the EPA Safe Drinking Water Hotline 1-800-426-4791. MINNESOTA LAB # 027-015-125 WISCONSIN LAB ID # 999447680 Approved by: ~ P l ~" Michael K. Grob, Laboratory Manaqer 12/8/2004 3:28 PH FROM: 354-8515 MVTL r-IVTL TO: 1-651.450-5>557 PAGE: 002 OF 002 MVTL MINNESOTA VALLEY TESTING LABORATORIES, INC. 1126 N. Front St. - New Ulrn. lvlN 56073 - 800-782.3557 - Fax 507-359.2890 1411 S 12th St - Bismarck, ND 58502 - 800-279.6885 - Fax 701-258-9724 35 W Lincoln Way - Nevada, IA 50201 - 800-362-0855 - Fax 515-382.3885 MEMBER ACIL MVTL guarant.ee6 Lb.e accUlacy of Uu: anaJ.'fSLii be on the sample iubmlum far testlng. It is not pos~b.le for MVTL to guaramee um a test ~u1l oblainm on a p:lt"ticuIar 5aInple wi.lI.. be the same on <Ilrf clh~ >ampl!:' unl.e'l~ all conditiOng :.ff!!ctJng the s:vnple atl'_ the same. including samphng lly MVTL As a mutual pmter;tion to dents;. the pu.lllic and. aundves. all reportS are st1brIuU.eJi a& the confidential rmPl!fty of cli!!n\.!. ;KId au1bori:z:ltion fotpvblicatwn oJ! ~ent;. concluru1t1s 01' e:lnct.:; from (J! regardUlg our report. is re:lervedpO'Ubng our wnttenapprOTil AN EQUAL OPPORTUNITY EMPLOYER Report Date: 8 Dee 2004 RUSS COMMERCIAL CONSTRUCTION P~RS 322 MARIE AVE W W ST PAUL MN 55118 Lab Number: 04-A42330 Work Order #: 16771 Account #: 021014 Date Received: 6 Dec 2004 Date Sampled: 6 Dee 2004 Time Sampled: 13:40 Samplers Name: MVTL WL Temperature at Receipt: 6 C Sample Description: COMMENCE WATER Project Name: VILLAGE MARKET Site Address of Well: 16760 TORONTO AVE PRIOR LAKE Analyte Results MCL RAL Coliform Bacteria Less Than 1 CFU!lOO mL Less than 1 NA MCL is defined as the Maximum Contaminant Level allowed by the Safe Drinkinq Water Act. RAL is the Recommended Allowable Limit. For further information, contact your state or local health department or call the BFA Safe Drinkinq Water Hotline 1-800-426-4791. ~~.u.~SOTA LAB # 027-015-125 WISCONSIN LAB ID # 999447680 Approved by: 'f' P Ie ~" Michael K. Grob, Laboratory Manaqer MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health REPORT ON PLANS Plans and specifications on plumbing: Village Market, 16760 Toronto Avenue, Prior Lake, Scott County, Minnesota, Plan No. 050258 OWNERSHIP: Vll-Mar, Inc., 16760 Toronto Avenue SE, Prior Lake, Minnesota 55372 SUBMlTTCR(S): Kenneth S. Kendle, P.E., 1900 Oakcrest Avenue, Suite 1, Roseville, Minnesota 55113-2618 Plans Dated: July 20, 2004 Date Received: July 20, 2004 Date Reviewed: July 29,2004 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 IlRlst 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. INSPECTIONS: All plumbing installations IlRlst be tested and inspected in accordance with the requirc-uJlVuts 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 IlRlst 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 contractor/installer to notify the Minnesota Department of Health 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 the metro office inspection hotline at 1-800-926- 6216 (7:30 a.m to 9 a.m), or 651/215-0836 (8 a.m to 9 a.m) on Monday, Wednesday or Friday. REQUIREMENT(S): 1. A sewage ejector may serve only those fixtures which cannot discharge to the drainage system by gravity (see Minnesota Rules, part 4715.2430 and part 4715.1160, subpart 1). All fixtures on the main level which can discharge to the sanitary sewer by gravity IlRlst do so. 2. If any of the new fixtures IlRlst discharge to the existing sewage ejector, verify that the existing pumps are sized based on the manufacturer's reconnnendation to accvulli.odate all fixtures served. The gravity branch receiving the pumped discharge IlRlst be sized based on one drainage fixture units for each gallon per minute of pumped discharge (see Minnesota Rules, part 4715.2300). 3. A common vent may serve a maximum oftwo fixture traps (see Minnesota Rules, part 4715.2580). If a three-compartment sink. is provided with three traps, a miniIlRlm of two vents and vertical waste pipes IlRlst be provided. Village Market Plumbing Plan No. 050258 Page 3 July 29,2004 Approved: ~ /z/? ~;y</ ~~~~--/ - Bradley C. Erickson Public Health Engineer Environmental Health Services Section P.O. Box 64975 St. Paul, Minnesota 55164-0975 651/215-0853 BCE:lss Enclosure cc: Kenneth S. Kendle, P.E. Vtl-Mar, Inc. ./ Mr. Robert Hutchins, Plumbing Inspector V' EHS File 16200 Eagle Creek Avenue S.E. Prior Lake, MN 55372-1714 August 18, 2004 .~ \// Mr. Bobby Ankeny Ankeny Builders Inc. PO Box 187 Blue Earth, MN 56013 RE: Village Market tenant finish Dear Mr. Ankeny, Following are the results of the plan review for the Village Market tenant finish. Our review was based on the 2003 Minnesota State Building Code (MSBC) which adopted with amendments the 2000 International Building Code (rnC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2003 Minnesota State Fire Code (MSFC) which adopted with amendments the 2000 International Fire Code (IFC). 1. Submit signed sprinkler plans, also submit fire/smoke alarm, emergency lighting/exit signs plans. May be submitted at a later date. Permits are required for HV AC, plumbing, and sprinkler work. 2. In-rack sprinklers, early suppression fast response sprinklers or an other approved system that meets the National Fire Protection Association (NFP A) section 231 c is required for all storage areas where the top of the pile storage is over 12 feet above the floor or grade. If In-rack sprinklers not provided, supply permanent delineation for top of storage that are on racks, typically 18" below sprinkler deflector. NFPA 13,4-6.6. 3. Provide fire extinguishers minimum 2AI0BC rated, within 75 feet travel distance of all areas. IFC 906. 4. Address mc sections 711 penetrations of plumbing pipes, sprinkler pipes, flues, heating pipes ventilation, exhaust pipes, electrical and communication wires and 712 fire-resistant joint systems. 5. Provided, a HDCP accessible horizontal counter space of 36" with a maximum height of 36" above the finished floor is required for a sales counter. MSBC 1341.0720 Subpart 1. www.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4245 6. Provide an exterior door to fire suppression equipment room. Mark door with 3" high letters on outside of door to read: "Fire Suppression Riser Location". IFC 510. 