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Home My WebLink AboutBldg,Plg&Mech Prmts for New Hor CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT Date Rec' d (J-3-D4 While Pink Yellow File City Applicant I PERMIT NO. pt.-IO f! (Please type or print and silUl at bottom) ADDRESS.44a::? ~.-I\,.J l-l.1U-";> D.2.lUt;. ~fil;d, '''''~Y- \ btrc rJ. c= . ZONING (office IIse) CA- LEGAL DESCRIPTION (office me only) LOT ( BLOCK /. ADDITION , Fi:v~;J /i-~... &,); n~ . , PID zs/3f;>~ooto , OWNER (Name) it-Je;...) UcI2.IZcv\l (,HIt~ I (Phone) -r,,,,7,.r::T77" 1111 (Address) BUILDER i (Company~ame) ~ (pN5Tr.JX:..11G-J SuwtCllf'b /NC. (Contact Najoe) 19LL. ~ J~t#- Qv,j DfWl.f!A (Address) i ~% N. Lf)<;I~ J A\lElJUf:..J R.cF.J€..IIIu..e , MrJ 1111 - Om':; -Atf'1 <;; TYPE OF ","ORK ~ew Construction DDeck o Porch ORe-Roofing ORe-Siding i DAddition DAlteration DUtility Connection 0 Misc. CODE: DI.~' .C. ~B.C. Type of Cons ction: I II II1& V ;A) B OccupancyG oup: A B E F HI).M "< S U Division: I 1 2 (4 ') 5 (Phone) r;, b- ,^ I c.ul. <031.130 fAt "I' (Phone) ,\ (;41; ;L~ 6'SiI~ ~IZ- 481- 'l, ~'l7 DLower Level Finish o Fireplace PROJECT COST/VALUE (excluding land) $ -1P-~ COO aye filmished 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 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 Ihe building t for use -furthermore, I hereby agree that the City offiCial or a deSignee may enter upon the plOperty to perform needed inspectIOns W,/).:lI2t-, -ItA? 1Cj J\ ~ mI'.>.O? 04, Contractor's License No. Date x Permit Valuatjon~.L"~ llla:>: \,2.00. 000.- I Park Support Fee # 12- $ 10.7 .c::b.- I Permit Fee ra~'1.,. $ (,14S.1.{1 SAC # 1 "2- $ l,-~.~,' I Plan Check F1e~ .,~...~ I $ A '7,94..4 t Water Meter Size 5/8"; I"; $ I State Surchar~e CV I $ SeD.- Pressure Reducer $ I Penalty $ Sewer/Water Connection Fee # 11- $ \4. 4Gb. ' I Plumbing pe$it Fee $ Water Tower Fee # 11- $ R A- no. - I . 1 pi . Mechamca c:rrmlt Fee $ Builder's Deposit $ I , - Sewer & watt Permit Fee $ Other $ I Gas Fir.:place, 1rmit Fee ..... $ TOTAL DUE taMO 'J.1.M- $(00. qO Ci.f,,(o I , .' Paid t-JO ~O"7 ("e, I ~~c7flh ~ 7fj"1rJ Date /0''11.0'"'' ThiS IS to certify that the request in the above applicatIOn and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested This document whe cd by th~ City Planner constltutcs a temporal)' Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be led j/Y). ~ /1) /7 / oY LDr, t )0 J.,t~ Planning Director ' Date I I Special Conditions, any \ 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4" 5 " l6200 Eagle Creek Aveoue Prior Lake. MN 55372 "'RoA.~J . FEB-09-2005 13:22 CITY OF PRIOR LRKE 9524474245 P.01/01 Date Rec'd Z. to.OS- CITY OF PRIOR LAKE BUILDING PERMIT,' TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT (l'lea5c ~ ~_ m.d am atb.......l ADDlU!S$ ! #00 rc()1J7I11 AI II1LL6 1.Whil.1I File 2. Pink ell)' J VcJll)'W Appliclm I PERMIT NO. 05,0109 I I ZONING (oftia:...)' ~4- D/e.. ! LEGAL D ~SCRIPTION (office"", only) LOT I lLOCJ.<. / ADDITION ?OutV77"fIN HILLS PID zS: .3(,3. 001. 0 OWNER (Name11 /IIESW Ho/2..1 eoN OfVc:AA!& (Phone) r (Address) , (../phone) ft.~ (,SI. iZfJ.5. /307 ompany Name) onlact t\ ame) hddress) ~61'17VII!.-V P{....I'1I3Ci . TYPE OF WORK 0 New Constructioo DDe<k DPorch DR<.~g DRe.Siding DI..ow<' Level Fini.h DAddition DAlteration DUtiliryConnc:ctiol\ l'Mis.C. CODE,Dl.R.C. Du.C. PROIECTCOST/VALUE S Type of C.. .$trW:tion, I II m IV V A B (exdudintlllllld) Oceupan<T Gro"p' A B E F HIM R S U . Dil'ision, I Z l 45 o Fireplaoc: I bm'by m1ir) fnall hav~ tum\$hl!d Infonni1~I\)n 0(1 this applirat~1'I wit;cn. ~ to me:: "ct'S("; my icnOW;l'dge ttUt and colTCd. 1 also ~f[ify that I i'lm lho (lWnl'f Of lluchonm llgent for me ."tJovc.mmtl.OI'l~' pro nd tlU.t aU construction Will confonn 10 all (Il.i.$uns ItlItc .nd local laws and will ptOCtcd in accordaoCt: with submHttCl plans. I am awiJ't tha( thc buildinJ tlffiaaJ call ~YI ikc I t'ot JU5t caun~ fwtllcrmF., . [hat tht' CIty Clfflt;lal or a dt'.Ii11D1le may cDtt'rupon the P"0l'CtlY to perfonn n~ded mspccdtllu, X I ~ ~ RA_O CO 3?5S-PM ~ 9-()~ .; "7 Signature" .. ~ - - C(lntracror's LiccnJSI: No. (Dare J f' - -- --- .-- I Permit Valution I Park Support Fee # $ I PennitFee! $ L SAC # S I Plan Check Fee S (2}NaterMeter Si.e5/8"jl"; IJISs" s I State Surch "gc S ( (\ Pressure Reducer S Penalty S Sewer /W ate, Connection Fee # I S Plumbing Permit Fee S I Water Tower Fee # I S I Mechanica Permir Fee $ I Builder'. Depo.it S I Sewer &: Vi Uer Pennit Fee $ I Other S I 0.. Fireph co Permit Fee S I TOTAL DUE ,44IEj) Zo. ".DS' S I. e30.o0 2.00.00 030. DO Thi.A . . Bccom.sVoUl"BpudiDJ;PezmitWl><nA,.-.d I Paid I. IJ30.0 U I ReceiDtNo .,If""" I . i' I-Dale . Z.fo.oS- Bv I'!'!:: ' I llllll~Il\.Ofti,i.1 Dot' 0 ~ ~l'ffVAI 112Ie/ ~770AJ ~An;":/; ~~;:~P(/U. ~16 PL...nL3~. f'5f2mff" j(!.~. :i;I,t!,~ Thu IS 10 certify that 111C rcqueu 11'1 lhe: abovc applic;i1nnn lInd acC'ompIDYII1/1 dUl:umC'I'l.[S IS .Ill a~rdanl:~ .....irl1 [I\e City ~t mil: Ordn'llnCC ID(I 1m)' prveettd 1II1"t.'1III{'lIk'd, ihd d -, I w"~n lloillD~.d tt Ihe City PlinP", 1.'(IIL'I!l1UtcI a wmporary Cl.'ILlfic:aTc of Zonjn. r;tlmpllotl'lCC i.J\d aIlOWN t"otI$b'Uction to commence. Before littUpaney, a Cl.'T1lficat~ or OccuparK}" mllSI be' iRut'd . .... Planning Director DD.tc S?eQjal ConditioDi. if lIJIY 2:4 hour DOtiCe: COr III Inspections (9~2) 44"~9L~. Cax (9S2) 447-4%45 ----- 1 ~"I\(\ 'C'....I_ f"'..-.1,. "........... 0..;_ T ...'1.... ~A1\T il;",~..,,., TOTRL P.01 CITY OF PRIOR LAKE HEATING/AIR CONDITIONING/FIREPLACE PERMIT FIt%"'/tof1 ~.:;':.. ~:~ I PERMIT NO. 05. 0 0 ""'51 3. Yellow Applicant J._ _ q?lease!VDe or Print and siRll at bottom) ADDRESS NEW HORIZONS FOUNTAIN HILLS 44~ DRIVE LEGAL D~SCRIPTION (office use only) ! LOT I LOCK ADDITION OWNER (Name) ~OSEWOOD CONSTRUCTION Date Rec'd ZONING (office use) PID zs: 3(;.,3 _ 001. 0 (Phone) 651-631-1300 (Address) :2340 LEXINGTON AVE NO ROSEVILLE, MN 55113 APPLICAJT (Name) '!cENTERPOINT ENERGY MINNEGASCO (Phone) 763-757-6202 (Addressl, 113562 CENTRAL AVE NE HAM LAKE 55304 '(Address) (City) (Zip Code) APPLICANT PLEASE COMPLETE BELOW IQlNEW CONSTRUCTlON D REPLACEMENT D AL TERA nONS FURNACE \'lAKE AND MODEL( 1) CARRIER 48TFE004 3-TON ROOFTOP UNIT FUEL NATURAL JJRW~p~l~nM~FE006 5-TON RO~err UNITS (Contact Pe 'son) JOANN ZINKEN APPLICAl- T SIGNATURE (Phone) SAME DATE FLUE SIZE TYPE OF SYSTEM []Warm Air Plants OGravity o Mechanical DAir Conditioning OVen!. System HEATING OR POWER PLANT o Steam o Hot Water o Radiation o Special Devices o Other Devices FlREPLACf MAKE AND MODEL Industrial, Co nmercial & Multi-Family FEE SCHEDULE 1 % of job cost Residential, Gas Fireplace $39.50 minimum $99.50 Residential, Additions & Alterations $64.50 Residential. AC Only Residential, leating & Ale (New Construction) Residential. feating Only (New Conslruction) Estimated Cost $ 85.000.00 Building Permit # ~s: (lOSS- , (Office U~O y' Thi,iA 1ir k 'I 1 B~. ing HEATING PERMIT FEE STATE SURCHARGE TOTAL PERMIT FEE I J -Becomes Your BUildin; t;1;;e;pproved t I Date $ R'in.nn $ .50 $ 850.I4d: .~v --- I Paid 850.60 I Date /. /1 tJ5 24 hour notice for all Inspections (952) 447-9850, fax (952) 447-4245 16200 Eagle Creek Avenue. Prior Lake, MN 55372 9-17-04 GAS OUTPUT PLEASE NOTE: Air Conditioner Units Cannot Encroach into Required Side Yard Setbacks $39.50 $39.50 $39.50 Receipt NO#6.S'/ By 4/IIK- / U~i-lb-~U4 l~;ld L~ I'] U- ~kluR Lf-f'..:E 9524474245 P.(jj Date Rec'd CITY OF PRIOR LAKE PLUMBING PERMIT I, Ylue f.. 2.,00t4 CAy 3. YIlloow ""'icanI It) r d-.O -a-j PILe w/lIo+./o/CJ [PERMIT NO. 05'. 004-71 I. ZONING(oIIIotUl<) I ' (;.,4- I (Pkue!'!P! or 'Dr1.at.u.d s1lm at: boaom) I ADDRE}S New Horiwns ! 4400 Fountain Hills Dr., LEGAL pESCRIPTION (ollic< u.. only) LOT ~ BLOCK I ADDITION I . OWNEJ: (Name\ New Horizon 55372 rfi/l. , , z5 ;3(,3 OM 0 I . l PID 16355 36th Ave N., Suite 700, Plynouth, MN (Address( APpudANT (NaIl1'" Cer'1~ury PllUllbing, Inc. 444 Maple St, Mahtomedi, MN 55115 (Addtcs: ) (Addle$S) (CitrJc.. "1." 5'1o,,';}I> (Zip Code) J James Blaz (ph 651-653-9390 (Cantle, PelSon) one) I 1./2.#' 10-18-04 APPUc"ANT SIGNATURE .~A:.)~-~ DATE ~s Blasena. Master Plumber License # 003755PM APPLICANT PLEASE COMPLETE BELOW Type of Fixture Quantity 'fy\l4l of future Sath Tub with or witho~t shower ROl.lgh-ins Dishwasher 1 Water Heater Floor Drain 1 Water Softner Lavatory (Bathroom Sink) 1 Stand Pipe (Washing MaChine) Laundry tray (lor 2 compartment link Sewa!!e Ejector ilhower Stall 1 Backflow Assembly Sinks Backflow Assembly Test Bar Sink Lawn Sprinkler I Water Closet (Toilet) 3 Other Drinhng t'oun1:a~ns . (Phone) 55446 (Phone) 651-653-9390 - - QUllQdty 1 l' "0 1 16 11 i FEE !l..nLvULE 1nOO5118:. Commercia! .t Multi-family 10/. of job cost with 1 $J9.~O minimum Rcsid'n~.I. New One Ii< Two-Family S99.S0 Rcsid.n~.l, Additions Ii: Altorations SJg.SO E.timated Cosl S 62.850.00 Builalna rermit # oS: 004-7 This. A ~ ,l1 . Your Building ,enrfit Whe. Approved lir3/ tJ <" . ( f D.'t PLUMBING PERMIT FEE STATE SURCHARGE '- TOTAL PERMIT FEE S 628.50 S .50 S 629.00 ! reid 1/ z9. 00 e i 'bate IA- 0 C- I I. r. ~ I Receipt No. A..aiP3a I ru 7 I By ~1&- I 24 bour .oti.. Cor allln.poelionl (!IU) 447.9150, r.. ("2) 447..4165 lnOO Eelle Creek An., 8.);:., Prior Lake, MlI" !!3'n.1714 TOTI'L P. 03 LAKE BUILDING PERMlt, TEMPORARY TlFICATE OF ZONING COMPLIANCE Z / /. oS UTILITY CONNECTION PERMIT . H 1-8 wi 0-'1-.10;9 I PERMIT NO. 06-. 0/; q , , (Please '!vpe or Dpnt and sign at bottom) ADDRESS . 1..(40 () F,,~.... ~."',, 1 11../15 (J..... '"..c... 1_ White 2_ Pink 3. Yellow File City Applicant N. . LEGAL DEJCRIPTION (office use only) LOT J B40CK / ADDITION rtJ(//V77J/~ H/&[f Date Rec' d I I ZONING (offic,",,) (Yf- PID zs-. 3&3. no I () OWNER I.. (Name) A/it. "V II~,"?.. ~ n Ct, ,'/j eM -c.. (Phone) i (Address) 41" tJ 0 Fu~ n ~A.,''' /.I.' /15 ()r,'v.. 1/;. P...' u L. k c .14-;W 5S 3 7).. BUILDER (Name) All ,h) /"'... / (Contact Nar Ie) (;, Co / C (Address) 4 't 'I ~ , h'r-c. UV\ '- J41C....fC!t c;;, c: c,..., rl 'j-y (Phone) q~.):'6C; 3 -at:;' {).,- (Phone \ ~;; P> C IN. 771-471. ,-/F/2S ,f/Il,'''~H,;1dl-'r. 111/1/ ~5~3S , , TYPE OF W DRK ~ew Construction DDeck DPorch ORe-Roofing DRe.Siding DLower Level Finish 0 Fireplace DAddition DAlteration DUtility Connection l--1'ltb\.~ ft+.J L c..A-~ wl'VE"c;r COST/VALUE (excluding land) $ I 0 (/t). " 0 ~iSC. r I hereby certify 1/hat 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 y....y.;....l' 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 u~the ~.pperrr~.derfO;rdeeded in~cti~.. X /~, /},/. /,u.-r~ :J.-/IJ~t)5" SignatuJ;<" , I Permit Valuatipn I Permit Fee : I Plan Check Fe~ I State Surchargt I Penalty I Plumbing Perflit Fee I Mechanical Pe :mit Fee I Sewer & Wate' Permit Fee I Gas Firep~ce )ermit Fee II {A This pp ca' B 0 $ $ $ $ $ $ $ $ ~q.~ '"S<J Contractor's License No. I Park Support Fee I SAC I Water Meter Size 5/8"; 1 "; I Pressure Reducer I City SAC and WAC I Water Tower Fee I Builder's Deposit I Other I TOTAL DUE I Paid I Date ~w 2.//.0S- Date # $ # $ $ $ # $ # $ $ $ $ 40_-- ~ =;,t7~1;;; ~ '-i!J-{ --...... I Rece~~. . BVr/ 4fJ1Ct74.- 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 th, 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 Special Conditions. ifany 24 hour notice for all inspections (952) 447.91150, fax (952) 447.4245 16200 Eagle Creek Avenue Prior Lake, MN 55372 .>.o~ PI!. 10 <t ... '7 ~ :>: u '" "'J'..vNESOi. CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT / R {%IAl 4- I PERMIT NO. While Pink Yellow File City Applicant (Please tvoe or hrint and siitll at bottom) ADDRESS 44tfo Date Rec' d (Oli OS 02-09 ()~t~ N. & '" 1l~1 oK: Lfl(q ZONING (office use) G4- 7~ ~- 5"S7-1/!f fi.'fMO..JTH I 111;J S" .s"?4 (, (Phone) 6 '\ / -t. ~ 1- ( 3 tI1) (Phone) ~~~ m~ $TI/3 ~OU~l ,J f/N..L5 LEGAL DEfCRIPTION (offtce use ouly) LOT BrOCK ADDITION OWNER (Name) 1;Ji3N #D,e.,~N c'''ffO_l)~G' /(,3 5.) 3 (. 17+ flvc;:;- (Phone) )Jv. S VI 7E 7d7J, (Address) BUILDER (Company !-fame) (Contact Na ne) (Address) 2.34-0 L-oS{=IAJ{/oi) c:1Af-,.-m:A1 c:.?4Al /tilL ~~?t><--,C- l.A.=~/,.Ib"NvJ ,4-ve) ~$e1Ilu...e, PID 25.3&3.00 I 0 TYPE OF V"ORK ~ew Construction DDeck DPorch ORe-Roofing ORe-Siding DLower Level Finish 0 Fireplace DAddition DAlteration DUtility Connection ,...6Misc. CODE: 01. ~.C. OI.B.C. Type of Cons roction: Occupancy G roup: A B Division: /0" IT(T"O B S U PROJECT COST/VALUE S .0., (excluding land) r r'-o,..; S)6,J 'cation which is to the best of my knowledge true and correct I also certify that I am the owner or authonzcd agent for the to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building eby agree that the City official or a deSignee may enter upon the property to perform needed Insp'ectlons ~h3};r- 'F~4F 5/(." 1JS Contractor's LIcense No r;'"ate (..b.iL--liut~ I Park Support Fee I SAC I Water Meter Size 5/8"; 1 It; I Pressure Reducer I Sewer/Water Connection Fee 1 Water Tower Fee I Builder's Deposit lather I TOTALDUE I E II F 1 IIIIVVA HIM R 2 3 4 5 /.0 Permit Valua~ion Permit Fee Plan Check F~e State Surcharfe Penalty I Plumbing Petit Fee Mechanical ~rmit Fee Sewer & WatFr Permit Fee Gas Fireplac4 it Fee Paid Date # $ $ $ $ # ~ \ \~-l :, \' \ l,/ - c;J;:; ~ fA}' ~. dt&tyf.(l t' lAA, Y--- I Receipt(No. ~ By , "",-J)0 J ~l'\ ---- ~~ This IS to certify that the request in the above applicati~mpanying documents is in accordance with the City Zoning Ordinance and may proceed as requested ThiS docurnen! when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Cl.'rtificate of Occupancy must be issued Planning Director Date 24 hour notice for all inspections (952) 447-9850. fax (952) 447-4245 16200 Eagle Creek Avenue Prior Lake, MN 55372 Special Conditions, if any OCT-12-2004 13:57 ClTY OF PRlOR LRKE :6d44'14~4~ 1-'.t11/111 Date Rcc'd CITY OF PRIOR LAKE SEWER AND WATER PERMIT f'l(,[?; tJ 04-. lOll ~ 5- E-I PERMIT NO. 0 ~ --/4->,5 b TDt*S~';_;;:1 t~1 ~ ! \..1:ll5 l)~ /'0 L- .t.Ul"lll.fG(aftia!UIr) at! LEGAIf DESCR...- ..v.l (oIIia:... aIIIyl . WI' V BLOCK / ADDmON ~//Jtlt]M.-i1 ~ oWNffR (Name) NClW T1<!)""... 0..... PlDd5- 3{,3- a f-Z) (PboDe) (Addre, .) (-I (0..1 (Zip C....I APPLl~ (Namel~R F)fU...r:. lJ~ (A~) 12./"7 ~ :2 'f<D +-.1-. sf. ! ~) (COll(a' < Pel1On) t'V1 ; 'CJ. f'\...h A.. '" / APPLI:ANT SlONATlTRE~..:'~ ""-v7eJ - - (Phone) L-4 " .....pf.tJ.,..... /'V\ N .C-:~ 3 I (ClLy) (:b\I ~ (phone) _~...<...(-l.?3 '0'" <!b 9 z. DATI /.../(":2.,/0'1- APPLICANT PLEASE COMPLETE BELOW Size ofWllle1' service _ inches. ~~' ~p Z'c.ofJP"".. Location of any couplings from structure feet. Type of sewer pipe. 0 ABC I5a PVC 0 Cast Iron Estimated Ic:ngth of sewer line '7" . feet. Clean out (if required) located lit ('J f*feet from structure. Estimated Cost S FEE SCHEDULE $35.50 Indu.ai.l. Com'\ '" Molti-family 1"1. of job cost with a $39.50 minimom S17.50 Waler conoecrioD only SI7.'0 .~'J e BuildingPennit# R~sid~t.ial scw.r and waler lin. connection Sewer ~onncc(ion only SEWER AND WATER PERMIT FEE STATE SURCHARGE TOTAL PERMIT FEE S S S ~~ .50 SO~ (omU l M Oaly) Tbis ~ppl....lioa BocolllC$ Your Buildiag Permit Wbea Approved /~, P _ JO/tt..({e'f ----/I r Qft'"Io. Do;" 24 hour nod<< for .11 inlptlction, (951) 447-91150, fu (951) 447-4245 I Pai"9o bU I Oati:/O - /l/>Lf RJ!c.~~t/ q3 By Ci' fI' TOTI'lL P,01 ClTY OF PRIOR LAKE CITY OF PRIOR LAKE BUILDING PERMH, 9~24~~4~~ '\ 6J1~ ~J.:.~ \ II \ TEMPORARY CERTIFICATE OF ZONING COMPLIANCE \ NOV 172004 \,,,)1 AND UTILITY CONNECTION PERMIT ' n&;;(;liL~_'t.1.9.19- I PERMIT~(')-S- IJeoq r ; -, NeW I ZONIN~ Coftlco .M) ~;z.oN I C1- NOIJ-12-2004 11:48 (Pleue.!'J!. D.f uti it iUl4 sl'm at ,",ttom' I ADDltESS . #00 j~vAlr.4/Al h'1t..L-!S .0,2./ t/e .. ) .~ 'V.c::::- ~ I. W,", 1 iii.... 1 yitllo", r'il. e,l) "llplica!>1 \ LJ;GAL DESt ;lUPTJON (office Ole only) LOT I llL)CK I ADDITION FOUNTJ't11J HIf....l..S ADDfJ. OWNJ;R (Nam<) 1'10 ZS. 3(,3. 001.0 (Phone) (Address) BUll.DJ;R , (CompanyN4mept?,eGC.I.::vav rl,t;iUZ" ~AZ./N/'" ~.Z-. (Phone) ~/- 704-9"zOO (Contact N.nle) 1<A-nJ~ J?elt- (Phone) (Address)7J.3/-20 /9V€,A/O. #"'00. e..eNTe;~u..e.M"v .5~O.31i3 - " TYPE OF W ORK bI'New CaMtn1C:tion ODed; [Jpor':h ORe-Roofing ORe.Siding DLo'Wcr Level Finish 0 FlKplace 'dAdduion DAlteration DUtlhty ConneC1ion 0 Mlsc, CODE: OI.1I..C. O\.8.C, Type of COlls~ctioll: I II UI IV V A- D Oecup...cr GlOllp: A D E F H I M R S U I Di"ision: ,~ _ I 2 l 4 ~ PROJECT COST/V ALtJE $ .2. I . .2..=u::r OeJ (exclu<liDll...d) II hcrlfby (\'nll)' Ih III have Ii\J;.i;~~;'inr\ltm.mQn on Ihis appbcilllOIl which.s l(l thcobcJ! 0.[ my knowl1:clf:C' lrut' Ind con<<l. I aGo c~nify lhall.un LM nWfIl'T III llllhl)l'IZ..-d olIg1.'R1 fOf fhe .:l;b()\'\'.mcntJon~ ~(,I1Y And 11'&1 all CIIMI Will COnfDlm tl..\ all c:usln'\l: Ita.lc "nd loca.ll.tw. it.nd will plQClK!d In ~C(;)fdAn(C ""llh !i.llbmlUcd pl.lnJ I ilm "'Will' lt1althe ~ildmB , 11rticiaJ U t)kt ,ltfIS permit flj( just UI. F\1rtbt OIl', I hcrt'by ~I:r~ thai mC(It)' MfIClal ur ~ dC~I~I!C' m..y cnter upon f!lt- plopelry 10 ~tr'c(m nceded Insp<,"(llllni. ~ eOoO~~ ij~~/~~ i ~i~~m,!C . Conulc:tor's L.i(ense r-:o . O:ue - Ttm .., 1\\ ccmty tMl tl;c nqlf~~l ;';thc abtwc apI'llCelu1n and a~C,lmpaIlYIl1I( dl)(umcnu ".n ,1UOld"nu with Itle CIIY Z(J'lIn. Onllnancc ~nd mav pllJ(f:~d th rCt1\IVl'll'd ThIs (lo.1oCurm:nl whtn \1[:.01'0 l)~ I"; e,l)' PI"nntT <:'lllj'IIUl(.'$ j\ tcmp<:lll\rY CcrtiliC':lfC of Zunlng compil"n<<' ftnd aUowS C(ln~O\lt'hOl'lIO comml,!fl~e Befort \'IC,,'pimt"y, A CtrtlllcMII (If OCC'Upll'lCV mun IX ,,,,..., Sm. a rlIMlM. . r.--. PlMnlftll Di~,tc,JJ va ~ ~t 5,r.cial CondiUOIU, If illY 24 lIollr notic:t for nil illsptt(iO"S (9~1.u7-'JII~O. fill (951) 447-4245 !ii?.nn P.1l'r>It" rr'l":".Jr Av~"lll", Prinr 1.A1r',., MN ,,"\~7? I Permit Valua~ion ! Permit Fee i \ PI, n Check Fee I Stalt'SurchaJlSe i p.nalty I I Plumbing Permit Fee I Mechanical ~crrnit Ft~ ! SeWf':l & Wa :cr Permit Fce \ Gas FiTeplac:: Permit Fee C. -, (l I :zJ;'" nB, BllhJTilcUllil;lal ;;/'IJ~r'l.c;x:::;ll s 3S"! . .,~ 1\ s ::v./1. ., ~ /0. 4,-0 I I , I i 1 I S $ S S $ S Vou.. B\lildia& Permit WileR Appl'G"e.tI . f,j~( I 1I1~ I 1 I j 1 I Parle Support Fee LSAC I Water Meter Siz~5/8"; 1"; I Pressure Reducer \ Sewer /Wdter Connection fee \ Water Tower Fee I BUilder's Deposit lather \ TOTALDUE ~ # I s # \ $ , I: # $ # S $ \ s n.l.o4- 1$ .594-. /9 , \ Recei", No. t..( YOL! J Bv r:-: ,/' 1 j I I Paid I Oat. l~ '1'4-( k 1_ 3-17 . TOTAL P. 01 CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE, AND UTILITY CONNECTION PERMIT SGG- e:>A-- /Olq I. Wllite File I PERMIT 0 I :;:. ~;';l"'. N . 05: 6 ()<fZ- ., (Please ~ ~r Print and sip at bottom) I ADDRES1 'f../LJOo Fc""tf\lVl It//{ /Jr, LEGAL DESCRIPTION (office"", only) Nt. LOT (BLOCK I ADDITION p()C/,IiNI tJ 1-17 (..lJ OWNER! (Name) , Nt'^-" HoY'>cvV' O""'-l\rR.. , (Address) ! J6 3 5 ') , 16 fh five. fv IlUILD~ (Company Na"'~' (Contact ~ame) (Address) , q II 0 6ssc (' J::':v.e "I^v~ ~, Do.", W"S r"o< j" M...~ o"'"'v: e'-' la, CDv"' ty...Jor) (phone) 152.- 8"5<{- 5 00 0 (Phone) cfS2-'if'i'i!- 5/)6 3 l3Jo OVVl ,V[ do.... NN 1;5'12.5 \ I. D7.ROS- ZONING (ofIke use) CA- pm?'5' 3(PJ. 00 I. 0 (CO"flJ (Phone) 7t3-557-11I1 Plc/f"'\"~t-A, /VIftJ SSLf'lb TYPE OFIWORK ]5l1New CODStruction ODedt OPorch ORe-Roofing ORe.Siding OLower Level Finish 0 Fireplace I D~on DAlteration DUtility Connection 0 Misc. CODE: ;=!X'R'C' ~B.C. ~ PROJECT COST/VALUE S 13, 000, Type of Co rtion: 1 11 ill ~ B (exc1udingland) Ocaspancy Group: A B E F H ~ R U Divi.iOS1: 1 Z 3 4 5 lball have furnished i.nformation on this application which is to the bnI of my knowledge true and correct. J also ttrtifY that I am the' own...,. or authorizl-d agent for the .: property and that aU consnuction will conform to aU existina: state and 10callaws and will proceed in ....~_..:~._~ with submitted plans. I am awaft' that the buildinl ke this pmnit forjust cause. Furtherrncm:, I hereby agree that the city official or II dnignee may enter upon the property to perform needed Inspections. VV~~ T<; 00276 J 2-- Z'1- (ILl x Signature I I I I I I 1 I Sewer & \I ater Permit Fee _ $ I I ":fJ"~ """1'" , ' , I r ~ ~ '^, ?ffft----;;;;;:; lsUlldme. OffiCial - - DaM: Permit Vailoation 13.000. '2.. K. 10) /53.2.-4 6.9 Permit Fee $ $ S $ $ $ Plan Checl Fee State Surd nge , I Penalty I Plumbing] 'ermit Fee I Mechanica, Permit Fee Contractor's License No. I Park Support Fee I SAC I Water Meter SizeS/S"; ("; I Pressure Reducer I Sewer/Water Connection Fee I Water Tower Fee I Builder's Deposit I Other I TOTALDUE I Paid -..$ '7.5: -r7 I Date I. 10'. liS- Da.. II $ II $ $ $ #I $ #I $ $ $ $ 3QS. 't'1 I Rece?'tlt Q. By WI' , ~&''''3S ThIS IS 10 e~fy that the request in the above application and accompanying documents is in accordance with the City Zoning Drdinanct and may procl:ed as reqUl."5tcd. This ducumc:nt whn siant.-d lh' the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to __"...'_..u Before occupancy, a CI.1'1ificatc of ---~r~'-~ must be issued Plannins L>iRIctor Date Special Conditions. if any 24 hour Ratite for an insptttions (9!1i2) 447-98~. fax ("2) 447424!1i 16200 Eagle Creek Avenue Prior Lake. MN 55372 White - Building Canary - Engineering Pink - Planning ThO' ('..nl... tr lh.. L.Jr... <"ounlr,' BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NA~E OF APPLICANT APFLlCATION RECEIVED I , II, " Ii c;> 9- v -cj Tht Building, Engineering, and Planning Departments have reviewed the building permit ap~lication for construction activity which is proposed at: i , Ac~epted i Accepted With Corrections )C Del lied Re'riewedBy: ?K Date: /0/-;/0 V Comments: !=:.~..vprse Side for Additional Information! -- (,...,,.1 ~ ~ oJ . .u [-t~:-- ~ ( 'Or."::'V" , k"....,t)':'r"""oJ ~...S<!'~ r- '0 I ."", v~-r ""'.04- "''',ope...- ...,V"\-f..' 1 ..;.~ C .'1.-1./ -kfA-..IJo-",,--vt "....se~- 41. .~ d~<-v", Q~.., j..'#:oL . I ........_(1 de6 s~ ""'- ,/ I , \ r~""t.....c.-..._,. oJ .....- v s + !",e.. C>\/J P 1M> "e.d Cl\",e~<:: . , re...'t...(...e~ - /Z4-t~~.-.~ oJ -+- ...,...;>#t (I c..o-.s-l-v--'r.-f,fo ........ - Ct.{/ f-- [""3 l_..p....:_.) Dt2.fe:--T.~-f \ , t J f" v-l-. (, 4-y (V1 ~(1~.,."I-' 0...--. . ..-!