7. Install Fire Department lock box by Sprinkler Riser equipment room. IFe 506. An application is received at time of building permit. 8. Submit plumbing and kitchen plans to the State of Minnesota for review. MSBC 4715.3130. 9. Detail 21M3: provide one hour rated access panel in shaft for access to duct access panel. If there are questions call at 952-447-9851. --- ~ Building Official cc. Mr. Dave Chromy, Vilmar Inc. Mr. Paul Anderson, WCL Associates Inc. ~ September 17, 2004 f~ ~: \~, D ~~ IV: SEP 2 2 2004 j \\ J Mr. Bob Hutchins City of Prior lake 16200 Eagle Creek Avenue Prior lake, MN 55372 Re: Village Market South lake Village -1\,1 r. !-J.utGAin €, We have been informed by Ankeny Builders that they omitted the deep leg track on the metal stud walls in the office/conference room area. After reviewing the situation, I find the situation acceptable at this time. Thank you. tJ} David Clark, AlA WCl Associates, Inc. (G:\2004\20 _mds\02_priorlake\lelters\L_917bh ,wpd) r'~" ~I":' WCL ASSOCIATES, INC. Architecture Interiors ~..j~ ~t~ 1433 Utica Avenue South Minneapolis, MN 55416 Fox (952) 5419554 Phone (952) 5419969 VILLAGE MARKET VILMAR INC Drawing Date: 8/ 4/04 10:27 HYDRAULIC DESIGN INFORMATION SHEET Job Name: VILLAGE MARKET VILMAR INC Location: 16760 TORONTO AVE PRIOR LAKE MN Drawing Date: Contractor: SENTRY FIRE PROTECTION 4439 HWY 12 SW PO BOX 69 WAVERLY MN 55390 Remote Area Number: 1 Telephone:763 658 4483 Designer: Calculated JW By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 construction: Reviewing Authorities: Occupancy: SYSTEM DESIGN Code: Hazard: System Type:WET Area of Sprinkler Operation Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 900 0.200 120 o 250 sq ftl I sq ftl gpm I gpm I Sprinkler or Nozzle Make: Model: TY-FRB K-Factor: 5.60 Temperature Rating: 155 CALCULATION SUMMARY gpm Required: 481.4 9 Flowing Outlets psi Required: 61.6 @ Source WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 7-30-04 72.0 psi 64.0 psi 1220 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: o gpm 0.0 psi o Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow o gpm Location: AT SITE Source of Information: TEST BY CITY AND SENTRY SYSTEM VOLUME 2899 Gallons Notes: tqcCl / Fire & Building / Products -- Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 ~ [ENTRAL Customer Service/Sales: Tel: (215) 362-0700/ (800) 523-6512 Fax: (215) 362-5385 Series TY.FR8 - 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright and Pendent Sprinklers described in this data sheel are quick response - standard cover- age, decorative 3 mm glass bulb type spray sprinklers designed for use in light or ordinary hazard, commercial occupancies such as banks, hotels, shopping malls, etc, The recessed version of the Series TY-FRB Pendent Sprinkler, where ap- plicable, is intended for use in areas with a finished ceiling. It uses either a two-piece Style 10 (1/2 inch NPT) or Style 40 (3/4 inch NPT) Recessed Es- cutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position, or a two-piece Style 20 (1/2 inch NPT) or Style 30 (3/4 inch NPT) Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjust- menl or up to 1/2 inch (12,7 mm) of total adjustment from the flush pen- dent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- lained when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of Ihe appli- cable approval agencies, Ihe testing is not represenlative of all possible cor. ~osive atmospheres. Consequenlly, it IS recommended that the end user be consulled with respect to the suitability of these coatings for any given corro- sive environment. The effects of ambi- ent temperature, concentration of chemicals, and gaslchemical velocity, should be considered, as a minimum, along with the corrosive nature of the Page 1 of 8 chemical to which the sprinklers will be exposed. An intermediate level versions of the Series TY-FRB Pendent Sprinklers are detailed in Technical Data Sheet TFP356, and Sprinkler Guards are de- tailed in Technical Data Sheet TFP780 WARNINGS The Series TY-FRB Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction, Failure to do so may impair the integrity of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition, The installing contractor or sprinkler manufacturer should be contacted relative to any questions, MOdel/Sprinkler Identification Numbers TY1131 - TY1231 - TY2131 - TY2231 - TY3131 - TY3231 - TY4131 - TY4231 . Upright 2.8K, 1/2"NPT Pendent 2.8K, 1/2"NPT Upright 4.2K,1/2"NPT Pendent 4.2K, 1/2"NPT Upright 5.6K, 1/2"NPT Pendent 5.6K, 1/2"NPT Upright 8.0K,3/4"NPT Pendent 8.0K, 3/4"NPT Technical Data Approvals UL and CaUL Listed. FM, LPCB, and NYC Approved, (Refer to Table A for complete approval information including corrosion resis- tant status.) APRIL, 2003 II "';;;'~h" .. .. ~~~t''\~'.'.Jt.a..~.':;:' .'..... .. I ':~ ~.,',.. ,", _~'~."'"\.. !J.;.~. 'J ,'i V.'...i _4,-;, . I : I . I t, ) II......... ,,). (- f.-' . :,u~'~~iS. '. .~~.,:,;~:'.iv... Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K = 2.8 GPM/psP/2 (40,3 LPM/bar112) K = 4,2 GPM/psi1/2 (60,5 LPMlbar112) K = 5.6 GPM/psi"2 (80,6 LPMlbar1l2) K = 8.0 GPM/pSP/2 (115,2 LPM/bar1/2) Temperature Ratings Refer to Table A and B Finishes Sprinkler: Refer to Table A and B Recessed Esculcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ............ Bronze Button '..,.... Brass/Copper Sealing Assembly . . , . . . . . . . . . . . . . Beryllium Nickel w/Teflont Bulb .........,.... Glass Compression Screw , , . . . Bronze Deflector . . . . . , . Copper/Bronze Bushing (K=2.8) . , . . . . . Bronze TFP171 ~ C1I E Q) "0 l'!! I- ~ CI> u; '0 Q) a: C o Cl. ::J o +- CONTRACT NAME AND NUMBER SO", -n.>. I... A, ,<-,,_ V., L I.../l,- \ "fi" (, (" ? (" 0 1.:1:>"'1',u 1 Av I ~) 150 .III I ~ I I I 1 I ~ '- I I "0 HI I ,.. I I 1 ;0 I' 1 - 11 I j"O LI - II I) 0 I I I I J 00 lJ I n I I 90 '11 I I ; tH I ~~80 III I ) 70 I I I ; 60 I I I : II I I "0 II I I ~ ttt-H 40 11 I I 30 I I I t' I I 20 ! I I I I , 10 I I , - FI _ .. I I I I I I f SUM~' T I I I 1_, I I I 17 -3d-ol( 1(/7_ ~ jf-o fM' I ! I I I I - / I I ~ _, i- 7L 1 I ~~5 f-'-f I ~LO(..( n:.... J i Z- z.o I./~ r"'--\ I I I I I I - I I I I I I I I I I I I I I I I I I I I I I I I I ( z...