- 9$'2 - </""7 - '78'2u "'<''' Attachments: 1) Gradinl! Plan. 2) Erosion Control Measures "The issuance or granting of a permit or approval of plans, specifications and corlputations shall not be construed to be a permit for, or an approval of, any violation of an) of the provisions of this code or of any other ordinance of the jurisdiction. Permits pre 5uming to give authority to violate or cancel the provisions of this code or other ord nances of the jurisdiction shall not be valid." ~ tJ~~, White . Building Canary . Engineering Pink - Planning .- Ttl~ C~nl", nllh.. I.ak.. Countr}' BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST N!,ME OF APPLICANT V!/XJJU<;YX!J ()%!t!i1;,u ~ AFlPLlCATION RECEIVED <;5-"3 -L/ - I T~e Building, Engineering, and Planning Departments have reviewed the building permit aRplication for construction activity which is proposed at: I A<,cepted I Dtnied Rkviewed By: Accepted With Corrections / Cllmments: I. 2_. ~,,,,, Date: IO}/~4 PP-Vl~ ~~ f ~ i!WK-rcHrSN1Lo CL'-'r C:d~. ~,!J/^-'6 ~K,~ p~$ 7D h/o/ j1,r~~ l?.s:- /NS~ h tI/# k ofC~ kre-.. ~ ItJPf ~" ,KJ~t!1J 10 ~~ 4, P~V'M I ~trRf'J r ~ ~ ;;h'1. Il~ FH~~(.J(.IZ." 5. P/4Vl45' &U~ ~~.,Jc. ~A.I 20' ALfMr 9;.,.; (0. PbIl(4~ A ~ k4~ ~ .." STTW-c;.~ b.J&rA/tr6L. i6 &/dIJ ~~ c.J-4u- $. S8~ ;J~ t~ f;:L tI~ .~~ S'f',€(.oJ'~ ';S6-<IC- A.IJ~ w~ v.J~IC-. P~t/J6- ~ ~ fJcA"'S f;tz.. NV/fG, 1l--'l6 ~ -'( . Jw"~s ~<fl:s ~ &.,....~(~ ( . ". 'he issuance or granting of a permit or approval of plans, specifications and clmputations shall not be construed to be a permit for, or an approval of, any violation of a ,y of the provisions of this code or of any other ordinance of the jurisdiction. Permits p 'esuming to give authority to violate or cancel the provisions of this code or other o 'dinances of the jurisdiction shall not be valid." ~ (0. (}.r~ F(;2..S- /)6IWl-;-~ t~ a)C AIOR LAKE DEPARTMENT OF BUILDING AND INSPECTION !1~~~~CTI9~~~~ ~E NATURE OF WORK 1'-16-..; ~~ Clft'">bc.l\Q..<:f- USE OF BUILDING t(?- NEW I I PERf..IIT NO. 04-. /0 Iq DATE ISSUED I" hI/!:)4 CON1RACTOR ~~. PHONE~~I."'ot~13DO NOT~: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW . 'THE PERMIT IS BY SEPARATE DOCUMENT I INSPECTOR DATE I FOOTING I Nt;; I /o-2a- t:Y'P , FOUNDATION (Prior to Backflll~../ 1 ~ ~., ~. PLARE N~eONCP~Js._UNTIL ABOVE HJtS BEEN SIGNED C~ vz,~UGH - INS SE~R {WATER I SEPTIC FRA ING ve- r; .fJ t2;i I" /6 ~ INS LATION I (4J rJ:2 'tr ~ ELEGTRICAL I ...., ~ /' / 1'/ v 1 I PLUfBINGOoe......VV",..,>.? l~ /~o/~91 1/?t{jDS HEA ING (Ifrequired) ./ PI;; 12/J/6-S- ( FIRE LACE I I .. . GAS LINE AIR TEST I V1'$ I Ihl M COVER NO WORK UNTIL ABO~E HAS BEEN ~)QNED , - !~~,lI0~lbL' I J.l:-1~ n"t I r!4/~ 4/q I .D~'f\j y\ /~ FINALS ) I GRA DING (Prior to Sodding) N e, Bin} () 5' BUI~DING pv~ 'fok4,b~ ELEC :TRICAL PLUI nBING HEATING :DO NOT OCCUpy UNTIL ABOVE NOTICE this card must be posted near an electrical service cabinet prior to rough-In inspections ~nd maintained until all inspections have been approved. On buildings and additions Where no service cabinet is available, card shall be placed near main entrance. P;E. Co ... 2/f ..0 1?$ (p -24.11 HAS BEEN SIGNED FOR ALL INSPECTIONS (952) 447-9850 J;bT TillE CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED (js i? S~ A-~T~ 4400 Pt9U,v7AuJ !I(~ IVt:J-' ffl/L(...,.....~ ADDRESS OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION ~INAL o SITE INSPECTION COMMENTS: ()k CONTR. PERMIT NO. rod- - (0 r ., I o EXlGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL f"L.4NNltI& -k 0lli~A ~:\.u. ~ , .~~z @ ~ \1 \~I \1 ~l, I ^33C II I, \ MAK 1" L " c I, ./ /' By ~ WORK SATISFACTORY, PROCEED o cORR ACTION AND PROCEED o COR ECL RK, CALL FOR REINSPEcTION BEFORE COVERING Inspeell r. 7 850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. OwnerfContr: CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl "'SHOT' RECEIPT DA TF J h~- Jos- CITY OF PRIOR LAKE 16200 EAGLE CREEK AVE., PRIOR LAKE, MN 55372-1714 Parks and Recreation j! 'f- Receivedo~ "'.,o~, '7'7"C I , j/..' ''in The sum of !'h,,~ - ff,." A. i__ L- /otl dollars For the purposcof t..1CUI'-- / /;.1/ . ;LLiL -ii 1/J.di:- !ia,j '- -l'1A ,~~, ,~. iLdiJ/ -11 Lj-/(J/'l (;, j.~ / SiD $ J. /),j() #iJ Refercnc~!,nvoi.C. e No. . /"1,1- Recqipt Clerk for the City of Prior Lake 1 , DATE nME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ~-17-C5 H,./ I I.~~ ~tr ADDRESS q ijoO FOuv1!, ;" OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION ~NAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL &4xiGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: f7.r.roU - () (" ~ORK 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! IJ<$NO" --------..-..-- . _._-_.,.._._-----~_. -. ".,-_._,,_..._.,,- CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS ~() OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION SCHEDULED &b~ \.\:\!'7 CONTR. PERMIT NO. ~UMBING RI 1:16' MECH Rl o WATER HOOKUP o SEWER HOOKUP )it PLUMBING FINAL }4.. MEcH FINAL COMMENTS: \, IftOU'~~~~ ~,.R_ "JfJ I <" r~ (\1' @~D ~ TIME 4- lot" o EXlGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o . n.r ~"U I ~D...\-.t.- Jt,,~ 'r--<!' r'),o:..k- ~\- e.. \ V 1IA.{lo,.~1h. +;'\- ducJ +s ~~) \~\~ ~t"'a ~ ~ ()~ o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED X CORREC K, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CA L 98 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. COD~REMENTS ARE FOR YOUR PERSONAL HEALTH & SAFEr:,l """"" ._-_."-----"_._-~_.-...__.- CITY OF PRIOR LAKE ;:ftt'; ) ~:;;.,.,L/ TIME INSPECTION NonCE LAHEDULED /'7''77' rYtlt' ~1'1~~A.. ///6 d-, ADDRESS OWNER CONTR. PHONE NO. AfOQTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION PERMIT NO. tJ-I-/O/j? o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MEcH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMJilNTS: /f:~/)..,.../er /~k~ ,-;2r'/ x /2"" -/ /.,2) ,#"--.)" .~,/;.~, ee, -.1, ..1/ - / fi~, / - /! /0 #, /1 - / h <I J. .v - ./ ,# -/~ C / {]/ hil~d~ /0/".1- t;';;~ /c:r.i ;1r G,-/ ~ /;J (,/,1, ~ ';l./ ~- ~J /1 . (3)= c;;;/ .,4~ ?;'.rLJ"t.',L,,~- 4 4// /d',1.~ . ~ /'l;",.-.s /- Apd d,p~~.. (!",Lc, . 4b/e ~ .1f~i. l;(I_/ho,d~#~ k~? ~..t./t;/ ..l-~"c ,-*i7AS c'",....,.S;. /<!, , , cD(L A. WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, ~~L. FY"REINSPECTION BEFORE COVERING Inspector. H~ Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl INSNOTJ ADDRESS q/,/OV ~ DATE TIME SCHEDULED ~3h- kv II! 4" ~ #://)' CITY OF PRIOR LAKE INSPECTION NOTICE OWNER CONTR. PERMIT NO. 0""-- /?3/? PHONE NO. o FOOTING 0 PLUMBING RI 0 EXIGRADIFILLING o FOUNDATION 0 MECH RI 0 COMPLAINT o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI o INSULATION vycr< nUU"u~D FIREPLACE FINAL o FINAL 0 PLUMBINu ro"'''~ ~dNE AIR TST o SITE INSPECTION 0 CH X ~MMIWTS: /.;.~ ~/r~j/~ (!,) /rCJU ,.;..j p f5,q/;;ur;~4~"-, S/) )/I~ v.1 d ~..i/f>e J;:;rL~,.{/:;/e . -/!'o_....J. / 1)/)#6.-, /"0'-'/ ~ _ ~;F .fr~ au" Wd/ -~ Pe;.-J I (f>- . ,60.1 /01: h9 - /-- L2) A,"JL/,~l /Z;o~ :n-u.$J ~~o4c-~/~ I--pr'''''~r ..~~~- .g-,>~ {~y ..iSl"'OG'':'9 r:. 40 tfc,~ r;,n/ -/ *<->55 b.d ~~ . , I rj;?,;J ,_);4"'....~~~ & 4<..1/,-(: 5k)Y1-i/~r /z~q_/SLJ-ec::;S_ ~ t./py,^W ~~4'/qhCe-S /?aH- 'Yo;::! /":,,, j ~ / rdO P ~Yvf.s ("'...5 I J o WORK SATISFACTORY. PROCEED o CORRECT ACTION AND PROCEED ! CORRECT WORK. CALL FOR REINSPECTlON BEFORE COVERING Inspector: ,JI~ ------ Owner/Contr: CALL "7..9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE, M CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ INSNOrl @;-~ DATE nME CITY OF PRIOR LAKE~. ,/. . / ._~..on<" . ,,~OO,,' -?/.zJ/Cl5- j/'760 ~~h~h g/~ ADDRESS OWNER CONTR. PHONE NO. PERMIT NO. 6'</' - /O/P 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 GASLINE AIR TST o ~ME~S: / _. Jd ~ . J 8.) "'//ot/;d€c '4Ael"'n~T . or LJ~""G" 7- .~ S/h"b-Lkr J!),~_ -'"","'~'#<E?H~:;'1.Y /~ ;-tP~:;I! rh.rt- k// :.i, ,J~Ad" ~,..O-- ~~ C-c>rd,.-&J /0 '/....:~~.. is- ~~ /J"I Ii // e:) .//tJ/.,/. ell.. e. ~/J//;' /c/t'r Ae.e;. ~-J;.. , :7fr a-.. </ (""/eY;-<r-VfC-/?\ a"kJu"Z.d KTV ",..I'd cLc..~~oY/<.. @ MQ.JlcIe . ~r/-/-1.. ~A r:C/ . '&e:J /~ k ~~'L S?0/Q'9L. Y.x>__ . /-,L'// 4ve rO"l"or~ ;;uer ~fII!L,,~ -'d; ,; ,.....l. o WORK SATISFACTORY, PROCEED /.. .-L--. c:fORRECT ACTION AND PROCEED C c:7q ~ORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector. , ~ ~nerIContr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI INSNOn ~ SCHEDULED -}4~~ j/c/tX) ;;e;nJ.A 'd/~ CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION CONTR. PERMIT NO. o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL DATE TIME w- //?/Y> r o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL ?ASLlNE AIR TST ~7,/ ~,.,., ;.-: it;> ~ ./~MME~: . / ~/ / (jJ hcw/d~, ~yd.v'cJ '. ...tPelf;re /"',~/z///{'4.e /qj-/'rI -< ~) hie ~~/ ~~:/ J /'/'\.er /oO~ / //.r/ r) ,(,/, / C"Ft( rftv" "K.</~s>>~~7;}o____ /' o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED ACORRECT WORK, CALL F EINSPECTION BEFORE COVERING Inspector: . Owner/Contr: CALI. ....7.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE, CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI ^----_... _._-_._-,._----_.".~-_...- INSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS c;V t)l? OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION COMMENTS: n ~},(~- ~~ SCHEDULED ~ -T;~~ -1-/.(/ ~~. CONTR. PERMIT NO. iELUMBING RI MECH RI 'A TER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL Wo TO de.. "- tt')\ o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o ~ o WORK SATISFACTORY, PROCEED )\CORREC TION AND PROCEED o COR CT ~K, CALL FOR REINSPEcTION BEFORE COVERING , 1\ Owner/Contr: CAL 71850 FbR THE NEXT INSPECTION 24 HOURS IN ADVANCE, ~ENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS Lf400 OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION COMMENTS: I. SCHEDULED ~ CONTR. PERMIT NO. p...s(UMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL DATE ( ('2-/0 S- , f-! ..If <: TIME c{- /01'1 o EXIGRADIFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o t....I,.~_ ./ ~RK SATISFACTORY, PROCEED o CORRECT A ND PROCEED o CORREC 0 ALL FOR REINSPECTlON BEFORE COVERING Inspector: Owner/Contr CAL '-ilvi FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE ~IREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFE;! INSNOn CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS t.jt/oo J.(. iI "i r::;'A< 6;.. OWNER DATE nME I~ PHONE NO. CONTR. PERMIT NO. 4 - 10 f <r o FOOTING o FOUNDATION o FRAMING _ I }l=' INSULATION \i.rhfoJ\ o FINAL o SITE INSPECTION COMMENTS: o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL IJJJ.S l-" ll~..li"'~ ~ V o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o ~. o ~. K:..... AN1A t'...~ Roof \..rv..r I. Bnsu.,L ha..... L- R~ ,,1... ()Lt~ o WORK SATISFACTORY, PROCEED o CORRECT ACTION ANO PROCEED X CORRE ?!2' CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALL 7.~850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE, CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SIIFETYI /NSNOI' / o/-J~~1 nME CITY OF PRIOR LAKE SCHED~ED INSPECTION NOTICE ADDRESS Llt/oo ~ )IA~' IJ~' If , OWNER CONTR. PHONE NO. PERMIT NO. tf~ 10 (1 o FOOTING o PLUMBING RI o EXIGRADIFILLING o FOUNDATION o MEcH RI o COMPLAINT 'll(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 ! ~ CO~ENTS:. . ~ I. ~~uk ~S R,~ ~kl rt- Crk.v-U7"....A. ,'~ S~C'l'J ,'lA.s/:la-dr'c'r/[s,. a.f ,''''h(~ ,'....~. . ~iJ4, ~-UiC- (4rF'-- ! ~...."