-l oV1i fv1e..1 I I I I I - - I I I I I r;;. Iv P<:>I. I I I I I I I /' I / I ! ! / I , I I f I ~t---.J. I I I -1 I AI. a..,.,; it>( D r&i\ P.lU 0 G c... \y \) , ~ "r-- I A-H...:J ~ ~g" ( f;fl\.ot e Cv; C- (J:> .... I " 1-\.0 ~., #z.. ~Ei .I~i-';O e.e.. n,., A.I~, I " ~ ~:s- (A' (\-'l @5 ~,.) I ~.r I ~~:~~ ~ 3 \J fi.i'\. .c..,uP v.;, C IT ~' M ~,IU) I ~~ .? ~t'- e. 0,6 l ~.I: I I I I I I I I I - I I I I I L I I 1 I I I I I I I I I I , TEST SHEET o 0 50 100 . 150 100 200 300 200 400 600 400 800 1200 200 400 100 1600 . . NIM 350 400 450 500 550 ~...I_ A 700 800 900 1000 II 00 Sc:a1c 8 1400 1600 1800 2000 22Q9 $ca1e r. , 2100 3200 3600 4000 440U ~c D 250 SOO 1000 2000 300" I 600 1200 2400 Flow - GPM (Cucic scaic uscG.) C 1t.96 N.tlo.... Fin SpriDklcr AslOdatiOD, P.O. 1000, Patteno., NY 12563 B-2 VILLAGE MARKET VILMAR INC Drawing Date: 8/ 4/04 10:27 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 231 61. 0 psi 1 Pipe 6" 10x21 Allied 10' 120 6.357 231 0.0 1 6" Grvd Check Valve CSC "590FR" 32' 120 6.065 231 0.1 1 6" Grvd Tee 30' 120 6.065 231 0.1 1 6" Grvd Butterfly Valve CSC "570" CHART LOSS 231 0.0 1 Pipe 6" DIx18 Allied 200' 140 6.033 231 0.4 Fixed Flow Flow Loss 250 gpm Hydr Ref R1 Required at Source 481 61.6 psi Water Source 72.0 psi static, 64.0 psi residual @ 1220 gpm 481 gpm 70.6 psi ------- ------- SAFETY PRESSURE 9.0 psi Available Pressure of 70.6 psi Exceeds Required Pressure of 61.6 psi This is a safety margin of 9.0 psi or 13 % of Supply Maximum Water Velocity is 19.7 fps VILLAGE MARKET VILMAR INC Drawing Date: HYD REF K FACTOR SIZE ID C TYPE # FITS pt Pf pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: 8/ 4/04 10:27 LEGEND Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/p Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pressure due to change in elevation where pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Normal pressure (psi) where pn = pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths VILLAGE MARKET VILMAR INC Drawing Date: 8/ 4/04 10:27 REMOTE AREA # 1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV 10 T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 11 TO W (PRIMARY PATH) HEAD 11 24.0 1" 0 0 12'0" 8.1 fps 18.3 18.3 -16" 0.20 gpm/sq ft 1.104" 0 0 0" 0.142 1.7 -0.1 16" K= 5.60 24.0 120 XL 0 12'0" 0" 0.0 18.4 24" HEAD 9 24.8 1-1/4" 0 0 5'1" 9.5 fps 20.0 20.0 -16" 0.21 gpm/sq ft 1.452" 0 0 0" 0.139 0.7 0.4 16" K= 5.60 48.8 120 XL 0 5'1" 0" 0.0 19.6 60" REF 51 1-1/2" 0 0 3'3" 7.1 fps 20.7 1.687" 1 0 8'0" 0.067 0.8 48.8 120 XL 0 11'3" 0" 0.0 REF 50 25.3 1-1/2" 0 0 10'0" 10.7 fps 21.4 PATH 3 1. 687" 0 0 0" 0.145 1.5 K= 5.47 74.1 120 XL 0 10'0" 0" 0.0 REF 49 25.5 1-1/2" 0 0 4'8" 14.4 fps 22.9 PATH 4 1.687" 1 0 8'0" 0.251 3.2 K= 5.34 99.6 120 XL 0 12'8" 0" 0.0 REF 47 76.1 2" 0 0 1'8" 14.9 fps 26.1 PATH 2 2.203" 0 0 0" 0.196 0.3 K= 14. 91 175.8 120 DF 0 1'8" 0" 0.0 REF 46 55.6 2" 0 0 80'4" 19.7 fps 26.4 PATH 6 AND 7 2.203" 1 0 10'0" 0.325 29.4 K= 10.83 231.4 120 DF 0 90'4" 0" 0.0 REF B1 4" 0 0 13'9" 5.9 fps 55.8 4.026" 0 0 0" 0.017 0.2 231. 4 120 40 0 13'9" 0" 0.0 REF B2 4" 0 2 2'10" 5.1 fps 56.0 4.310" 1 0 28'0" 0.012 0.4 231.4 120 DF 0 30'10" 7" 0.3 CONTINUED 56.7 psi VILLAGE MARKET VILMAR INC Drawing Date: 8/ 4/04 10:27 REMOTE AREA # 1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY pt pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION pe pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 11 TO W (PRIMARY PATH) CONTINUED REF B3 6" 3 0 39'1" 2.4 fps 56.7 6.357" 0 0 42'0" 0.002 0.2 231. 4 120 DF 0 81'1" 9'5" 4.1 REF C1 8" 1 0 3" 1.5 fps 60.9 8.072" 0 0 23'11" 0.000 0.0 231.4 140 DI 0 24'2" 3" 0.1 - REF A9 8" 1 0 1'0" 1.5 fps 61.0 8.072" 0 0 18'7" 0.000 0.0 231.4 140 DI 0 19'7" 0" 0.0 REF W 231.4 gpm PATH 1 K= 29.62 61.0 psi PATH 2 FROM HYDRAULIC REFERENCE 7 TO 47 HEAD 7 24.7 1" 0 0 12'1" 8.3 fps 19.3 19.3 -16" 0.22 gpm/sq ft 1.104 " 0 0 0" 0.149 1.8 -0.1 16" K= 5.60 24.7 120 XL 0 12'1" 0" 0.0 19.4 24" HEAD 4 25.5 1-1/4" 0 0 6'5" 9.8 fps 21.1 21.1 -16 " 0.22 gpm/sq ft 1. 452" 1 0 6'0" 0.146 1.8 0.4 16" K= 5.60 50.1 120 XL 0 12'5" 0" 0.0 20.7 60" REF 48 26.0 1-1/2" 0 1 10'7" 11.0 fps 22.9 PATH 5 1. 687" 1 0 10'0" 0.153 3.1 K= 5.43 76.1 120 XL 0 20'7" 0" 0.0 REF 47 76.1 gpm PATH 2 K= 14.91 26.1 psi PATH 3 FROM HYDRAULIC REFERENCE 6 TO 50 HEAD 6 25.3 1" 0 0 1'8" 8.6 fps 20.4 20.4 -16" 0.21 gpm/sq ft 1.104 " 1 0 5'0" 0.157 1.0 -0.1 16" K= 5.60 25.3 120 XL 0 6'8" 0" 0.0 20.4 24" REF 50 25.3 gpm PATH 3 K= 5.47 21.4 psi VILLAGE MARKET VILMAR INC Drawing Date: 8/ 4/04 10:27 REMOTE AREA # 1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY pt pt pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 5 TO 49 HEAD 5 25.5 1" 0 0 8'4" 8.6 fps 20.8 20.8 -16" 0.21 gpm/sq ft 1.104" 1 0 5'0" 0.160 2.1 -0.0 16" K= 5.60 25.5 120 XL 0 13'4" 0" 0.0 20.8 24 " REF 49 25.5 gpm PATH 4 K= 5.34 22.9 psi PATH 5 FROM HYDRAULIC REFERENCE 1 TO 48 HEAD 1 26.0 1" 0 0 3'7" 8.8 fps 21.5 21.5 -16" 0.23 gpm/sq ft 1.104" 1 0 5'0" 0.165 1.4 -0.0 16" K= 5.60 26.0 120 XL 0 8'7" 0" 0.0 21.5 24" REF 48 26.0 gpm PATH 5 K= 5.43 22.9 psi PATH 6 FROM HYDRAULIC REFERENCE 2 TO 46 HEAD 2 27.7 1" 0 0 5'4" 9.4 fps 24.5 24.5 -16" 0.23 gpm/sq ft 1.104 " 1 0 5'0" 0.185 1.9 0.0 16" K= 5.60 27.7 120 XL 0 10'4" 0" 0.0 24.4 24" REF 46 27.7 gpm PATH 6 K= 5.39 26.4 psi PATH 7 FROM HYDRAULIC REFERENCE 3 TO 46 HEAD 3 27.9 1" 0 0 2'8" 9.5 fps 24.9 24.9 -16" 0.23 9pm/sq ft 1.104" 1 0 5'0" 0.188 1.4 0.0 16" K= 5.60 27.9 120 XL 0 7'8" 0" 0.0 24.9 24" REF 46 27.9 gpm PATH 7 K= 5.44 26.4 psi VILLAGE MARKET VILMAR INC Drawing Date: 8/ 4/04 10:28 HYDRAULIC DESIGN INFORMATION SHEET Job Name: VILLAGE MARKET VILMAR INC Location: 16760 TORONTO AVE PRIOR LAKE MN Drawing Date: Contractor: SENTRY FIRE PROTECTION 4439 HWY 12 SW PO BOX 69 WAVERLY MN 55390 Remote Area Number: 2 Te1ephone:763 658 4483 Designer: Calculated JW By: SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Reviewing Authorities: Occupancy: SYSTEM DESIGN Code: Hazard: System Type:WET Area of Sprinkler operation Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 900 0.200 113 o 250 sq ftl I sq ft I gpm I gpm I Sprinkler or Nozzle Make: Model: TY-FRB K-Factor: 5.60 Temperature Rating: 155 CALCULATION SUMMARY gpm Required: 