~L dM~ .L lJ~i~, 0.'(... (4 \AIr::!, -fi:~., lli~ ~'-'. ~ (l..J ~{<-<.\.C "n\ CJ 1...1: f-o YJ {tr l~ cfh. (I1.')I/;~ u)~b \3~ ~ ~"~QAtNJSS'~ h. It...; (;1 tv......, (,.. hA C~) (:E>" ~ f.::,p..-..-- t.", ~4'o.da h, r=\lnrU~lwt to~ t~ ~DI'J ~ T~ ~~ I~ ~""IA~ \~c. r'nI1 T")R\ q~ 6f-q tll!,.l~v.a.~ ,'/11;1). b.J;;NI ht<:o(<1~ 10, C:~ t1a:.P , o WORK SATISFACTORY. PROCEED )If. CORRECT ACTION AND PROCEED o cORRECT~. CALL FOR REINSPECTION BEFORE COVERING Inspector: (tV Owner/Contr: v CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE, CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! ""'"''' DATE nME CITY OF PRIOR LAKE /'1(0104 INSPECTION NOTICE SCHEDULED ADDRESS t./l/r-n ~tc... .w;((5Z OWNER CONTR. PHONE NO. PERMIT NO. (1- laIr o FOOTING o PLUMBING RI o EX/GRAD/FILLING 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 SITE INSPECTION o MECH FINAL COMMENTS: I I 'I <i ,II..ICJ. V., r; kL r "'Z- , - .. .. o WORK SATISFACTORY, PROCEED .xcORRECT ACTION AND PROCEED o CORpgE CALL FOR RElNSPECTlON BEFORE COVERING Ins peete : 1/ Owner/Ccntr: C ~'9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl lNSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ~ TIME ADDRESS <-{lioo ~...t. Ii.lf Dr OWNER CONTR. PHONE NO. PERMIT NO. if, 10 I? o FOOTING )(PLUMBING RI 0 EXIGRADIFILLING 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 E3 ~~uM"ING FIN,.;~ 03-GASLlNE AIR TST o SITE INSPECpcnr-::: 0 MECH FINAL 0 --......... '~ COMMENTS~ ~ l)'~cr~~ ) ~ ___ V~'St!1.1_ ~ I. Iltr- ~~. tbU fhrI.. OlA.\ "4.!:-- TiOr , 6 I?k ( -res- Q,~ o WORK SATISFACTORY, PROCEED o CORREC C NO PROCEED ~ CORR T we LL FOR REINSPECTION BEFORE COVERING Inspedor Owner/Contr: 50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE, ..;.. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl 1IiSNCrr' CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS L.JL{CX) OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION COMMENTS: ':00 AA 1/;00 AM ~ DATE TillE SCHEDULED ~ r DlJv...\tt.....- \\ I II CONTR. PERMIT NO. o~ - e>oo7 o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MEcH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o ~~ 2.tJ1 ~RK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT CALL FOR REINSPEcTION BEFORE COVERING Inspector: _ CALL Owner/Contr. n-tIoR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQ lREMENTS ARE FOR YOUR PERSONAL HEALTH .( SAFETY/ lNSNO" PATE I /,- .. ''1 '. II.' TIllE --- DATE Tille CITY OF PRIOR LAKE '7 I,.,.... J 6 INSPECTION NOTICE SCHEDULED ~~ ADDRESS ~() ~k.c1A... ~;\k rJr- OWNER CONTR. PERMIT NO. ~I '{ PHONE NO. o FOOTING 0 PLUMBING RI o FOUNDATION 0 MECH RI o FRAMING 0 WATER HOOKUP o INSULATION 0 SEWER HOOKUP 'Q'FINAL 0 PLUMBING FINAL 1:1- SITE INSPECTION 0 MECH FINAL ., COMMENTS: ) J.....Brp- Q.~ ~'Y <:?IGIJ .~" ~5+ 3..:...ZrlUio.... La.....J<:..~ ~ ~ ~",,"4.A ~ 1.. ..P~ ~ 1',^$pa"~ilM.. ""- ~""\I...J.... * 4v'St~ ~JW,:+- 0- S.''9V'1. )lII.S~A...AvL ~ ~ 5. p~ PI.."" l... ~^,.. 1c:.1..~1'j I t:... ~ -* ~. Asbu.ll- lI+;Ii\~ r~ Olq(-- ~"'C' {1"f11: \.fI C... 1.25~ ~ 10'&9 ~~tR~ "tJ .\.l., Ol'\.~ ~ t>..t"" tnk." f".~ ~ ~~ q.....dP~~. ~rlN.1.~ (.~~ ,I.\. fl"'"\...:N. /,J- a.u.J. sko;v..--. :t "I. Poll &:sa.... L....Ll.u- ~t<LJ\P------U (0. C!......;"Wc.. SC;'Wf.'.....- ~ tcx\):- ",U.(J' tr,="",~ ~'Pi: 11. hdlll! 'f....\..... 'i;.:J./I./<r~~rl~ \.t/tr I L. r ,rt.tf.ill"" i.-: I.J.,"b r o WORK SATISFACTORY. PROCEED *" = For Tc...o.Y' <l..J:O o CORRECT ACTION AND PROCEED o CORREljrRK. CALL FOR REINSPEcTION BEFORE COVERING Inspector: r n:> Owner/Contr: CAL .447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. o EXIGRADlFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ t<~ l:;,.- ~~J..DO..... INSNOfl ~ l<vt 114r~!~~~ I - , \ CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS L14ro fh-ML OWNER CONTR. PHONE NO. PERMIT NO. D FOOTING D PLUMBING RI D FOUNDATION D MECH RI D FRAMING D WATER HOOKUP o INSULATION D SEWER HOOKUP D FINAL D PLUMBING FINAL D SITE INSPECTION D MECH FINAL COMMENTS: DATE TIME I~ \.\;\ (C L.I-IO\q D EXIGRADIFILLING D COMPLAINT o FIREPLACE RI D FIREPLACE FINAL ~SLINE AIR TST D W 1n,. ,.9-\ fioRK SATISFACTORY, PROCEED o CORREC~AC N AND PROCEED D CORRE R . CALL FOR REINSPECTION BEFORE COVERING Inspector: \ J Owner/Conlr: CALL.lt7~ FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. lHSNOfI CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl .- CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS (/(f ()(j OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION DATE SCHEDULED ~ ~II~ H tf( c; nUE \ CONTR. PERMIT NO. o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR Tllr ,11: r;." S;.1n... ~ ~ ' '-.. ~ ,'tA.yri,'aA ~ /5:i\ ILl Q . I ~~ c:;~, - L.J- +Or- j , , Dt-~. 'i~. c....J -./' "-':" 'I/,tu <. n..... O. ~ ~ JJ!t:.~ .r ~t5€~ '\-es;f 2 '''';"'L Lwsr ct \~" r~ o WORK SATISFACTORY. PROCEED )( CORRE A liON AND PROCEED /0 ~R CT RK, CALL FOR REINSPECTION BEFORE COVERING Ins . Owner/Contr: OR THE NEXT INSPECTION 24 HOURS IN ADVANCE. MENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ """"" DATE TillE CITY OF PRIOR LAKE 3/,tJlor;- INSPECTION NOTICE SCHEDULED . , ADDRESS iLl! m ~... J.kll [)r- OWNER CONTR. PHONE NO. PERMIT NO. o'l-{{)Jfj o FOOTING 0 PLUMBING RI 0 EXlGRADIFILLlNG o FOUNDATION 0 MECH RI 0 COMPLAINT o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL ~ FINAL 0 PLUMBING FINAL 0 GASLlNE AIR TST o SITE INSPECTION 0 MECH FINAL 0 COMMENTS: ~ulJ'00-..A fOr- -r;,w..p Q,of () I. I.d-..... "'l...F {\te.ll~L( L-OG ~r IJI/\ f,.,. ,:c.I~ - . ............ "'"" - pr~.. r,,~".......nk+;;-. 1'2.."~...~ ~r. <"h...;~ - I ~Ac: ~~ ~".U~IL\ ..-....J.A_l ArrJipArp( ::l. c::. ~ ~1(,'" V"'...^":~ cJ 4 Vk k MP\-..i'c. VIa...... ~ 3pr,'\Lld..l- Wb..... -C... ~...~ ~ V 1...Sts.t- ho\...",., ----L~t_ l1dt- (k~ o WORK SATISFACTORY, PROCEED o CORRECT A N AND PROCEED o CORR WO, ALL FOR REINSPECTION BEFORE COVERING CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! """"" CITY OF PRIOR LAKE INSPECTION NOTICE DATE nile SCHEDULED 11-:1'2-oq ADDRESS !:/ llm OWNER Fb...~ 6(.;[l (' CONTR. PHONE NO. PERMIT NO. ~I/:r o FOOTING ~LUMBING RI 0 EXIGRADIFILLING 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 FINAL 0 GASLINE AIR TST o SITE INSPECTION 0 MECH FINAL 0 COMMENTS: k)eet? U -G::. .Oc.J.~ tJc,,~ v() I. 'f)e'o "\~ \~^r""", b..rL..tU G '\ 2:~vi;l f2. t Vt'~ o WORK SATISFACTORY. PROCEED ~ CORRECT ACTION AND PROCEED o CORREfr'}'ORK. CALL FOR REINSPECTION BEFORE COVERING Inspector: . Owner/Contr: CAL o FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE, 'IREMENTS ARE FOR YOUR PERSONAL HEALTH" SAFETY/ INSNOn CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS (t! CJ() H,-Us ~~ OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING _ ~ ;Il[ INSULATION" f.> o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: DATE IO~ TIME cj - 10 i''i o EXIGRADIFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o /wORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o COTIR,WORK' CALL FOR REINSPECTlON BEFORE COVERING Inspect : l' . Owner/Contr: CA ~ 8 0 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH <I SAFETY/ I 1-__ INSNoTl DATE SCHEDULED {~ .J;;tA:.. U,{ (S CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS (/C(oo OWNER CONTR. PHONE NO. PERMIT NO. ~OTING 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 COMMENTS: \2..t~ 1. , TIME y - /Ot9 o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o ~RK SATISFACTORY. PROCEED o CORR~~ :l'ION AND PROCEED o CORIJ!;:.{'IfALL FOR REINSPECTION BEFORE COVERING Inspect, r: I! / Owner/Contr: CAN. J7..s1s0 FOR THE NEX~ INSPECTION 24 HOURS IN ADVANCE, CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! l/'tSNOn CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS Y;1Jo DATE nile SCHEDULED /tfb~~ ~-'1~/~ g/% ~ OWNER CONTR. PHONE NO. PERMIT NO. ~</-/o/? ...~ rvUTING 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 TST o COMMENTS: -/ ~ . z,.:r~r,oy $. /";A ~,r-/ ~';'~_ ~~~) //1..,.,. //.,,, @ ~,/~ I...> ,oh .~'Vr~ , '''T 1le -f'~rJ ~ / .-Z~-j-4~Jc,_ ,,-4 -:.... ,/'c:>,-y,;r ~ ---C , ~ORK SATISFACTORY. PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORKVR REINSPECTION BEFORE COVERING Inspector: ~ OwnerlContr: v . ~/c CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE, CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! ''''''''n CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS 'I<(CD OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION COMMENTS: DATE nMe SCHEDULED ~ ~lk.t...:. , U, Ik CONTR. PERMIT NO. o PLUMBING RI o MEcH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlN~T )4 '"':Jdwo .()t'}- ~s:r-""",- ~ / ~RK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o cORREc , CALL FOR REINSPECTlON BEFORE COVERING Inspector: _ Owner/Contr: CAL 447 50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE, ~ CODE REQUIREMENTS ARE FOR YOUR PERSONAL HIULTH & SAFETYI 'N9N0n CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS OWNER Nc.v uq Of) --- --fr. -!aL.,-...J . CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING g.lNSULATION /fJ. FINAL O' SITE INSPECTION o PLUMBING RI o MEcH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: I. lj' ~I ~,~ DATE TIMe (,/zl(/o~ , , j.(u.....~ 4 - /D /9' o EXIGRADIFILLING o COMPLAINT o FIREPLACE RJ o FIREPLACE FINAL o GASLlNE AIR TST o o WORK SATISFACTORY, PROCEED )iCORRECT ACTION AND PROCEED o CORREC WORK, CALL FOR REINSPECTION BEFORE COVERING Owner/Conlr o FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE, CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! JNS/'IOTJ CITY OF PRIOR LAKE INSPECTION NOTICE DATE nMe 112~t~ ADDRESS...!1:ltX> ~l....... /...l.II" Dr- SCHEDULED OWNER CONTR. PHONE NO. PERMIT NO. 4- 10(9 o FOOTING 0 PLUMBING RI 0 EXIGRADlFILLING o FOUNDATION 0 MECH RI 0 COMPLAINT o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL b(FINAL 0 PLUMBING FINAL 0 GASLlNE AIR TST 'b SITE INSPECTIO;?, n ~ ~AL 0 COMMENTS: ,'"P~q" J of'?- ) . C11k..tt, 1-1.1 .1 ;"'r J..u~ ~~,.It:.\ f;of>R $oOtilA~Qt-~de...... I.\-~I~ v r 2, l=)",.().\ Gtc.ol. ""rPt~\/..J..=-b:&ro c::-__~. i LErlu,b" l..a.vdSN't"- a~JO./'r1h ~ p~r /4i.frt>J.Ifd-t. 'er(tt:>~kt. ~I~-L n--of' ~ o\';jl.?5. 'R,,-~ RcoV h,p l),^i~s. +~ IAA...-&~ +H",",,- Ctl~ ~ tr>>'\.. t... J\.Il\ d"'l.L\\A ~\K. ,,~\h ::z,_R..!Il,~~ ~..l- ,lir\.. ~ In\.. <i1.,.1a- ~"I c.. 0,0 I<;:'Sue.J--+a ,l$uJ~' ~ o Wo;'; S];:ISFACTORV, PROCEED o CORRECT TION AND PROCEED )(CORRE ALL F R TION BEFORE COVERING Inspector: Owner!Contr. THE NEXT INSpeCTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! "'.'OT' ..1-.___.__. ,._---.,~._-_.__....- ._..~_.. DATE TIllE CITY OF PRIOR LAKE ~ INSPECTION NOTICE SCHEDULED ADDRESS '-I4{;O -f,;/llll \.0" "'- 4.il1s I)..... OWNER CONTR. PHONE NO. PERMIT NO. 4=au- ' o FOOTING o PLUMBING RI o EXlGRADIFILUNG o FOUNDA nON o MECH RI o COMPLAINT o FRAMING o WATER HOOKUP o FIREPLACE RI MNSULATION o SEWER HOOKUP o FIREPLACE FINAL IHAL o PLUMBING FINAL o GASLINE AIR TST o SITE INSPECTION o MECH FINAL 0 COMMENTS: ?~ ~ eP2... t~.. ~~ fl- or>P-"~ "~"~".1 ?6~ -4 Owner/Contr. CA L 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE, CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! /N$NOn I I I I I ........,.