465.9 9 Flowing Outlets psi Required: 54.3 @ Source WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 7-30-04 72.0 psi 64.0 psi 1220 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: o gpm 0.0 psi o Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow o gpm Location: AT SITE Source of Information: TEST BY CITY AND SENTRY SYSTEM VOLUME 2899 Gallons Notes: VILLAGE MARKET VILMAR INC Drawing Date: 8/ 4/04 10:28 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 216 53.8 psi 1 Pipe 6" 10x21 Allied 10' 120 6.357 216 0.0 1 6" Grvd Check Valve CSC "590FR" 32' 120 6.065 216 0.1 1 6" Grvd Tee 30' 120 6.065 216 0.1 1 6" Grvd Butterfly Valve CSC "570" CHART LOSS 216 0.0 1 Pipe 6" DIx18 Allied 200' 140 6.033 216 0.3 Fixed Flow Flow Loss 250 gpm Hydr Ref R1 Required at Source 466 54.3 psi Water Source 72.0 psi static, 64.0 psi residual @ 1220 gpm 466 gpm 70.7 psi ------- ------- SAFETY PRESSURE 16.4 psi Available Pressure of 70.7 psi Exceeds Required Pressure of 54.3 psi This is a safety margin of 16.4 psi or 23 % of Supply Maximum Water Velocity is 18.3 fps 8/ 4/04 VILLAGE MARKET VILMAR INC Drawing Date: HYD REF K FACTOR SIZE ID C TYPE # FITS pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: 10:28 LEGEND Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpml = K x -\/p Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psil at fitting Friction loss (psil to fitting where Pf = 1 x 4.52 x (Q/ClA1.85 / IDA4.87 Pressure due to change in elevation where pe = 0.433 x change in elevation Velocity pressure (psil where Pv = 0.001123 x QA2/IDA4 Normal pressure (psil where pn = pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths VILLAGE MARKET VILMAR INC Drawing Date: 8/ 4/04 10:28 REMOTE AREA #2 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY pt pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 20 TO W (PRIMARY PATH) HEAD 20 20.6 1" 1 0 8'9" 7.0 fps 13.5 13 .5 0.20 gpm/sq ft 1. 104" 1 0 7'0" 0.107 1.7 0.0 K= 5.60 20.6 120 XL 0 15'9" 0" 0.0 13 .5 REF 44 21.8 1-1/2" 0 0 6'10" 5.9 fps 15.2 PATH 2 1.728" 0 0 0" 0.046 0.3 K= 5.60 42.4 120 DF 0 6'10" 0" 0.0 HEAD 22 22.1 1-1/2" 0 0 7'4" 8.9 fps 15.5 15.5 0.21 gpm/sq ft 1.728" 0 0 0" 0.100 0.7 0.0 K= 5.60 64.5 120 DF 0 7'4" 0" 0.0 15.5 HEAD 23 22.6 1-1/2" 0 0 3'5" 12.0 fps 16.3 16.3 0.22 gpm/sq ft 1.728" 1 0 8'0" 0.174 2.0 0.0 K= 5.60 87.1 120 DF 0 11'5" 0" 0.0 16.3 REF 43 23.1 2" 2 0 11'9" 9.4 fps 18.2 PATH 3 2.203" 0 0 10'0" 0.082 1.8 K= 5.42 110.2 120 DF 0 21'9" 1'0" 0.4 HEAD 25 25.3 2" 0 0 7'5" 11. 5 fps 20.5 20.5 0.22 gpm/sq ft 2.203" 0 0 0" 0.121 0.9 0.0 K= 5.60 135.6 120 DF 0 7'5" 0" 0.0 20.5 HEAD 26 25.9 2" 0 0 7'7" 13 .7 fps 21.4 21.4 0.23 gpm/sq ft 2.203" 1 0 10'0" 0.167 2.9 0.0 K= 5.60 161.5 120 DF 0 17'7" 0" 0.0 21.4 HEAD 27 27.6 2" 0 0 4'4" 16.1 fps 24.3 24.3 0.24 gpm/sq ft 2.203" 0 0 0" 0.224 1.0 0.0 K= 5.60 189.1 120 DF 0 4'4" 0" 0.0 24.3 REF 42 26.8 2" 0 2 59'2" 18.3 fps 25.3 PATH 4 2.203" 1 0 14'0" 0.286 20.9 K= 5.33 215.9 120 DF 0 73'2" 7" 0.3 CONTINUED 46.5 psi VILLAGE MARKET VILMAR INC Drawing Date: 8/ 4/04 10:28 REMOTE AREA # 2 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY pt pt pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 20 TO W (PRIMARY PATH) CONTINUED REF A3 3" 0 0 10'8" 9.5 fps 46.5 3.068" 0 0 0" 0.057 0.6 215.9 120 40 0 10'8" 0" 0.0 REF A4 3-1/2" 0 0 24'1" 7.1 fps 47.1 3.548" 0 0 0" 0.028 0.7 215.9 120 40 0 24'1" 0" 0.0 REF A5 4" 0 0 36'3" 5.5 fps 47.8 4.026" 0 0 0" 0.015 0.5 215.9 120 40 0 36'3" 0" 0.0 REF A6 5" 0 0 14'4" 3.5 fps 48.3 5.047" 1 0 25'0" 0.005 0.2 215.9 120 40 0 39'4" 0" 0.0 REF A7 8" 3 0 145'1" 1.4 fps 48.5 8.071" 0 0 54'0" 0.001 0.1 215.9 120 40 0 199'1" 11'1" 4.8 REF A8 8" 2 0 544'4" 1.4 fps 53.4 8.072" 1 0 94'S" 0.000 0.2 215.9 140 DI 0 638'9" 0" 0.0 REF C1 8" 1 0 3" 1.4 fps 53.7 8.072" 0 0 23'11" 0.000 0.0 215.9 140 DI 0 24'2" 3" 0.1 REF A9 8" 1 0 1'0" 1.4 fps 53.8 8.072" 0 0 18'7" 0.000 0.0 215.9 140 DI 0 19'7" 0" 0.0 REF W 215.9 gpm PATH 1 K= 29.44 53.8 psi VILLAGE MARKET VILMAR INC Drawing Date: 8/ 4/04 10:28 REMOTE AREA #2 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY pt pt pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 21 TO 44 HEAD 21 21. 8 1-1/2" 0 0 6" 3.0 fps 15.2 15.2 0.21 gpm/sq ft 1.728" 0 0 0" 0.013 0.0 0.0 K= 5.60 21.8 120 DF 0 6" 0" 0.0 15.2 REF 44 21.8 gpm PATH 2 K= 5.60 15.2 psi PATH 3 FROM HYDRAULIC REFERENCE 24 TO 43 HEAD 24 23.1 I" 0 0 3'11" 7.8 fps 17.1 17.1 0.22 gpm/sq ft 1.104" 1 0 5'0" 0.133 1.2 0.0 K= 5.60 23.1 120 XL 0 8'11" 0" 0.0 17.1 REF 43 23.1 gpm PATH 3 K= 5.42 18.2 psi PATH 4 FROM HYDRAULIC REFERENCE 28 TO 42 HEAD 28 26.8 I" 0 0 8'9" 9.1 fps 22.9 22.9 0.24 gpm/sq ft 1.104" 1 0 5'0" 0.174 2.4 0.0 K= 5.60 26.8 120 XL 0 13'9" 0" 0.0 22.9 REF 42 26.8 gpm PATH 4 K= 5.33 25.3 psi VILLAGE MARKET VILMAR INC Drawing Date: 8/ 4/04 10:27 HYDRAULIC DESIGN INFORMATION SHEET Job Name: VILLAGE MARKET VILMAR INC Location: 16760 TORONTO AVE PRIOR LAKE MN Drawing Date: Contractor: SENTRY FIRE PROTECTION 4439 HWY 12 SW PO BOX 69 WAVERLY MN 55390 Remote Area Number: 3 Te1ephone:763 658 4483 Designer: Calculated JW By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Reviewing Authorities: Occupancy: SYSTEM DESIGN Code: Hazard: System Type:WET Area of Sprinkler Operation Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 960 0.200 119 o 250 sq ftl I sq ft I gpm I gpm I Sprinkler or Nozzle Make: Model: TY-FRB K-Factor: 5.60 Temperature Rating: 155 CALCULATION SUMMARY gpm Required: 500.7 9 Flowing Outlets psi Required: 50.6 @ Source WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 7-30-04 72.0 psi 64.0 psi 1220 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: o gpm 0.0 psi o Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow o gpm Location: AT SITE Source of Information: TEST BY CITY AND SENTRY SYSTEM VOLUME 2899 Gallons Notes: VILLAGE MARKET VILMAR INC Drawing Date: B/ 4/04 10:27 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 251 49.9 psi 1 Pipe 6" 10x21 Allied 10' 120 6.357 251 0.0 1 6" Grvd Check Valve CSC "590FR" 32' 120 6.065 251 0.1 1 6" Grvd Tee 30' 120 6.065 251 0.1 1 6" Grvd Butterfly Valve CSC "570" CHART LOSS 251 0.0 1 Pipe 6" DIx1B Allied 200' 140 6.033 251 0.4 Fixed Flow Flow Loss 250 gpm Hydr Ref R1 Required at