--_._1 .. Ql~rfifitzd~ of @uupzrUt\! CITY OF PRIOR LAKE ~rpnrfmruf of ~uilOiug c3lusprdiou [] Final Permitted l&t Conditional e.O. Expires ~<-\- I.. 2~ T 1;.'1 Certificate issued pursuant to the requireme11fs (~f Sectiofl lID q{ tile [ I Re.'iidential / U International B :tilding Code certifying that at the time (~f issuance this structure was in compliance with the various o 'dinances oflhe City of Prior Lake regulatill{? buildin.g construction or use. For the fallowing: COMMERCIAL 04-1019 U;e Classification Bldg. Permit No. VN C4 o ;cupancy Type Type Construction Ll, Bl, FOUNTAIN HILLS ADDITION Zoning District L :gal Description C mlractor's Name & Addre.~s ROSEWOOD Site Address CONSTRUCTION SVCS., (Jh-- C;ly PI",cc 4400 FOUNTAIN HILLS DRIVE 2340 N. LEXINGTON AVE., ROSEVIL: ,,5113 o Nner of Building Dlte: ROBERT D. HUTCHTNS ~ /Z,<,k~Ui]ding Official I . .TANR KANSTRR Date: " Thf'(-f'nlf'roflhf'l.ab('ounlr, White - Building Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST W ME OF APPLICANT -t!;\J.fl.J/(;/'~J AF PLICATION RECEIVED g - '3 - cj /' / .b11;rLc ~ /.;(-S Th 9 Building, Engineering, and Planning Departments have reviewed the building permit ap ~Iication for construction activity which is proposed at: Ac :epted ./ Accepted With Corrections De nied _ Reviewed By: _ ( ~ fh /~ Date: tc> I 7 /0 V Ccmments: ~~~ "",,-,-L-i tJ ~_ ~.,.t<f ~..... "_A.,., J.'~~k~ .~ ~1t ?~ ~ r--.k V, <011., f'>f IS~~P.~' 1 ()\-Ll~ ~. -'-'i*1-'~~ 1J _'i5.-/J)~ _v::/::J'f, 7.- A-1 _R-12- +r"l7r . _Jt ~ ooM_.ctn T ~~. "~,n ~ ""JLJ "T 1e 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 ar y of the provisions of this code or of any other ordinance of the jurisdiction. Permits pr ~suming to give authority to violate or cancel the provisions of this code or other Of jinances of the jurisdiction shall not be valid." NEW HORIZON 4400 Fountoin Hills Drive I~mm_~= , ,r;::(I I '~ I ~- I ~ C _ ;:;>L.., .;?' c~ ~ ~ ~= I PRIOR LAKE, ____f\ I -I I I MN. _.-_v ~ I~- @ @ @ @ -~= @ I --. , i~ @: @ "" ':; @ @ 1L n.s>-.-r5 n.s>-.-r5 { :5 r I~-/ ZONE LIST: 1. WET WATERFLOW 2. DRY WATERFLOW 3 LOW AIR 4. GATEVALVES 5. P.I.V. 6. FRONT DR. PULL 7. KITCHEN PULL 8. PANEL PULL 9. KITCHEN HEAT 10. N.W. SMOKE DETECTORS 11. N.E. SMOKE DETECTORS 12. S.E. SMOKE DETECTORS 13. S.W. SMOKE DETECTORS 14. ANSUL SYSTEM 15. NAC TROUBLE (i) HE... T DETECTOR @ PHOTO ELECTRIC SMOKE ~ HORN SlROBE i:QJ STROBE ~ MANUAL PULL 5T... 110N \ General Security Services Corpcration 9110 Meadowview Road MinneafX)lis viN 55425 Tel: 952.8585000 Fax: 952.8;, ,OSI Schedule of Equipment Proposal No: Date: Designed by: Robert Kilian Pricing valid for 90 days. 6029 10/22/2004 .- .' Work I.ocation: : New HoJizon - Prior Lake 14400 FOl ntain Hills Drive NE ! Prior La! e MN 55372 , IIIJIRlllnn 1.00 1.00 1.00 2.00 2.00 1.00 4.00 21.00 21.00 1.00 2.00 2.00 10.00 13.00 2.00 7.00 1,200.00 2,500.00 2,500.00 1.00 1.00 1.00 Bill To: .k'.ii_......i..lnll IN.'NIm1hlll SK-5208 SK-5217 SK-5235 GS-480879 GS-868081 SK-5495 YU-NP18-12 DS-DS250TH DS-MB2W CH-604 SK-PS-SATK Fire Control Panel, 10 Zoneexpandable to 30 zones Expander, 10 zone for 5208 Annunciator/Touchpad w/LCDfor use w/ 5208 series panels ~ack RJ31X 8pin block Cord RJ31 X single connector Power Expander, Fire, 6 Ampfour notification circuits :Battery, 12V 18AH782123 !Smoke Detector PE spot smokew/ Thermistor Smoke Detector Base 2-wire Heat Detector 190deg. fixed Pull Station, SPST, single actkey reset Locations: Mech Rrn :Oirectors office SI-STIl230-R Pull Station Cover, w/spacerNo Hom, clear wired label WH-RSS-24MCW-FR. fire Strobe, Multi-candelaI5-IIOcd,sync w/add, #129400 WH-AS-24MCW-FR Audible/Strobe Multi-candelaI5-llOcd, 2-tone,3dB, #129024 WH.DSM-12/24R !Sync/Modl, Sngl. Cl A, #1263740r Multi B, max 20.3 amp EPG-FlRE CONNEC l2onnection to switch providedby others, incl misc fittings CB-16/2 FPLP NS FPLP plenum solid conductomon-shielded #241602 CB-18/2 FPLP NS FPLP plenum solid conductomon-shielded #241802 EPG- TYPE I WP Wire Pull, Drop.tile ceilingup to 4 wires EPG-PERMIT Permit, Electrical required bystate law EPG-FlRE PERM.2 Permit, fire required by AH~>8 devices EPG-LIFT 20/IDA Lift,20ft platform,rentallPer one Day w/Delivery&pickup EPG-SUB LABOR Labor for Subcontractorlnd. Security Solutions EPG-INSTALL LBR ~abor, installation Total(AR'licable tax net included) It is the respoosiblity oftre customer to provide all AC powercormectcrs and/or oUl:lels neec:rd on dedicated circuits if necessary. If appicalie, all sJ1'inkler a1anu and sup:rvisory switci es are to te provic:rd by too customer. ]f any additional equipnent or ~rvices are required by the persoo(s) havingjurisdiction, (e.g.; Fire MarshalL Building Inspector, etc.), th : costs will be iOCllred solely by the customer, including any pennits or inspection fees. GSSC is able to imoice in-progress imtailatioos. This Scredule of Equipment is incc JXlrated herein ~ reference into the Agreement between the parties. AI] terms and cooditions of the Agreement between the parties smU apply to this documert. "':nature/GS5.C Date Signature/Customer Date L ~------, <7 r::.--' J r-----t-, - I I' II I . ~.~ ~ ~----_T-jl.L 8~ ~ ::J I , I I I I I I I I I I I I , I ~ ~ I@ool I I I '-------- . ... IRAVING NUHIERt r..\~.It\.-=-~ pgn;\Tlrl'OI ~~\"'~UY1Qir7fTNDAYr.ARf:".F!:D .Job .' Jl . Jah No...... ..... I-iftrI"t'IlJ'l "".... Cn.,.... - ~tw' Ltlk... MM, Drown bY' Sysw... Slie. ~. -'-I:i T..JdAL ~ ,..~ HOod It I S' '1' L.ong K W-V'* K Z4' IIgh ~ser . 1 S1z.J ~ x 9. r---------,~---~ I n II I ~ wi' I I II I I . f _ _____ I 11--' II I II I I 11....___...J ...._________J ~ - nELJ PIPE \lRIIPS AS SKl\IN SLEEVING. ELJOVS. TEES. PflD NIIZZU:S SlJ'PUEJ BY CAS _ ...,.. "~"'TE ,........<< If' n.O.., PATTERN IS ILOCKED BY SHELVING. ~ "IIIERS. ETC, - MAXIIUl , ELIllWS IN SI.I'PLY LJN[. _ IlINDlJM 72 DDlES IF A6ENT LINE rROH TIlII< TO flRST NlIZZLE. _ IF API" '~I"~' ~, PIlE-PIPED OWUROILEll DllIPS ARE: SHIPPED LlIISE. _ rACTORT PIPING EXTENDS A 1lAX1MUII IF 6' AllOVE THE: TIF IF THE: HIlIJIl, _ APPltAI<<:E DJMENSIllIIS LISTED REPRESEHT Tl€ .,. " · SI.Jlf'ACE SIZE, IIJT THE OVOI/ILl APPlwa: SIZE. _ THIS f'1RE SYSTEM CtH'llES ItIITH u.L. 30ll RElllI"""""~'TS IIIIDlIll ;L!II L.L.LSO- f'ACTDRY PIPING 11M ..... --u.s- fiELD PIPING 03 ~irJ.. Factory Pre-piped For: New Horizoo Child Care 4400 FOImtain Hills Drive N. Prior Lake, MN 55372 Final Hook-up By: Northland Fire & Security 4445 W. 77'" Street, Suite 125 Minneapolis, MN 55435 (952) 893-0905 .. , Ansul R-l 02 1.5-gallon UL300 wet chemical tire suppression system Total flow points required: 4 of 5 available. 03/24/2005 15: 04 5515311500 ROSEWOOD PORTFOLIO 1'1..... 2405 10:..35a SIGNS UNLIMITED 763478203<1 U~M"~~ H""~ .L". roon.,;... U:>It:... .U~ 11:''''W,''10 UIIUI . : ,~~ 1~1t~.~~ 1 !EMmI1I,' . .~ >- t{7i'~ ;eF0.,: ,r<;;,i .~ J:.:~=;ElkRw-''''''''' (:EMSTONE PRODUCTS COMPANY ,,~,=':Q;'i.;::,.,~~";\<)" V """M.351 ..can).....lI62ll '.202$C:9ITflIiPOlNTE9lV1).SIIne~~.' ...! .:. 1~Il8"s1a,:::..!;:;'I";':'.' .' . ,. ''-' -.", ,MelDOTAf1EIGHTS.MrU!l120 '., _"oIlMN:". ' ."..c. ';'1 ""'........, on.t'll_I.oIce''', , " _C_Dl_Q~'(a")_1lIll!Q '. _n.",...tv..'i~(IlBr)OS~O'9'"'' IlGI,9l2,j11l ";l:.eoo-Al'<\:\II71I"., "" , '."/' ; ~"'~. "'_ '(&61) &eaeS2tl ... . AIlIIli!.''''IlO 4!1~... l,. ", .....::".""R......N..".'.... ..... -a'" 'i~I~10 .---. ':'.:". ."".i, ~.'''I,.lRt.. ...."er.'k:"~;_~~~'OS. ",' ',' .1" .,' ~*r.S .. eS1JDOI-1Sao ,,~'i._. La_cty,.... ~ ~~. 'RadW!fto,.~~" '.: AJlk&Pl q. .OQ.;JJf5.:'.Q38 .,' ,",. ' 1 IlONE J '~D55,1~1' "' IA~ .:;. I ~~~;!0t"r,' I ~~~10l1~',e 1lf!'~IUllllKi~'"il~ I ""'~Il,~~~_'I' .~Yl!~.GI~:-~!V~,~~N"!;;i " , " . ,","..;; "; . '. '. " .. " : . I. I": . "', .': ~..,,~ ,. l ,NG.'I:f; ~""CONC~ETE M~Y CAUSE BliRNS TOl::tc.~ AND SI<IN!.:i':'~9i~.f ~!.~~ ..l~!!;!s!'i~ ~~...R_Il.!~ TE~AL SAFETY DA 1~~SHEET. '.' 'f ::~'f~~:;;:1 ....~ft" ..gdIt..o.....n.=..,..ict:lJDlllllt.,=....~ y.,1ftUcI,...~.It.I~./:. " ' /':" :l"I.o~",: ',. .'~'~ ......,..=,... .....,.-.-,.,......... ...".,.,."". ..1.' : ,__...,.....,.t... ... .......,~a.:,'.,':r',.~.~;,;I:, "I ...,.~~ '~'_.~:;: ..r~__ ..w"...~__. .b~~"'~","""" ;',. 'J,.".:,I,I',(.:. :. -...:DQElWott , . ..ra'....~__....,........~ . ' . ' . ',.:';i'. ,_ ',"'1;". I .. 1l~~1 ,.l'iftIl!n'~1firII(lI'''''''.. '.-. _~f_."'.._"'~ ',', ."",j,':I~';\'.."'J~""'?'\"'" .....' "'r ~..~' ~~~~-::~...;.. . .... ....._I.'w..1l!R..,."",AT~IlB1EST(GOlJ;tH5l:;'.~rT :..':' .:. ~M, rMCIit _~U.l~,..",........... ",- .' "_ "'11" ',j --- 't2.~.. ..----..- .. A.'LD "'w,L4 ' I"LD' , ..,....~:.,...:"..IlI ..._....... .....~I..... ....____. r__. '.' . ..... .., ::= .~.."'~=:="...--.....- '....N x' . , ,'. ...'.' .:;. ;.' :'..J:' .,......... ~.., . .. ..........~.........- MEJIlI! . . .._~".;. '. ~. "I~!'-'f\'t,._i"'''~I'. .. iC;$:D;~I~ Fr:iRCEIll~:rO~ES 200$ T!AflININ~ 1:1!'~'~JII0~lI;D~E IsioWEA'IS 'NO~ ~u~jl:~~~;;\"':( ,{:'r~~!'~1 . 'I'r,?'r,';(j~.CI;.IlISTON~.cq.", OR!=Il~L m;: SALES OF~IcE At. 6~1-e.eS;"'t303 FOR' A 9ROI;J4UAE::;"':":.:::::~:', "0 '.,' "","" ,. , . '.. .' '.,'. Ie 1li*O" ITIMEDUS' IPRQ.A!!l:l'INI;i.. ,I-A."'... '"""I.wD",IIO'I'~ s!iiGNs .' . .:.. !l'H .:'." 1e:l:j ':' ..C..ll~1l, -I?FlN""~~(:;&Jo'1Be. i~~:i~!~i ~5.~r~~tI,~~J9~~"J~~~'IfO~.,';-t,.'..L' ..~..,:~~,.'. , .,""'~I ....'n!'l1~'!I!'>;: ,..?t~.:\,.;,.~.,.:~",,! ,,~ FoiJNTil:~liH~~';'f(~R"":f'JUO~'4AI<,l:' . ~~.{ . . I'..'. . ~ '~"~;;~~;::;4:i:,b.~,..j~ . .;,..... .:.~..,. '~j .. HI ~ ~.llffilllll I,.~~;:':,:\ ' ;. -...J> 1 .~lIt~I,. 3.9. 2.' 6,' '+::". '.~ PAGE 05 ".5 . ~E;.f~' ,.'''.....':'....., .. 'CODDIID_, CDLLRTCHECI(.CA!lHO~CIlIElXTCAlllD . ;.,.,.., . ., ,. U:~r,p~~r:,:":"~"I'''' '\II04MT.IlEC~b ! "",,g~- '. ~""""'--"'.'I' :"",', ~~,~"..: """"-"""",""". ,., ".,..-1-'1.., ,,'.'1-.J"'""'ll~~I..).. ~ ....'~. '.' .' ",'," ,,... . ,.I'.I,...,~""~r'..'f. ,;/ '.'"";)'.l:,,..'~.\,:.<.,,; ^;'. "':;'1'",:.:'," ,:.:..-.:., :0' ; . . .. '. '. -, :,.... _. ~'"....,~;;:!:;'::l.(;';l'j~:".. fI1IMI.. . ~..:. . ':' 7:,J:lANK.Y.OVFQR .Yt;)UR BUSINES~ ~':.:;~"":: C'\.PRIMTllDCN'RlCYCl.ED.Ii!tAP. '. ' .' ,-: ',.' ""-.,~,' - .- . _: ':.,:' ',' :' " ':";, , ~..:;~ ,:,. 'j , .' :., ~ .,.. ",". ".' =='..... ......~~...~~ 1;'.S'~~H'j,';;,l..' ..'.11:\:......lu.~P;GT. b"SE .. '1"'1'.I~NJe1^ \:""'3"-""'" .I:~~~ I=-':'=~_. .....,.".~I.,.;:".I -":11 . ,.., Wo. l'l ''''-I . ... 1;:1I,... a...- ... ,,'.. ::. .'_ :. .'. ..... :....', '- .~.';.,~...,..:.;..~;~~t.r.'.w:~:.",~\'1} '.'.,' .: 'I,': .. .[ ,,'~'; ~ ...,.tl,'" ;..1" " '. .... .. . .. . ):rn:,:.il;'..:;l~ 1lI. Q:tv/;:t:";ollQ1i Q1'V,. I.' .PAOIlUCyc;GO" ..I' _Cl'DeICFUPTIOIlI. . I. UNit IlIiIcII! "I' ....oiillf,'"., .1 ' J. .'.' ". ,.\ . ,/ ~ , . . I, ~ :';.i?xr 1..t)91... .1.~ ./ ;~~t:1'0&4~..~t4 :~ E~~:A~~N; 98: ~~; ,;::.~:ti~?(",~;/} '., ',r1ii~3~(K. if? 76"'"~;'1 tiE!' ',' 'I ::::';~:.~~_ -:::: i;~~1 ." ,(,II, . ~~~:~'~~~'AL:\ ;";:'J";'~i~::'.:i,.~~,;~;~:,>.',:,.i!f ..,.'" ,'AXI:' .'.,:,. i2'~e{'" .' : .. . :,,;,<2'~l;.':;\ :J:,')' I, i TD'r>lL: '-:,..'t"lg6;''lfS I PRCER TQHIL'.U9r;~ 7.. : { ,.:, ",; , f"" .: .".... ..., '9.i'i~'l~.ffl~~fY.' .. ."".:,",..." ::~:'\. j:,: '." . ,,:"~:"', .' .:: ;'. '.:. ,:' .N!.;'..::.... ,.~~t ." .