Source 501 50.6 psi Water Source 72.0 psi static, 64.0 psi residual @ 1220 gpm 501 gpm 70.5 psi ------- ------- SAFETY PRESSURE 19.9 psi Available Pressure of 70.5 psi Exceeds Required Pressure of 50.6 psi This is a safety margin of 19.9 psi or 2B % of Supply Maximum Water Velocity is 1B.3 fps 8/ 4/04 10:27 VILLAGE MARKET VILMAR INC Drawing Date: HYD REF K FACTOR SIZE ID C TYPE # FITS pt Pf pe Pv pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND Hydraulic reference. Refer to accompanying flow diagram. __ Flow factor for open head or path where Flow (gpm) = K x -\/p Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)A1.85 / IDA4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x QA2/IDA4 Normal pressure (psi) where pn = pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths VILLAGE MARKET VILMAR INC Drawing Date: 8/ 4/04 10:27 REMOTE AREA #3 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY pt pt pn ELEV 10 T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 30 TO W (PRIMARY PATH) HEAD 30 23.8 1" 0 0 9'0" 8.9 fps 18.9 18.9 10" 0.20 gpm/sq ft 1.049" 0 0 0" 0.180 1.6 0.8 10" K= 5.60 23.8 120 40 0 9'0" 0" 0.0 18.1 24" HEAD 31 24.6 1" 0 0 10'2" 18.2 fps 20.5 20.5 10" 0.21 gpm/sq ft 1. 049" 0 0 0" 0.668 6.8 1.2 10" K= 5.60 48.4 120 40 0 10'2" 0" 0.0 19.3 60" HEAD 32 28.4 1-1/4" 0 0 10'0" 16.7 fps 27.3 27.3 10" 0.24 gpm/sq ft 1.380" 0 0 0" 0.413 4.1 1.5 10" K= 5.60 76.9 120 40 0 10'0" 0" 0.0 25.8 60" HEAD 33 30.6 1-1/2" 0 0 20'1" 17.1 fps 31.4 31.4 10" 0.26 gpm/sq ft 1.610" 0 0 0" 0.362 7.3 1.7 10" K= 5.60 107.4 120 40 0 20'1" 0" 0.0 29.8 60" REF 40 2" 0 0 15'7" 10.4 fps 38.7 2.067" 1 0 10'0" 0.107 2.7 107.4 120 40 0 25'7" 0" 0.0 REF A1 2-1/2" 0 0 12'0" 7.3 fps 41.4 2.469" 0 0 0" 0.045 0.5 107.4 120 40 0 12'0" 0" 0.0 REF A2 108.2 3" 0 0 1'3" 9.4 fps 42.0 PATH 2 3.068" 0 0 0" 0.057 0.1 K= 16.69 215.6 120 40 0 1'3" 0" 0.0 REF A3 3" 0 0 10'8" 9.4 fps 42.1 3.068" 0 0 0" 0.057 0.6 215.6 120 40 0 10'8" 0" 0.0 REF A4 35.1 3-1/2" 0 0 24'1" 8.2 fps 42.7 PATH 3 3.548" 0 0 0" 0.037 0.9 K= 5.38 250.7 120 40 0 24'1" 0" 0.0 CONTINUED 43.6 psi VILLAGE MARKET VILMAR INC Drawing Date: 8/ 4/04 10:27 REMOTE AREA #3 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY pt pt pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION pe pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 30 TO W (PRIMARY PATH) CONTINUED REF A5 4" 0 0 36'3" 6.4 fps 43.6 4.026" 0 0 0" 0.020 0.7 250.7 120 40 0 36'3" 0" 0.0 REF A6 5" 0 0 14'4" 4.1 fps 44.3 5.047" 1 0 25'0" 0.007 0.3 250.7 120 40 0 39'4" 0" 0.0 REF A7 8" 3 0 145'1" 1.6 fps 44.5 8.071" 0 0 54'0" 0.001 0.1 250.7 120 40 0 199'1" 11'1" 4.8 REF A8 8" 2 0 544'4" 1.6 fps 49.5 8.072" 1 0 94'5" 0.001 0.3 250.7 140 DI 0 638'9" 0" 0.0 REF C1 8" 1 0 3" 1.6 fps 49.8 8.072" 0 0 23'11" 0.001 0.0 250.7 140 DI 0 24'2" 3" 0.1 REF A9 8" 1 0 1'0" 1.6 fps 49.9 8.072" 0 0 18'7" 0.001 0.0 250.7 140 DI 0 19'7" 0" 0.0 REF W 250.7 gpm PATH 1 K= 35.48 49.9 psi PATH 2 FROM HYDRAULIC REFERENCE 34 TO A2 HEAD 34 24.0 1" 0 0 9'0" 9.0 fps 19.1 19.1 10" 0.20 gpm/sq ft 1.049" 0 0 0" 0.182 1.6 0.8 10" K= 5.60 24.0 120 40 0 9'0" 0" 0.0 18.4 24" HEAD 35 24.8 1" 0 0 10'2" 18.3 fps 20.8 20.8 10" 0.21 gpm/sq ft 1.049" 0 0 0" 0.677 6.9 1.2 10" K= 5.60 48.8 120 40 0 10'2" 0" 0.0 19.5 60" CONTINUED 27.7 psi VILLAGE MARKET VILMAR INC Drawing Date: 8/ 4/04 10:27 REMOTE AREA #3 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY pt pt pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 34 TO A2 CONTINUED HEAD 36 28.6 1-1/4" 0 0 10'0" 16.8 fps 27.7 27.7 10" 0.24 gpm/sq ft 1.380" 0 0 0" 0.418 4.2 1.5 10" K= 5.60 77.4 120 40 0 10'0" 0" 0.0 26.1 60" HEAD 37 30.8 1-1/2" 0 0 20'1" 17.2 fps 31.8 31. 8 10" 0.26 gpm/sq ft 1.610" 0 0 0" 0.367 7.4 1.7 10" K= 5.60 108.2 120 40 0 20'1" 0" 0.0 30.2 60" REF 41 2" 0 0 15'7" 10.4 fps 39.2 2.067" 1 0 10'0" 0.109 2.8 108.2 120 40 0 25'7" 0" 0.0 REF A2 108.2 gpm PATH 2 K= 16.69 42.0 psi PATH 3 FROM HYDRAULIC REFERENCE 38 TO A4 HEAD 38 35.1 1-1/2" 0 0 20'1" 5.6 fps 41.4 41.4 10" 0.30 gpm/sq ft 1.610" 0 0 0" 0.046 0.9 2.0 10" K= 5.60 35.1 120 40 0 20'1" 0" 0.0 39.4 60" REF 45 2" 0 0 15'7" 3.4 fps 42.3 2.067" 1 0 10'0" 0.014 0.3 35.1 120 40 0 25'7" 0" 0.0 REF A4 35.1 gpm PATH 3 K= 5.38 42.7 psi n MINNESOTA DEPA~MENT O~ - AG~CU_ U~: ~ FROM THE FARM TO YOUR FAMILY Scott County October 13,2004 Market Design Services Attn: Craig Pearson 9633 Foley Blvd. NW Coon Rapids, MN 55433 RE: Village Market, Prior Lake License # pending Dear Mr. Pearson: This office has completed a preliminary plan review for the Village Market located at 16760 Toronto Ave SE, Prior Lake, Minnesota. The plan review was conducted as required by Minnesota Statute Chapter 28A and the Minnesota Food Code Chapter 4626. The Minnesota food code is the primary governing document for this review and may be found on line at www.lel!.state.mn.us/lewstatutes.asn by requesting Minnesota Rule Chapter 4626. All appropriate permits from the local authorities shall be applied for and issued prior to starting any work on the site. Failure to comply with this may result in a delay or this office not issuing your retail Food Handlers license until the proper permits are issued. Our inspector will verify that the permits have been obtained. The Minnesota Department of Agriculture grants preliminary plan app.l.Vval to the plans for this proposed food establishment. Upon this agency certifying that all items in this review have been addressed, fmal plan approval will be granted. This preliminary plan approval is based upon the plans submitted to this office. Anv deviation from the annroved nlans and snecifications must have nrior annroval from this agencv. Preliminary approval of the plans and specifications does not constitute endorsement or acceptance of the completed establishment. Periodic on-site inspections may be made during construction. A final inspection of the completed establishment, with equipment installed, must be conducted to determine if it complies with the requirements of the Minnesota Food Code. Contact Food Inspector Steve Clancy at 651-552-5062 to arrange for a [mal inspection orior to stocking any food products. An anticipated completion opening date of November 16,2004 was indicated on the application form and you are listed as the contact for this project at 763-717-0414. 90 West Plato Boulevard . Sf. Paul, MN 55107-2094 · 651-297-2200 · 1-800-967 -AGRI . www.mda.state.mn.us An Equal Opportunity Employer' TTY: 651/297.5353/1.800-627.3529 Mr. Pearson October 13,2004 Page 3 comes in contact with the surface, a stainless steel fInish or al'P~{)ved equivalent material is required. Solid surfaces for food contact, such Corian@ or Gibraltor@ shall be constructed by a fabricator listed by an approved third-party testing agency. They are required to be installed on six-inch legs or a solid base. All areas of the custom fabricated counters shall meet the requirements of NSF International Standard No. 35. All hard grain decor wood (e.g. oak) shall be properly sealed with a polyurethane or varnish-like material. (4626.0505)(4- 201.11) Used equipment meeting NSF International, NAMA, or BISSe standards, specified at the time of installation is permitted if it: met the NSF International, NAMA, or BISSe standards, in effect at the time it was manufactured, remains in good repair, is capable of being maintained in a sanitary condition, and is appHJved by the regulatory authority. Your inspector will evaluate any used equipment to determine if it is acceptable. (4626.0505)(4-201.11) Provide multi-use equipment, utensils, and food storage containers that are smooth, easily cleanable, and resistant to pitting, chipping, or scratching. All food equipment in a retail food store must be designed as to be easily cleanable, durable and be adequate for its intended use. Household utensils or equipment is prohibited. The use of commercial eouioment not meetine: the NSF standards must be evaluated and aooroved orior to installation. (4626.0505)(4-201.11) Retail shelving and refrigeration and freezer display cases shall be designed and constructed to be durable and to retain their characteristic qualities under normal use. (4626.0505)(4-201.11) Provide sufficient refrigeration to hold all readily perishable food products at 41 OF or less. Provide sufficient ventilation (e.g. louvers, etc.) for the compressor unit to evacuate any buildup of heat at the underside of the cold pans in and about the compressor area. (4626.0675.)(4-301.11) If an ice machine or bulk water unit is to be installed, the waste drain must be properly plumbed and divert to an indirect waste (air break) floor drain. *(4626.1045 A.) (5-201.11) Food Protection Provide a food thermometer for checking the internal temperatures of potentially hazardous foods. Thermometers must be provided in all coolers, freezers, and hot holding units where potentially hazardous food is stored, and must be located in an area that is r~pH;....,entative of the true air temperature. (4626.0705)(4-302.12) The internal temperature of potentially hazardous food must be maintained at 41 OF or below, or 1400F or above, except during preparation. *(4626.0395(3-501.16) All freezer units shall hold food frozen. (4626.0370)(3- 501.11) Food on display must be protected from potential contamination from coughs, sneezes and improper handling by installing properly constructed food shields, the use of packaged food items or other effective means of protection. (4626.0320)(3-306.11) Provide tongs, ladles, spatulas, scoops, single-service papers, etc., to avoid unnecessary manual handling of dispensed food items. (4626.0330 A.) or * (4626.0330 B.) (3-306.13) Utensils must be stored in an appropriate manner between uses. (4626.0275) (3-304.12) Mr. Pearson October 13,2004 Page 5 ball cock assembly. The water line serving a dipper well shall be permanently installed with an air gap on the water line entering the fixture. * (4626.1055) Please contact a licensed plumber or refer to the Minnesota plumbing code. Install a hot water heater in accordance with NSF Standard #5. (4626.0505) It must be of adequate size and recovery rate to provide hot water to all taps during peak water usage. Lack of hot water will require the installation of additional hot water capacity. (4626.1025) If a grease interceptor or grease trap is required by the city building official, it shall be mounted flush with the floor in an accessible location for maintenance. The lid shall be water-tight and securely fastened in place. Under no circumstances shall a grease removal device be installed above the floor. (4626.1195) General LabelinQ: Provide complete labeling information is provided on all prepackaged food products offered for sale at self- service. The labeling of these prepackaged food products must include, but is not limited to: 1) The name of the product; 2) Name, address and zip code of manufacturer, packer or distributor; 3) Complete listing of ingredients in the order of predominance by weight. 4) Net weight. Provide open quality assurance dates on all prepackaged foods with a shelflife of90 days or less. (4626.0435) Sinks Install hand washing sinks in all food preparation, food dispensing, toilet rooms and utensil washing areas. Generally this is within 20 feet as a person walks. *(4626.1095) Provide hand cleanser, single-use towels, and a fingernail brush at the hand-wash sink located in the food preparation, and ware washing areas. Install a NSF three compartment, utensil-washing sink with integral drain boards at both ends for the proper cleaning and sanitizing of all multi-use equipment and utensils. The size of the sink: compartment must be large enough to accommodate the largest utensil/equipment, which is to be cleaned and sanitized. (4626.0680) Provide and use an al'l'~vpriate chemical test kit to determine the strength of the sanitizing agent in the final rinse water of the three-compartment sink. Install a separate food preparation sink if raw food will be cut or combined with other ingredients, or otherwise processed. (4626.0780) Install at least one service sink or curbed unit with a floor drain for disposal of mop water and similar liquid waste. (4626.1080) Provide hooks or hang-up brackets at the utility sink for storage of mops and brooms. Utensil washing and hand washing sinks are designed approved and restricted to their respective use and may only be used for food preparation. StoraQ:e Provide adequate