- --."------..--,. 03/24/2005 15:04 5515311500 ROSEWOOD PORTFOLIO PAGE 01 ROSEWOOD Construction Services Corp. 2340 Lexington Avenue North Rosevil/e, MN 55113 (651) 631-1300 FAX (651) 631-1500 www.rosewoodoortfqllo.com bbartolic@rosewoodportfolio.com Transmittal DATE: March 24, 2005 TO: Bob Hutchins, City of Prior FROM: WIlliam J. Bartolic, III PROJECT: New Horizon Childcare. RE: Pylon SllIn Hello Bob- Attached please find the engineer's comments and the concrete supplier's ticket used for the construction of the pylon sign. This Information should satlsty concern #4 c~ed on the 3/23/05 Inspection Notice prepare by Paul Baumgartner. If you have any other questions. please let me know. Thanks, Bob. 03/24/2085 15:04 55153J11~.0,,0~ UNLIMITED I"UH" C"T. U=::I .l.U: ""~ol!I .J)""..;:J ~~/~!l/~~~~ lb:lb b~lb~ll~~= 51 P-21-21l04 15'51 LA. TI!IO i"PLS ROSEWOOD PORTFOLIO 763478203-1 ~~~wuuu ~Ukl~U~lU 7';35'711168 PAGE 02 ,..2 "',10\1.:11:. tl.l.l Ijj P.1l1 Get tile Job .... ",hl 5201 E, River Rd. #308 Miflt1eapolls, MN 55421 Ph; 763-571-2500 Fax: 763-571-1168 H.IUYlI\-J "?c.~.~.b~1' Fax ~,~I4~"H""~ /",..., ~ ~T?Il~~ ~~1.~i7 .~~%J6 To: Dati 0'MU'll 1'( Fro.." 5~ L Cluneltk f.,-l' .fA? . 4-Z-") Compmy: ~iol)eslgn :\. :,-.1 Pax: 651-631-1500 Phone; 651-631-1300 Tlm..: Hom 9/21/2004 2 :(Includina'Cover Shett) Dale: Pa8L"l: I'mjert Not 21)4,822- SlJ10latt New Hori~on Day Care Center, Prior Lilke, MN o Urg~t o Par Review o rlUSE COl!\Q\'~t [J PlelSe Reply · COl!lJIlenn:Here is the mel\\O on the Ir\onumen~ sign foundation as YOI1 requested, The origlnals will fullow in I:i'Ml mail. Plea5e call with any questions or comments. Th.ro.:s, Seth AA... R~i24/20015 15: 04 '-l-.6r- 'c.,. 'U;;::l .1U: :.:t<llta 0~/dl/2e~4 16:15 SEO-.1-2e04 15:51 ?f;35? UU,S PAGE 03 p.3 t-"Ql2::. t:l~J~.:;l P.a2 Ultei 5515311500 ~IGNS UNLIMITED 651 &31\ see UL TE lG MPLS ROSEWOOD PORTFOLIO 7S3478203.t ROSEWUUU ~U~lrULIU enlln..,. .. ...IIto.,.".......,.. 5201 C, /Iiw RtwId. SuI!! 3011 """"'OIlDlls, MN 5542J.J027 l'IIon.: 76H7J.~ F.., lIiO.S7l1J68 MEMORANDUM TO: Dan O'MUI PCIl'tfolio Deslg,n Servl_ 234.0 NDJtJ\ lfti.ft8l011 A"~",. ROlleYllle, MN 5511! DA.TE; Sept.mber 21, 2004. FlI,OM: J..OII S. Hanlon. PI: RE: MonlUll.nt Sip F01Uidal\on New Hori~Qn Day C~l'll CIIIII~t Prior La"", MN ut TI!IG Proj.d No. 20&.0822 Dan O'MIU, 01 Portfglio Dl:'i$n 5ervicea, r~u~.tl:d that tJll.ig Bnglnee~8 de.ign Ille foul1dalloo for lhe mOl1ument sign. Tl\e sign i& 20-"'et lull with an 8-fool 'quare /r,me supported by 8-inch .leel pipe. The founclation sholl be I 2-fool di.meter c"ncteta plu exh!ftdlllg ot le8at 8-feet b~low grade with ~ 8-inch continuous steel pipe c~n""\..,d in the pier .nd extending th. Iengtl\ of tlte pier. The concrele shall have a compr.ssive stI'''''Itth of 3000-1'.1 .128 day.. J It....by certify th~, this P"'''. op.<ificIIl.... or 'epart wu pre,._d. by..... or uttder my di.ratt .....pemsion ancl thol , om a clul, Ij~M.d prof...lanl' ."Ill"..' u,,".r lbe ~... Df Innllall. (t,a,Qn $. "onion Olt., II( I If) '-I Mln"uotl..sllr.tlon No. 4Ut! - Mlnm!apo{ps. M~ . Df1lmlt laklS. AfN. F""o, NO . Slsm.,e.. ND . SIOIIx fll/~, St> -.u/t8i/l.eom TDT"L P.02 \}t,,) ,,~/ ..-' - """ ,I ~." -..""'\ '''"'_ /' I'\fll; "dIvyr / \ "\" //[X] :..!\..(...~~'~\~\AJD/ c"(2I'c~--;'~ "'., / ! (;'~ I:))i "7/' C)" \! \ .... .' . ,~~ L\' (~. \~ '..,~ <' . Cr) (.", (f,;IJiJO ~9J rc&1J[7(~ > \"" "'\(' ,,/ ./ '~ " J'"l I' '" "" V /, YVIu,~ N, ././ """ (~~#~) ,II,J k,1"1JIO~ ~.,/ , / ". ,./ " "'" /'/ / .\......1' ~"~~ . , 83/24/2005 15:04 6516311500 "00' L.""'-W;l .lU: ~::;Ja ~.J.L.;r"l::i UNI....IMITED 09/~1(2~~4 lG:15 bblbjll0"" S..pU; a.. 1 0: ~2.. 51 GN5 UNL 1M I' ED -r5".~, l'loOoI ~~ ~:")~O, "".~, f'~....~ u..~ "'(' lI\,I ~ f""'~ ~ --.... ,/ / ... .,....... ", '", (Ie .- o c ~)c o ", '" o if (\ ',J C OC o 00 o 0 J~ _ _~~ ROSEWOOD PORTFOLIO ?S347B203.' i"':t..I'=:lt.,WUulJ rl.Jf"( I ,uL...LU 75317l1i![J34 .- , \ ",.. "-, \J ,( - I?- ~+~~I MAiC.~1 P\'~r- !5o!-kj'\p/ Y~'I 6y~ 5" 8,,(1? - (7"''11..<1 --75/1 f::6"",,> ~tEEL- fole -- ~/r('fll'(i( "I ~, O(~ ," I ,......1'1" 01 "n! "J'I () : C/ o (, 10-J D D ( 01 ?-.;'f. 0 H (C:>)..:lc\Ill,k ,,-,h"'- Dit-l-cT g "... ,'oJ. t'o li~ ~I IJ'l bt.s.b PAGE 04 p.4 ~\ 2""' "" ::: 9 -~ \ .j' - -0 I <-0 A " , 09/21/2004 15:13 5515311500 SEP-21-2004 15:51 UlTEIG MPLS ROSEWOOD PORTFOLIO PAGE 01/03 7635711168 P.01 Get the job dll1le right 5201 E. River Rd. #308 Minneapolis, MN 55421 Ph; 763-571-2500 Fax: 763-571-1168 H'l.NI~ I ?c..~.~,t.o~1- Fax ~, SICtN'5I1NI"""'I~ /~ ~~rw~lL~ C\~2..~'7.,,"1J6 fo; Dan O'Mara From: Seth 1. Chmelik ~ _ompany: Portfolio Design Services Tinte: 3:40 PM 9/21/2004 2 :(Including Cover ~:heet) lax: 651-631-1500 :>hone: 651-631-1300 Date: Pages: l'mject No: 204,822 ! iubjed: New Horizon Day Care Center, Prior Lake, MN I] Urgent o For Review o Please Comment o Please Reply · Comments:Here is the memo on the monument sign foundation as YOIl requested. The originals will follow in the mail. Please call with any questions or comments. Thanks, I \ Seth 161 89/21/2884 16:13 6516311588 SEp-21-2Il<l4 15:51 ULTEICl MPLS ROSEWOOD PORTFOLIO PAGE 82/83 7635711168 P.02 Ultei eneinoers ~ f tIJ.}n 11__ Itlhf 201 E. Riwr RoIJd, Sulle 308 iruteajlolis, /.IN 55421-1027 one: 763.571.2500 : 763.571.1168 MEMORANDUM 10: D~J;I O'Mara Portfolio Design Services 2340 North Lexington Avenue Roseville, MN 55113 [lATE: September 21, 2004 PR.OM: Jason S. Hanlon, PE BE: Monwnent Sign Foundation New Horizon Day Care Center Prior LaJ.:e, MN ill TEIG Project No. 204.0822 Dan O'Mara, of Portfolio Design Services. requested that Ulteig Engineers design the fe undation for the monument sign. The sign is 20-feet tall with an 8-foot square frame S1. .pported by 8-inch steel pipe. The foundation shall be a 2-foot diameter concrete pier e) tending at leait 8.feet below grade with the 8-inch continuous steel pipe celntered in the pier ar.d extending the length of the pier. The concrete shall have a compressive stJ'ength of 3000-psi at 28 days. I I,ereby certify that this plan, specification or report ""'IS prepared by me or Imder my dUect supervision a~ d that I am a duly licensed professional engineer urderlbe a~IWesola._ ( /,JAfon $. Hanlon Drle: '( ~ 11(')'-1 Mmnesota Regi.ltration No. 41941 Minneapolis, MN ' Detroit Lakes, /.IN. Farro. ND . Bismarck. ND . Siou)( Falll', SO www.ulteig.com TOTAL P.02 , /'l/\fr'; ?:vv7(/-"'<:-"" , /// God 0WD(2@C\~~ ", , / (.r) (...... ~G1JD~(ill (c;/IDJ'@ , . ) ". 'V'.'I I , iii. i w~,~:~, -""" (Jl) ~tI!J ~,4I(f,'lJI~~ B!rtFIiI// , ~ / , / / / .// / / 09/21/2004 15:13 Sep 16 04 10:22a 5515311500 SIGNS UNLIMI' ED -ro'.~" ~L.bN ~: \l>1l.'Il O. N. "". p~. L-lAo1(.C CA~ 'P'J ~.;s j;t''''~ /' / / / " "" ",,- B.1 I(le ,/ f'\ U o ~)o o o o Oc C C ROSEWOOD PORTFOLIO 7634792034 PAGE 03/03 \P.2 ~ " '. . "', '/)K/ / // ,/ ,/ ~ o -Y7.,IIt;+~~1 ~ M Aiol p I"'~r- - ( -z."y (z. (f If'o~k,P 1).)/ y~!( (; ve-.k ? 80 (1? __qfl f:ol)~\) ~t~fL- fote - ?/~'1111'(k. OC o (I 0' I ('n\ I Crt- z~ f<. ~ H 01 ~)Oi {'orv(~~-L (j! \!:llTIA j)'tt-l.CT ()! g u \> '\ J- '?O !{c. o '6"('r.J G~'~ (yo o o , -0 - I <<l 00 o ':~. lL __~ ...., , From: Eric Pedersen To: Brenda Carlson Dale: 9/1/2004 Time: 11 :04:08 AM ~ ~n-.!}oge 20f2 AN(:HOR~BANK. APPLE VALLEY 14665 Gah",ie Avenue' Apple Valley. Mimlesota 55124. 952-432.BANK' FAX 952.432.7210 IRREVOCABLE LETTER OF CREDIT Letter If Credit No.: 5527 Dated: 08131104 TO: City of Prior Lake 16200 Eagle Creek Ave. Prior Lake, MN 55372-1715 Dear S r or Madam: We heeby Issue, for the account of WAP Development, LLP and in your favor, our Irrevocable Letter of Credit No. 5527, in the I mount of Seventeen thousand five hundred and noll00 Dollars ($17 ,500.00) available to you by your draft drawn on sigl t on the undersigned bank. All dra Is drawn under this Letter of Credit must a) Bear the clause, "Drawn under Letter of Credit No. 5527, originally dated 08/31/04, of Anchor Bank West 5t. Paul N.A." b) Be signed by the Mayor or City Manager of the City of Prior Lake. c) Be presented for payment at: 14665 Galaxie Ave., Apple Valley, MN on or before 4:00PM on Auaust 31. 2004.. This L ltter of Credit shall automatically renew for successive one.year term unless, at lease forty.five (45) days prior to the next a mual renewal date (which shall be Auqust 3 t ,t of each year), lhe Bank delivers written notice to the Prior Lake City Mana! ler that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective If sent by certified mail, r ostage prepaid, deposited in the U.S. mail, at least forty.five (45) days prior to the next annual renewal date addre, lsed as follows: Prior Lake City Manager, Prior Lake City Hall, 16200 Eagle Creek Ave., Prior Lake, Minnestoa 55372.1714 and is actually received by the City Manager at least forty-five (45) days prior to the renewal date. This l3tter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or iim~e{ by reference to any document, instrument, or agreement whether or not referred to herein. This letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Llltter of Credit. This letter of Credit shall be governed by the most recent revisions of the Uniform Customs and Practice for Documenlary Credifs, International Chamber of Commerce Publication No. 400. We hI ,reby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon prese ltallon. ::chl~;J~hvt S :ott G. Ramsdale as: . lice President ANCHOR BANK. WEST ST. PAUL NA. INDEPENDE!\T AND LOCALLY OWNED' Mbl<fBBR FDrc G:l: ......-" LE:;NOCll 03/22/2005 09:40 9528585058 GSSC EPG PAGE 01 GENERAL SECURITY SERVICES CORPORATION'M A Tradition of Safety and Security Excellence Since 1946. 9110 Meadowvlew Road,z, Mlnneapoll8, Minnesota 55425 (952) 858-5000 0111(800) 214-2158 oZIFax (952) 858-5058 Please vlelt us at our webslte: www...c.ne! FIIX T.. Psul Baumgartner 'nom: Jason Kohnen ,... (952)447-4245 PM..... (952)447-9853 -: 3-22-2005 'ag-, (Including cover sheet) 9 -. New Honzon Prior Lake cc: DUrpnt o Por R...._ 0 ..I.... C . E'l PI.... Reply G1l PlellSe Recycl. 'C , lite 'OI'yow'''. If _ Mw -.y tuother...-etl_ ...- COfIt8cI ...., "'_ 1("",- Celli "12} 702,71.. 0IIIceI (M2) 858-8Ol1l1 03/22/2e05 09:40 9528585058 GSSC EPG PAGE 02 03/22/20t 08:1B GENERAL SECURITY SERVICES CORP SUBSCRIBER ACTIVITY REPORT BY ALARM # PAGE 1 ID : JASON ALARM # : 43003754 THRU 43003754 ACTIVITY DATE : 03/15/2005 THRU 03/15/2005 .. 4300::754 NEW HORIZON #67 4400 FOUNTAIN HILLS DRIVE ALL ACTIVITY DATE DAY TIME CONDITION KEYHOLDER / COMMENT RPTff RES CD 3/15/05 TUE 8:09:45 AM TESTING SVC PERSON: JMD UNTIL 03/15/2005 (4:00:00 PM) JASON D .. ALL SIGNALS ** 12:31:35 PM TROUBLE BELL CIRCUIT #2 TROUBLE T CODE: ET ZONE: 33 12:31:35 PM TROUBLE BELL CIRCUIT #1 TROUBLE T CODE: ET ZONE: 32 12:31:35 PM ALERT ZONE 4 WET GATEVALVE T CODE: 55 ZONE: 4 12:31:35 PM ALERT ZONE 5 DRY GATEVALVE T CODE: SS ZONE: 5 12:31:37 PM TROUBLE NAC EXPANDER T CODE: ST ZONE: 15 12:32:32 PM RESTORE NAC EXPANDER TROUBLE RESTORE T CODE: SJ ZONE: 15 12:32:32 PM RESTORE BELL CIRCUIT #2 RESTORE T CODE: ER ZONE: 33 12:32:32 PM RESTORE BELL CIRCUIT #1 RESTORE T CODE: ER ZONE: 32 12:48:18 PM TROUBLE EARTH GROUND TROUBLE T CODE: ET ZONE: 38 12:48:18 PM RESTORE EARTH GROUND RESTORE T CODE: ER ZONE: 38 1:00:24 PM ALERT ZONE 4 WET GATE VALVE T CODE: 55 ZONE: 4 1:00:24 PM ALERT ZONE 5 DRY GATE VALVE T CODE: SS ZONE: 5 1:01:09 PM TROUBLE NAC EXPANDER T CODE: ST ZONE: 15 1:01:09 PM TROUBLE BELL CIRCUIT #1 TROUBLE T CODE: ET ZONE: 32 1:01:09 PM TROUBLE BELL CIRCUIT #2 TROUBLE T CODE: ET ZONE: 33 1:06:11 PM FIRE ZONE 13 GREAT ROOM SMOKES T CODE: FA ZONE: 13 1:06:11 PM RESTORE BELL CIRCUIT #2 RESTORE T CODE: ER ZONE: 33 1:06:11 PM TROUBLE BELL CIRCUIT #2 TROUBLE T CODE: ET ZONE: 33 1:06:11 PM RESTORE GREAT ROOM SMOKES RESTORE T CODE: FH ZONE: 13 1:06:13 PM FIRE ZONE 13 GREAT ROOM SMOKES T CODE: FA ZONE: 13 ~-----'--'---"--~-'- ".