shelving covering the food operation to ensure that food products, utensils or single-service articles are stored at least six inches off the floor. (4626.0730 A.) Food storage shelving used in walk-in refrigerators must be in conformance with NSF standard #2. Chrome or zinc-plated shelving without an Mr. Pearson October 13,2004 Page 7 Ceilin!!s: Perforated or fissured drop lay-in ceiling panels are prohibited in food preparation, food service, and utensil washing or toilet room areas. (4626.1360B.) Ventilation All heating appliances which generate either excessive heat, vapors, condensation, greases, odors or fumes, must be properly situated beneath a mechanical exhaust canopy. The canopy and hood construction must meet the applicable standards of the NSF. (4626.0505) In addition, the requirements of the 2004 Uniform Mechanical Code and the 2004 amended Minnesota Building Code covering commercial kitchen ventilation systems must be met. Additionally vent less frying systems requiring alternative methods shall meet standards EP A 202, NFPA 96, UL 197 and have local building approval. (4626.1380) (4626.1475) Miscellaneous In accordance with the Minnesota Clean Indoor Air Act, this establishment shall be posted as NO SMOKING ALLOWED. Post signs at all public entrances. This facility may not be constructed, remodeled or converted, except in accordance with the plans and specifications as approved by this department. Please contact me for approval of any proposed changes or additions. (4626.1720) Thank you for your cooperation in addressing the items outlined in this letter. I shall remain available for consultation and review of your facility's construction progress. Should you encounter any problems though the course of your construction or equipment installation activities, please call me at 651-297-1072. 1 Ji Fo Standards Compliance Officer Dairy and Food Inspection Division JR:ljrn C: Steve Clancy, Food Inspector Lorna Girard, Supervisor City Building Official Dave Chromy FIRE PROTECTION INC. 4439 Hwy. 12 SW, P.O. Box 69 Waverly, Minnesota 55390 763-658-4483 Fax #: 763-658-4921 August 4, 2004 ']\t; (r\J ~ rl ,D u; ll:'J 1". '; ill. AUG (; [) C01...~ i' 1, I. ,.~ \:.~\I \ I]. :~n4 ',.,\ (..Jv " L ---\ -....-- .-.- City of Prior Lake 16200 Eagle Creek Avenue Prior Lake, MN 55372 @X-:..-.. Re: Village Market Inc. 16760 Toronto Avenue Prior Lake, MN Sir or Madam, Enclosed are 3 sets of sprinkler plans and 1 set of calculations showing the modifications to the existing wet system. The existing heads are to be turned up to meek code and replaced with quick response heads. The new piping is designed to provide .2 G.P.M. per sq. ft. for the most remote 900 sq. ft. Sincerely, ~~ Y:{~L ~h~ J. Weber JJW/nnn V/l~~ 1i1/tf!- f:brr II/z/o 4 COMMERCIAL ~'ll~AL INSPECTION CHECKLIST ELECTRICAL: ./" " f,... '04 ....~ c-",O "'P -i- tL , Approval of electrical inspection that items are safe. FIRE SUPPRESSION/CONTROL: / A- '- TH{/.4..~ p-/~~ 'Y. Hydrostatic Test t.. ~ Sprinkler Flow final q. Monitored -4. Report on Existing System Inspection 'fI. Fire Alarm Test M.l.Io~ '6. ~ flftd Fir.:. D......ur'.::.r3'"'9'r'.;,.......~'ieft- ..:r: Emergency Lighting 8. SmokelHeat Detectors ~. ~IY....AC Duct Dcts&t:::-r Ftt2.!- C 1--, . HV AC: ,. 1. Ventilation Operational ~ Electrical connections ~. Gas Line Tests 4. Final Inspection 5. Balancing Report PLUMBING: 1. Walk Through 2. ~artitions 3. Bacteria Tests 4. J:>'f'6' 7....>v e>(l.. CA-J1 HANDICAP: 1. Signage I ~ Lavs <D Entrance _ELEYATOR. - I. ,)lall:: Zlt:valvl ~u~p~ction STRUCTURE: " 1. State Department of Health Z _ ~f)$ IW>~ ~ -resr6tJ ~",,,~t!~ 'f/tlfJ r~r. Mt/II ~""""~ 6A~ u,ve $~~t!>':'': 1. Walk Through V/...6e>O ' a. Special Inspections of Structural Framework with Final Report b. ~abeled Fire Doors c. Glass, Doors, Hardware \i Sidewalk e./Firestopping KITCHEN: .. .. -1- EXITS: ~pen and Unobstructed tEAt6l1-(b8V~ il" M-rS PARKING LOT/CURBS: Handicap Signs Handicap Access Silt Control or Final Grade Inspection from Engineering Dept. ENGINEERING DEPARTMENT SIGN OFF f'M.-K..INl:> ~ PLANNING DEPARTMENT SIGN 0FF Sib,..; f7~/~ Re-<1D, TEMPORARY CERTIFICATE OF OCCUPANCY PERMANENT CERTIFICATE OF OCCUPANCY .. -2- PRIOR LAKE INSPECTION RECORD SITE ADDRESS lL, 1~~ \ cn.a~ Ave NATURE OF WORK \ eNA~\ rlN\SH USE OF BUILDING ,I I c- A/fZ. ,! PERMIT NO. c:>4 - B4~ DATE ISSUED l!::>/,~ I~+ CONTRACTOR AN \(~NY' t~.)(~~ ~c. PHONE' S01"S2.~-?:7S.~ NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT DEPARTMENT OF BUILDING AND INSPECTION INSPECTOR DATE ~-~~ I -::T- ... n ~ to Backfill) I I PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ROUGH - INS aliin- ~.. _u IC FRAMING See. f>1/J1~-;",.., ~~ INSULATION ELECTRICAL PLUMBING HEATING (if required) FIREPLACE "j GAS LINE AIR TEST COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED I S'P\(.\~ ~ L62- I I FINALS __-ICe . BUILDING ELECTRICAL PLUMBING HEATING DO NOT -.- - . .........- -- --~ -' - 1*1" -,,) A /lVr/ J/~~ / I _ ~ ~ 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. FOR ALL INSPECTIONS (952) 447-9850 Contractor's Material and Test Certificate for Aboveground Piping A. Procedure (Conforms to NFPA 13-1994) 'N. Test Description Upon completion of work, inspection and tests shall be made by the Hydrostatic: Hydrostatic tests shall be made at not less than 200 psi (\3,6 contractor's representative and witnessed by an owner's representative, All bars) for two hours or 50 psi (3.4 bars) above static pressure in excess of defects shall be corrected and system left in service before contractor's 150 psi 1I0,2 bars) for two hours, Differential dry-pipe valve clappers shall personnel finally leave the job. A certificate shall be filled out and signed be left open during test to prevent damage. All aboveground piping leakage by both representatives, Copies shall be prepared for approving authori- shall be stopped. ties, owners and contractor. It is understood the owner's representative's Pneumatic: Establish 40 psi (2.7 bars) air pressure and measure drop, signature in no way prejudices any claim against contractor for faulty which shall not exceed 1.5 psi (0.1 bars) in 24 hrs, Test pressure tanks at material, poor workmanship, or failure to comply willl approving authority's normal water level and air pressure and measure air pressure drop, which requirements or local ordinances, All "No" answers shall be explained in shall not exceed 1,5 psi (0.1 bars) in 24 hrs. the Comments portion of this form, O. Tests /o/d Property Name' Village Market I. All piping hydrostatically tested at Z{)O Property Address' 16760 Toronto ,A.