-..~------- 83/22/2m85 89:48 9528585858 GSSC EPG PAGE 83 GENERAL SECURITY SERVICES CORP 03/22/20(5 SUBSCRIBER ACTIVITY REPORT PAGE 2 08:18 BY ALARM # ID : JASON ** 4300,754 NEW HORIZON #67 4400 FOUNTAIN HILLS DRIVE DATE DAY TIME CONDITION KEYHOLDER 1 COMMENT RPT# RES CD 3/15/05 TUE 1:06:50 PM RESTORE BELL CIRCUIT #2 RESTORE T CODE: ER ZONE: 33 1:06:50 PM TROUBLE BELL CIRCUIT #2 TROUBLE T CODE: ET ZONE: 33 1:06:50 PM RESTORE GREAT ROOM SMOKES RESTORE T CODE: FH ZONE: 13 1:40:58 PM RESTORE NAC EXPANDER TROUBLE RESTORE T CODE: SJ ZONE: 15 1:40:59 PM RESTORE BELL CIRCUIT #1 RESTORE T CODE: ER ZONE: 32 1:40:59 PM RESTORE BELL CIRCUIT #2 RESTORE T CODE: ER ZONE: 33 2:02:54 PM TROUBLE NAC EXPANDER T CODE: ST ZONE: 15 2:02:54 PM TROUBLE BELL CIRCUIT #2 TROUBLE T CODE: ET ZONE: 33 2:02:54 PM TROUBLE BELL CIRCUIT #1 TROUBLE T CODE: ET ZONE: 32 2:17:49 PM RESTORE NAC EXPANDER TROUBLE RESTORE T CODE: SJ ZONE: 15 2:17:49 PM RESTORE BELL CIRCUIT #1 RESTORE T CODE: ER ZONE: 32 2:17:49 PM RESTORE BELL CIRCUIT #2 RESTORE T CODE: ER ZONE: 33 2:33:02 PM TROUBLE TROUBLE PHONE LINE #1 T CODE: LT ZONE: 1 2:33:02 PM TROUBLE TROUBLE PHONE LINE 112 T CODE: LT ZONE: 2 2:33:02 PM TROUBLE WET WATERFLOW T CODE: ST ZONE: 1 2:33:02 PM RESTORE WET WATERFLOW TROUBLE RESTORE T CODE: SJ ZONE: 1 2:33:41 PM TROUBLE TROUBLE PHONE LINE #1 T CODE: LT ZONE: 1 2:33:41 PM TROUBLE TROUBLE PHONE LINE #2 T CODE: LT ZONE: 2 2:33:41 PM TROUBLE WET WATERFLOW T CODE: 8T ZONE: 1 2:33:41 PM RESTORE WET WATERFLOW TROUBLE RESTORE T CODE: SJ ZONE: 1 2:34:37 PM RESTORE RESTORE PHONE LINE #1 T CODE: LR ZONE: 1 2:37:17 PM RESTORE RESTORE PHONE LINE #2 T CODE: LR ZONE: 2 2:39:45 PM TROUBLE WET WATERFLOW T CODE: ST ZONE: 1 2:39:45 PM RESTORE WET WATERFLOW TROUBLE RESTORE '1' CODE: SJ ZONE: 1 _.._,~-,-----_._-- .-.'.-......-,,-.,..--.- ----,-----.----,---..---. 83/22/2885 89:48 9528585858 GSSC EPG PAGE 84 GENERAL SECURITY SERVICES CORP 03/22/200; SUBSCRIBER ACTIVITY REPORT PAGE 3 08:18 BY ALARM # ID : JASON ** 43003754 NEW HORIZON #67 4400 FOUNTAIN HITJIJS DRIVE DATE DAY TIME CONDITION KEYHOLDER / COMMENT RPT# RES CD 3/15/05 rUE 2:39:45 PM TROUBLE DRY WATERFLOW T CODE: ST ZONE: 2 2:40:17 PM RESTORE DRY WATERFLOW TROUBLE RESTORE T CODE: SJ ZONE: 2 2:40:17 PM TROUBLE LOW AIR T CODE: 8T ZONE: 3 2:40:17 PM RESTORE LOW AIR TROUBLE RESTORE T CODE: SJ ZONE: 3 2:40:53 PM TROUBLE WET GATEVALVE T CODE: ST ZONE: 4 2:40:53 PM RESTORE WET GATEVALVE RESTORE T CODE: SR ZONE: 4 2:40:53 PM ALERT ZONE 4 WET GATEVALVE T CODE: 5S ZONE: 4 2:40:53 PM TROUBLE DRY GATEVALVE T CODE: ST ZONE: 5 2:40:55 PM RESTORE DRY GATEVAVLE RESTORE T CODE: SR ZONE: 5 2:40:55 PM ALERT ZONE 5 DRY GATEVALVE T CODE: SS ZONE: 5 2:41:39 pM TROUBLE POST INDICATOR VALVE T CODE: ST ZONE: 6 2:41:39 PM RESTORE P.1.V. TROUBLE RESTORE T CODE: SJ ZONE: 6 2:41:39 PM TROUBLE KITCHEN HEAT T CODE: FT ZONE: 7 2:42:12 PM RESTORE KITCHEN HEAT TROUBLE RESTORE T CODE: FJ ZONE: 7 2:45:27 PM ALERT ZONE 4 WET GATEVALVE T CODE: SS ZONE: 4 2:45:27 PM ALERT ZONE 5 DRY GATEVALVE T CODE: SS ZONE: 5 2:46:57 PM TROUBLE POST INDICATOR VALVE T CODE: ST ZONE: 6 2:46:57 PM RESTORE P. 1. V. TROUBLE RESTORE T CODE: SJ ZONE: 6 2:46:57 PM TROUBLE KITCHEN HEAT T CODE: FT ZONE: 7 2:46:57 PM RESTORE KITCHEN HEAT TROUBLE RESTORE T CODE: FJ ZONE: 7 2:46:57 PM TROUBLE PANEL SMOKE T CODE: FT ZONE: 8 2:46:57 PM RESTORE PANEL SMOKE TROUBLE RESTORE T CODE: FJ ZONE: 8 2:46:57 PM TROUBLE N.W. SMOKE DETECTORS T CODE: FT ZONE: 9 2:46:57 PM RESTORE N.W. SMOKES TROUBLE R.ESTOF.E T CODE: FJ ZONE: 9 03/22/2005 0g:40 g528585058 GSSC EPG GENERAL SECURITY SERVICES CORP 03/22/2005 08:~8 SUBSCRIBER ACTIVITY REPORT BY ALARM '* PAGE 05 PAGE 4 ID : JASON ** 43003154 NEW HORIZON #67 4400 FOUNTAIN HILLS DRIVE DATE rAY TIME CONDITION KEYHOLDER / COMMENT 3/15/05 IUE 2:46:59 PM TROUBLE N.E. SMOKE DETECTORS CODE: FT ZONE: 10 2:46:59 PM RESTORE N.E. SMOKES TROUBLE RESTORE CODE: FJ ZONE: 10 2:46:59 PM TROUBLE S.E. SMOKE DETECTORS CODE: FT ZONE: 11 2:47:29 PM RESTORE S.E. SMOKES TROUBLE RESTORE CODE: FJ ZONE: 11 2:47:30 PM TROUBLE S.W. SMOKE DETECTORS CODE: FT ZONE: 12 2:47:30 PM RESTORE S.W. SMOKES TROUBLE RESTORE CODE: FJ ZONE: 12 2:47:30 PM TROUBLE GREAT ROOM SMOKE DETECTORS CODE: FT ZONE: 13 2:48:05 PM RESTORE GREST RM SMOKE TROUBLE RESTORE CODE: FJ ZONE: 13 2:49:07 PM TROUBLE NAC EXPANDER CODE: ST ZONE: 15 2:49:07 PM RESTORE NAC EXPANDER TROUBLE RESTORE CODE: SJ ZONE: 15 2:49:07 PM TROUBLE FRONT PULL STATION CODE: FT ZONE: 16 2:49:07 PM RESTORE FRONT PULL TROUBLE RESTORE CODE: FJ ZONE: 16 2:49:40 PM TROUBLE PANEL PULL STATION CODE: FT ZONE: 17 2:49:40 PM RESTORE PANEL PULL TROUBLE RESTORE CODE: FJ ZONE: 17 2:59:50 PM TROUBLE LOW AIR CODE: ST ZONE: 3 3:00:36 PM ALERT ZONE 3 LOW AIR PRESSURE CODE: SS ZONE: 3 3:06:29 PM ALERT ZONE 3 LOW AIR PRESSURE CODE: SS ZONE: 3 3:06:29 PM ALERT ZONE 4 WET GATEVALVE CODE: SS ZONE: 4 3:06:29 PM ALERT ZONE 5 DRY GATEVALVE CODE: SS ZONE: 5 3:07:15 PM TROUBLE SYSTEM BATTERY TROUBLE CODE: YT ZONE: 0 RPT# RES CD T T T T T T T T T T T T T T T T T T T T 03/22/2005 09:40 9528585058 GSSC EPG PAGE 06 GENERAL SECURITY SERVICES CORP 03/22/2005 08:19 SUBSCRIBER ACTIVITY REPORT BY ALARM II PAGE 1 ID : JASON ALARM # : 43003754 THRU 43003754 ACTIVITY DATE : 03/21/2005 THRU 03/21/2005 ** 43002754 NEW HORIZON #67 4400 FOUNTAIN HILLS DRIVE ALL ACTIVITY DATE DAY TIME CONDITION KEYHOLDER / COMMENT RPTII RES CD 3/21/05 MON 11:54:53 AM TESTING SVC PERSON: JMD UNTIL 03/21/2005 (4:00:00 PM) SERVICE JASON ** ALL SIGNALS ** 11:57:00 AM TROUBLE BELL CIRCUIT #2 TROUBLE T CODE: ET ZONE: 33 11:57:00 AM TROUBLE BELL CIRCUIT #1 TROUBLE T CODE: ET ZONE: 32 11:57:00 AM TROUBLE LOW AIR T CODE: ST ZONE: 3 11:57:00 AM ALERT ZONE 5 DRY GATEVALVE T CODE: SS ZONE: 5 11:57:55 AM TROUBLE NAC EXPANDER T CODE: ST ZONE: 15 11:59:44 AM RESTORE LOW AIR TROUBLE RESTORE T CODE: SJ ZONE: 3 12:00:49 PM TROUBLE DRY WATERFLOW T CODE: ST ZONE: 2 12:00:49 PM TROUBLE LOW AIR T CODE: ST ZONE: 3 12:00:49 PM RESTORE DRY WATERFLOW TROUBLE RESTORE T CODE: SJ ZONE: 2 12:01:27 PM RESTORE LOW AIR TROUBLE RESTORE T CODE: SJ ZONE: 3 12:02:59 PM TROUBLE DRY WATERFLOW T CODE: ST ZONE: 2 12:07:34 PM RESTORE DRY WATERFLOW TROUBLE RESTORE T CODE: 8J ZONE: 2 12:09:52 PM RESTORE NAC EXPANDER TROUBLE RESTORE T CODE: SJ ZONE: 15 12:09:52 PM RESTORE BELL CIRCUIT #2 RESTORE T CODE: Ell. ZONE: 33 12:09:52 PM RESTORE BELL CIRCUIT #1 RESTORE T CODE: Ell. ZONE: 32 12:21:34 PM ALERT ZONE 3 LOW AIR PRESSURE T CODE: SS ZONE: 3 12:21:34 PM RESTORE LOW AIR RESTORE T CODE: SR ZONE: 3 12:21:37 PM ALERT ZONE 3 LOW AIR PRESSURE T CODE: S8 ZONE: 3 12:22:30 PM RESTORE LOW AIR RESTORE T CODE: SR ZONE: 3 12:22:30 PM ALERT ZONE 3 LOW AIR PRESSURE T CODE: SS ZONE: 3 03/22/2005 09:40 9528585058 G55C EPG GENERAL SECURITY SERVICES CORP 03/22/2'105 08:19 SUBSCRIBER ACTIVITY REPORT BY ALARM # PAGE 07 PAGE 2 ID : JASON ** 430"3754 NEW HORIZON #67 4400 FOUNTAIN HILLS DRIVE RI'T# RES CD DATE TIME CONDITION KEYHOLDER / COMMENT DAY 3/21/0 ; MON 12:22:30 PM RESTORE LOW AIR RESTORE CODE: SR ZONE: 3 12:28:45 PM TROUBLE LOW AIR CODE: ST ZONE: 3 12 :32: 14 PM TROUBLE EARTH GROUND TROUBLE CODE: ET ZONE: 38 12:32:14 PM RESTORE EARTH GROUND RESTORE CODE: ER ZONE: 38 12:49:19 PM RESTORE LOW AIR TROUBLE RESTORE CODE: SJ ZONE: 3 12:49:19 PM ALERT ZONE 3 LOW AIR PRESSURE CODE: SS ZONE: 3 12:49:19 PM RESTORE LOW AIR RESTORE CODE: SR ZONE: 3 12:50:39 PM TROUBLE DRY WATERFLOW CODE: ST ZONE: 2 12:53:53 PM ALERT ZONE 3 LOW AIR PRESSURE CODE: SS ZONE: 3 12:53:53 PM RESTORE LOW AIR RESTORE CODE: SR ZONE: 3 12:57:09 PM RESTORE DRY WATERFLOW TROUBLE RESTORE CODE: SJ ZONE: 2 12:57:09 PM TROUBLE DRY WATERFLOW CODE: ST ZONE: 2 12:57:09 PM RESTORE DRY WATERFLOW TROUBLE RESTORE CODE: SJ ZONE: 2 12:57:09 PM TROUBLE DRY WATERFLOW CODE: ST ZONE: 2 12:57:11 PM RESTORE DRY WATERE'LOW TROUBLE RESTORE CODE: SJ ZONE: 2 12:58:30 PM ALERT ZONE 3 LOW AIR PRESSURE CODE: SS ZONE: 3 12:59:46 PM RESTORE DRY GATEVAVLE RESTORE CODE: SR ZONE: 5 1:02:35 pM TROUBLE LOW AIR CODE: ST ZONE: 3 1:02:35 PM RESTORE LOW AIR RESTORE CODE: SR ZONE: 3 1:02:35 PM RESTORE LOW AIR TROUBLE RESTORE CODE: SJ ZONE: 3 1:04:29 PM ALERT ZONE 3 LOW AIR PRESSURE CODE: 88 ZONE: 3 1:05:07 PM RESTORE LOW AIR RESTORE CODE: SR ZONE: 3 1:05:42 PM FIRE ZONE 2 DRY WATERFLOW CODE: SA ZONE: 2 1:06:55 PM RESTORE DRY WATERFLOW P.ESTORE CODE: SH ZONE: 2 T T T T T T T T T T T T T T T T T T T T T T T T e3/22/28e5 89:4e 9528585e58 GSSC EPG PAGE e8 GENERAL SECURITY SERVICES CORP 03/.22/20115 08:19 SUBSCRIBER ACTIVITY REPORT BY ALARM # PAGE 4 ID : JASON ** 4300:1754 NEW HORIZON #67 4400 FOUNTAIN HILLS DRIVE DATE DAY TIME CONDITION KEYHOLDER / COMMENT RPT# RES CD 3/21/05 MON 2:17:11 PM RESTORE DRY GATEVAVLE RESTORE CODE: SR ZONE: 5 T 03/22/2005 09:40 9528585058 GSSC EPG PAGE 09 GENERAL SECURITY SERVICES CORP 03/~2/2005 08:19 SUBSCRIBER ACTIVITY REPORT BY ALARM # PAGE 3 ID : JASON ** 43003754 NEW HORIZON #67 4400 FOUNTAIN HILLS DRIVE DATE DAY TIME CONDITION KEYHOLDER / COMMENT RPT# RES CD 3/21/05IMON 1:46:59 PM ALERT ZONE 5 DRY GATEVALVE CODE: 55 ZONE: 5 1:46:59 PM RESTORE DRY GATEVAVLE RESTORE CODE: SR ZONE: 5 1:47:48 PM ALERT ZONE 4 WET GATEVALVE CODE: SS ZONE: 4 1:47:48 PM RESTORE WET GATEVALVE RESTORE CODE: SR ZONE: 4 1:49:19 PM ALERT ZONE 6 POST INDICATOR VALVE CODE: SS ZONE: 6 1:49:19 PM RESTORE P.I.V RESTORE CODE: SR ZONE: 6 1:53:56 PM FIRE ZONE 1 WET WATERFLOW CODE: SA ZONE: 1 1:53:56 PM RESTORE WET WATERFLOW RESTORE CODE: SH ZONE: 1 1:54:42 PM FIRE ZONE 14 ANSUL SYSTEM CODE: FA ZONE: 14 1:56:36 PM RESTORE ANSUL SYSTEM RESTORE CODE: FH ZONE: 14 2:01:38 PM STOPPED SYSTEM TESTING FOR TESTING 2:02:50 PM ALERT ZONE 3 LOW AIR PRESSURE 48496 CODE: 55 ZONE: 3 FIRE ZONE 2 DRY WATERFLOW CODE: SA ZONE: 2 SCOTT CO. SHERIFF - CONTACTED (2:03:10 PM) DISPATCHER NAME/#: OP 20 PREMISES - CONTACTED (2:04:09 PM) KEYHOLDER NAME: KAMI KAMI THOMPSON - CONTACTED (2:06:58 PM) RESTORE LOW AIR RESTORE CODE: SR ZONE: 3 ALERT ZONE 5 DRY GATE VALVE CODE: SS ZONE: 5 TESTING SYSTEM 12:07:32 PM) 2:02:52 PM ALERT ZONE 3 LOW AIR PRESSURE CODE: 55 ZONE: 3 2:03:40 PM RESTORE DRY WATERFLOW RESTORE CODE: SH ZONE: 2 2:08:02 PM TESTING SVC PERSON: JMK UNTIL 03/21/2005 (4: 00: 00 PM) TEST .