-v~nu~ Date: 2, Dry piping pneumatically tested B. Plans Prior Lake, MN I':f>B~ p, 3. Equipment operates properly 1. Accepted b~ A~ng~~i~ ~:~~/.N.J...6 ~4. Do you certify as the sprinkler contractor that 2. Address: .Lfa ~ f!4c ~ I additives and corrosive chemicals, sodium 3. Installation conforms to accep/JJje plan ~~ Yes D No silicate or derivatives of so'dium silicate, brine, 4. Equipment used is approved Yes III Nf or other corrosive chemicals were not used for C. Instructions: .' It( '~(01 testing systems or stopping leaks? ~ Yes D No 1. Has person In charge of lire eqUIpment been 5, Drain Test: /\/"'" instructed as to location of control valves and _ a, Static pressure reading of gage located near care and maintenance of this new equipment IJj Yes 0 No water supply connection 75- psi. 2. Have copies of the following been left on the premises: b. Residual pressure with valve in test connection a. System components instructions 5i Yes D No open wide j' / psi. b. Care and maintenance instructions 13 Yes D No 6. Underground mains and lead in connections to c. NFPA 25 (Jj Yes D No risers flushed before connection made to sprinkler tI1 D. Location of system - Supplies building' piping and verified by copy of form No. 13-U 0 Yes 0 No E. Sprinklers 7, Flushed by installer of underground piping ~ Yes 0 No Make Model Year Made I Orifice Quantity Temperature 8. )fpowder driven fasteners are used in concrete, Central )'V-FRR 700[" 1[2 136 lti'jo has representative sample testing been satisfactorily completed? P. Blank Testing Gaskets I, Number used: 2, Locations: 3. Number removed: Q. Welded Piping - )f welded piping was used in the system, complele the following: I, Do you certi fy as the sprinkler contractor Ihal welding pWl'edlllcs 4'omply with the req~lirt"- ments of at least A WS DIO.9, Level AR-3 2, Do you certify that the welding was performed by welders qualified in compliance with the re- quirements of at least A WS DIO.9, Level AR-3 ~ Yes 0 No 3. Do you certify that welding was carried out in compliance with a documented quality control procedure to insure that all discs are retrieved, openings in the pipe are smooth, slag and other welding residue are removed, and the internal diameters of piping are not penetrated R. Cutouts (Disks) Do you certify that you have a control feature to ensure that all cutouts (disks) are retrieved? 5a Yes 0 No S. Hydraulic Data Nameplate Provided ~ Yes 0 No T. Date left in service (with all control valves open): U. Signatures I, Name of sprinkler contractor: Sentry Fire Pro tee tion 2. Tests witnessed by: For property owner (Signed): Title: Date: _ For spri:!k!er contractor (Signed): .. ./.....-:: ~/ e....-r Title: ~~. ' .. Date: /1'~(tJ~~ V. Comme~ts (This section is for additional explanation and notes. All "No" answers must be explained here,) H. Dry-Pipe Valve I. Make and Model: 2. Serial Number: I. Quick Opening Device (Q.O.D.) I. Make and Model: 2. Serial Number: J. Dry-Pipe System Operating Test Without Q.O.D. I. Time to trip through test connection.: 2. Water pressure psi. Air pressure 3. Trip point air pressure psi. 4. Time water reached test outlet.: 5. Alarm operated properly DYes D No K. Dry-Pipe System Operating Test With Q.O.D. I. Time to trip through test connection.: 2. Water pressure psi. Air pressure 3. Trip point air pressurf" psi, 4. Time water reached test outlet.: 5. Alarm operated properly L. Deluge and Preaction Valves I. Make and Model: 2. Operation: D Pneumatic D Electric 3. Piping and detecting media supervised 4. Does valve operate from manual trip and/or remote control stations 5. Is there an accessible facility in each circuit for testing 0 Yes 6. Does each circuit operate supervision loss alarm 0 Yes 7. Does each circuit operate valve release 0 Yes 8. Maximum time to operate release: M. Pressure Reducing Valve I. Location and Floor' 2. Make and Model: 3. Setting: 4. Static Pressure: Inlet psi, Outlet 5. Residual Pressure (Flowing): Inlet 6. Flow Rate: gpm +measured from time inspectors test connection is opened 101995 Nalional Fire Sprinkler Association, P.O. Box 1000, Patterson, NY 12563, (I} 14) 818-4200 rw", F. Pipe and Fittings 1. Type of Pipe' Allied XL & Sch 40 2. Type of Fittings: Maliable G. Alarm Valve or Flow Indicator Type Make Model 'Max, Time to Operate Through In:;p, Test ;'" ~J{,." ..3 DS'f psi. psI. DYes o Hydraulic DYes DNo DYes 0 No psi pSI, Outlet tt;JJ 1 psi for ---2- hours DYes [) No ~Yes ONo D Yes 0 No Iia Yes 0 No iii Yes 0 No ONo ONo ONo ONo pSI o Check herc if comments continue on reversc side of this form Form 13-A Page I 011 ' r ~,-~..'"""" -" .."",-".~ i! [ I 1: I ::3 ?4/\/771:.f7:~) ~J :sJ 12A/o~ ~"'\";.. J ~ , < - , r "::---. ~ ~ ~ ~ r.- ~ " ~ (1\ \ r , " .'(~~, --:.;~ /~~ ~~ o I .0 o ~ '-"\j- "", '''''' . "=. \j ~ .. I.r=._~ __._..__..__n""_1 n_......~ I -\..1 ~ C I fb ::::I t=. H JI ~) I .~ I .. '\ ~ - -= - Lvr-- ' cr ;t t ~ ~~ ~ "ft ~ ~ .. .~-- ...-.-- = = =>== -" 1/ I -. J .1 ~~ -b I I J I ~ SI "-=; /1 ~ j ::J ,,d \j J ] ~ l a ~~II I~ + / lAJ :LJ. "'" ~ r ia , . . ~<~ f I L/ ' I ~ i - Fire Sprinkler Plan Review 16760 Toronto Ave . Village Market Vilmar Inc . 1 . All sprinkler heads and equipment shall be field verified . 2 . One alarm system and monitor shall serve all sprinkler risers , valves , now indicators etc . . 3 . Each sprinkler riser shall be provided with a map indicating all risers , valves inspector ' s test, drains etc . . 4 . All systems shall be brought to current minim standards . 5 . Separate permits are required for all alarm systems . 6 . Hydrostatic test 2001bs . for (2) hours shall be required for new and existing systems components . 7 . Provide total building, protected sprinkler plan at each riser. To include all risers , valves , drains , Inspectors test locations , pipe , heads , etc .