* ALL SIGNALS ** 2:12:28 PM FIRE ZONE 14 ANSUt SYSTEM CODE: FA ZONE: 14 2:15:34 PM RESTORE LOW AIR RESTORE CODE: SR ZONE: 3 T T T T T T T T T T T T PAGE 1 OF 4 INSPECTION AND TESTING FORM PM EL MANUFACTURER:;' ! \ ("i ii... II. 1',,\ j; MODEL NO.: CIR ~UIT STYLES: Ie, [) Y NO. OF CIRCUITS: ,,_ C; SOF TWARE REV.: LAS T DATE SYSTEM HAD ANY SERVICE PERFORMED: LAST DATE THAT ANY SOFTWARE OR CONFIGURATION WAS REVISED: ALARM-INITIATING DEVICES AND CIRCUIT INFORMATION CIRCUIT STYLE (2, MANUAL STATIONS ION DETECTORS PHOTO DETECTORS DUCT DETECTORS HEAT DETECTORS WATERFLOW SWITCHES SUPERVISORY SWITCHES OTHER (SPECIFY): ALARM INDICATING APPLIANCES AND CIRCUIT INFORMATION CIRCUIT STYLE SEI'lVICE ORGANIZATION .r. ., <; ,..,....j. NAI ~E: 1..:;>(:' "I r I< "I -,e C 1.4, I f l/ ADIlRESS:'7Ii{) I'iINJdr.,.tL!../i..2,.. ./. REI'RESENTATIVE: L1C :NSE NO.: t. (_ ()(..." ,.; (~ TEL EPHONE;,- <if' ; \ $(' (/ .. f ./ MO ~ITORIN(} ENTITY COIHACT: G,. /v(';.,' e! / Sc c.... ,J/~ : 1/.</ TELJEPHONE: /"1 ,~) \' \ '" .' <, I.. .Y " MO ~ITORING ACCOUNT REF. NO.: '-i ,; (, . '_~ TYF E TRANSMISSION [ ]. McCulloh [ J. Multiplex [..( Digital [ ], Reverse Priority []. RF [J Other (Specify) C (-.'() on OF 2. zn iJ.. f 7 ~ o ,:::> (2. '.l, 1 _ on OF I., ,.., I~ 11 fl., NO. JF ALARM INDICATING CIRCUITS: _ ARE CIRCUITS SUPERVISED? -.vi YES .~ ......... -~ '1/ / /', .-- ~/ '.J .... \ F - ~ 1 ) /,' " ,I . Ii DATE: TIME: PROPERTY NAME (USER) NAME: l1./e /1.1 Nu,:,..:. C/'v ADDRESS:4'lr ( F, \"",.1;". " /1,1/.. OWNER CONTACT: Kc:,r;, /' TELEPHONE: k, < ; , C-:y~' i - ; j ( r., h ;)1,:: ~ II ;'A. r ../ ... APPROVING AGENCY CONTACT: TELEPHONE: :/ :> /-j SERVICE [ ] - Weekly [ J. Monthly [ ] . Ouarterly [ ] - Semiannually [ ] - Annually [ J. Other (Specify) '. ,.'l ,.,.'. (/0' I-f BELLS HORNS CHIMES STROBES SPEAKERS OTHER (SPECIFY): 1/..a.;; ,v / J .c, !-r;; , A ,. ('" .J ,',." _J [ ,/~ [ ]NO SIGNnLlNG LINE CIRCUITS Quantity and style (See NFPA 72, Table 3-6) of signaling line circuits connected to system: Quantity Style(s) SYST oM POWER SUPPLIES a. Primary (Main): Nominal Voltage ! 2 0 Overcurrent Protection: Type {l,;{e,.1 r ,c.' /2 Location (Panel Number): L / e ( -{-i.l. , ( n Disconnecting Means Location: ,~ 0 {\J e { Secondary (Standby): . 2. l-\ \...1\; I .1' QTY OF PAGE 2 OF 4 SUPERVISORY SIGNAL INITIATING DEVICES AND CIRCUIT INFORMATION CIRCUIT STYLE BUILDING TEMP. SITE WATER TEMP. SITE WATER LEVEL FIRE PUMP POWER FIRE PUMP RUNNING FIRE PUMP AUTO POSITION FIRE PUMP OR PUMP CONTROLLER FIRE PUMP RUNNING GENERATOR IN AUTO POSITION GENERATOR OR CONTROLLER TROUBLE SWITCH TRANSFER GENERATOR ENGINE RUNNING OTHER: ,Amps 2 C , Am~s ;2.. 0 I< 0 (...'/"" (J p- j b. f3,/<c-q 1r..~A &:I 1-/ 2- Storage Battery: Amp-Hr. Rating 9J1).' ' II ...., D I Calculated capacity to operate system, in hours: ,./ 24 60 Engine.driven generator dedicated to fire alarm system: " ,- /"' "~ I Location of fuel storage: TYPE BATTERY [ ] [ ] [V [ ] [ ] NOTlf ICATlONS ARE MADE: MONITORING ENTITY BUILDING OCCUPANTS BUILDING MANAGEMENT OTHER (SPECIFY) AHJ (NOTIFIED) OF ANY IMPAIRMENTS Dry Cell Nickel-Cadmium Sealed Lead.Acid Lead-Acid Other (Specify) c. Emergency or standby system used as a backup to primary power supply, instead of using a secondary power supply: Emergency system described in NFPA 70, Article 700 Legally required standby described in NFPA 70, Article 701 Optional standby system described in NFPA 70, Article 702, which also meets the performance requirements of Article 700 or 701. PRIOR TO ANY TESTING YES NO [V/[] [y/ [] [~[] [] [] WHO /r- ,c.'" /" e7 ,.",~- (~';. < ( {~.? -..-" ,'-- "' ',- '"; ( TIME Il),'Ot! Ii .... j ~r: (; L-! ,ii"~ Y', ~ ~ - , Ii i I- i) !}, [ ] [ ] TYPI: SYSTEM TESTS AND INSPECTIONS VISU~ FUNCTIO!'lAL CONTROL PANEL [ ( [ v:. INTERFACE EO, [V/, [If'" LAMPS/LEOS [ V' [ ~/ FUSES [,/ .' [q./'/ PRIMARY POWER SUPPLY [ 1,/, [ 1./ / I / TROUBLE SIGNALS [] [ V [j/ DISCONNECT SWITCHES [] ./ [ ] / GROUND FAULT MONITORING [V [ ].I SECONDARY POWER VISUAL FUNCTIONAL [V LOC & SIN I\.L J ~ ,r;, _ . ~.J"r ...,I'"t , Wi' i {/~...ti'; LC'{,;"",' {4 ;,(. P!V i\ , IVC\( .... U ll~(...,..~ t.' COMMENTS: EME ~GENCY COMMUNICATIONS EQUIPMENT VISUAl,. [.r [~/ / hI,' / " / [/-' , [J/ [)/ [IV/' FUNCTI<;t>IAL [IV [,V [q// l)/ [y/ , [ l-~ r [u../ PHO ~E SET PHO~EJACKS OFF. HOOK INDICATOR AMP .IFIER(S) TON: GENERATOR(S) CALL IN SIGNAL SYS' 'EM PERFORMANCE COMMENTS COMMENTS """" .... ..?- (.~. , ..~ , ~ -.' ~...) ~~ i COMMENTS PAGE 3 OF 4 " ;. I te, /_n} , t PASS FAIL [IV [l' [:]",/[11-/ [!/'[:V [~/ [q/ [q../ [q/ [] [J PAGE 4 OF 4 DEVICE SIMULATED I VISUAL OPERATION OPERATION INTJRFACE EQUIPMENT (SPECIFY) [ ] [ ] [ ] (SPECIFY) [ ] [ ] [ ] (SPECIFY) [ ] [ ] [ ] SPECIAL HAZARD SYSTEMS (SPECIFY) [ ] [ ] [ ] (SPECIFY) [ ] [ ] [ ] (SPECIFY) [ ] [] [ ] SP8CIAL PROCEDURES: COMMENTS: ONI )FF PREMISES MONITORING: YES NO TIME COMMENTS ALARM SIGNAL ['j"/. [ } ~ .. ,: (>.-.- , ALARM RESTORAL [l( " [ ] ; (._' 0 I.) TROUBLE SIGNAL ['V> [ ] , I..~ '. U I.~' - ., SUPERVISORY SIGNAL [l' [ ] to ......- / i (; '_ t) .<' SUPERVISORY RESTORAL [}/ [ } NonlFICATIONS THAT TESTING IS (OMPLETE: YES NO WHO TIME BUI .DING MANAGEMENT [/ [ ] MO! mORING AGENCY [~ [ ] r---::> .,) ~~ ( BUI .DING OCCUPANTS [\( [ ) on IER (SPECIFY) [ ] [ ] THE FOLLOWING DID NOT OPERATE CORRECTLY: SY~ TEM RESTORED TO NORMAL OPERATION: DATE ")111.,/(;)- I I TIME .Ie': :"t;) if ..H . .. I THI) TESTING WAS PERFORME;iQW:ACSORDANCE WITH APPLICABLE NFPA STANDARDS, NAME OF INSPfi,CTOR: .. i . ... -.. DA- "E: ~5~'I-/-F:/c~ ) -~} ;-Z l/Di1ME: I { ? ~.- ;L/j, SIGNATURE: NAME OF OWNER OR REPRESENTATIVE: DAnE: ?,./IL/(; ,,- TIME: Ie. ~ (' Ii (\1 SIGNATURE: Rer rinted with permission from NFPA 72, National Fire Alarm Code, Copyright"' 1999, National Fire Pro. tecl on Association, Quincy, MA 02269. This reprinted material is not the complete and official position of I! Ie NFPA on the referenced subject which is represented only by the standard in its entirety. Dis ributed by: AFAA P.O. Box 951807 Phone (407) 322.6288 Lake Mary, FL 32795-1807 Fax (407) 322.7488 Web-www.afaa.org Record of Completion N ~me of Protected Property: f\} P , I , I ~ i) (2, 7_ c I'v Aldress: Ll U () r"J r;; ; , ,'.i i" "~. / 1.1 11:0 Do J\.,i t Rep. of Protected Prop. (Name/Phone): A "thority Having Jurisdiction: Dc:< t .', L rl K l f , ;{ '" I\ I' ,') +. , A ddress/Phone Number: 1 T ype( s) of System or Service NFPA 72, Chapter 3 Local If alarm is transmitted to location(s) off premises, list where received: NFPA 72, Chapter 3 Emergency Voice/Alarm Service Quantity of voice/alarm channels: _ Single: _ Multiple:_ Quantity of speakers installed: _ Quantity of speaker zones: _ Quantity of telephones or telephone jacks included in system: _ NFPA 72, Chapter 4 Auxiliary Indicate type of connection: Local energy: _ Shunt: _ Parallel telephone: _ Location and telephone number for receipt of signals: NFPA 72, Chapter 5 Remote Station Alarm: Supervisory: NFPA 72, Chapter 5 Proprietary If alarms are retransmitted to public fire service communications center or others, indicate location and telephone number of the organization receiving alarm: Indicate how alarm is retransmitted: /' NFPA 72, Chapter 5 - Central Station The Prime Contractor: ('7 '5 ~, (' _ Central Station Location: q 110 fi\QoAOuJ\/;P,'; r w g\'"..f- Means of transmission of signals from the protected premises10 th~ central station~ McCulloh _ Multiplex_ One-Way Radio _ Digital Alarm Communicator _ Two-Way Radio _ Others Means of transmission of alarms to the public fire service communications center: (a) n \.. i ( -'I" \ t; 'i h ( r..l ,.,) e (b) System Location: MA'. c. t12'~ [ I; , ,( {., j ,,, '" f.. :.j . A\-_ ~ PAGE20F4 Installer Supplier Service Organization (~ ',<.J ~ Location of Record (As-Built) Drawings: 11-\ Location of Owners Manuals: Organization NameJPhone Representative Name/Phone (-, 'l '::, /_ 51 r.,-5t, - ", (".....0 ';..; ~- x' - '~~, '-.)00 ~) I 1,(' At , , .. -\ . \ {/' Location of Test Reports: Ai,; i i c F, \.. 1'1 t (-J <~ S ( A contract, dated i, / J < I i k~ , for test and inspection in accordance with NFPA Standard(s) No(s), I 7 '7 dated 1 C c:'" , is in effect. , , Record of System Installation (Fill out after installation is complete and wiring checked for opens, shorts, ground faults, and improper branching, but prior to conducting operational acceptance tests.) This system has been installed in accordance with the NFPA standards as shown below, was inspected by -; D . ) ".' K, on -s I J i, / I e, . includes the devices shown below, and has be~n in service since -:j .y' i r~' ~ NFPA 72, Chapters-r'13 4 56~(circle all that apply) ---.~........ ---lL"NFPA 70, National Electrical Code, Article 760 --L'Manufaclurer's Instructions _ Other (spe<;,ify): Signed: 4 {!f ~?,J ~ ~ /?-r? Organization/'" r.., <. < <:::.._ 3, Record of System Operation /1 /1 All operational features and functions of this system were tested by /1 ;/." /J on ~I ( ., , an,d fo~~ .1.0, g,.!'. operating properly in acco~ce withtfre requirements of: 2. ~FPA 72, Chapters 1''2 3 45 6 7.(circle all that apply) / -1L. NFPA 70, National Eiectrlcal Code, Article 760 --->.L... Manufacturer's Instructions -:-- Other (spec'Y.:.,/; Signed: L':I'/b'l / /_ Organization, ~// c--;f;;.,';~ "",-, 4 Alarm-Initiating Devices and Circuits (use blanks to indicate quantity of devices) MANUAL (a) ~ Manual Stations _ Noncoded, Activating _ Transmitters _ Coded (b) _ Combination Manual Fire Alarm and Guard's Tour Coded Stations AUTOMATIC Date: -l.jlll' ,- , Date: j II 1// Coverage: Complete: Partial: (a) A Smoke Detectors Ion L Photo (b) _ Duct Detector Ion Photo (c) -.L Heat Detectors FT RR FT/RR RC (d) ~ SprinklerWaterflow Switches: _ Transmitters _ Noncoded, Activating _Coded (e) _ Other (list): PAGE40F4 8 System Power Supplies (a) Primary (Main): '2 ' , ') Nominal Voltage: J n v Current Rating: , , . '- " Overcurrent Protection: Type: Current Rating: ';) f~ Location: E I", , -;-;2 " r .,-. ; D ..,"" \ 12...,-, ,", "' v }-' ,J.. (b) Secondary (Standby): -1.LStorage Battery: Amp-Hour Rating _ Calculated capacity to drive system, in hours: ~24 _ 60 _ Engine-driven generator dedicated to fire alarm system: Location of fuel storage: (c) Emergency or Standby System used as backup to Primary Power Supply, instead of using a Secondary Power Supply: _ Emergency System described in NFPA 70, Article 700 _ Legally Required Standby System described in NFPA 70, Article 701 _ Optional Standby System described in NFPA 70, Article 702, which also meets the performance requirements of Article 700 or 701 9. System Software (a) Operating System Software Revision Level(s): (b) Application Software Revision Level(s): (c) Revision Completed by: (name) (firm) 111. Comments: (s gned) for Central Station or Alarm Service Company (title) (date) F. equency of routine tests and inspections, if other than in accordance with the referenced NFPA Standard(s): \, Ie r., JO' / 'I '--r;" L. -I- I I I ' .. . . S~ stem deviations from the referenced NFPA standard(s) are: " AJ7,/7 t}/q/"'I I..;oll.p :::/1(.;",., (s QRed) f~~~6h.orAlarm S~rvice Company '(tiile) "(date) ~ I' I - Ullo~o;npletlon of the 8ystem~s) satisfactory test(s) witnessed (if required by the Authority Having Jurisdiction): / ' ! ...........- . I.' "j . j'7::; I - / i (~,'/' 1\ '... t. ~. ~j',~ , ~ .~-:-r- /' ,,- J (s gn;d) Representative of the Authority Having Jurisdiction (title) (dat;) ::J / R. printed with permission from NFPA 72, National Fire Alarm Code, Copyright" 1999, National Fire Protection A, sociation, Quincy, MA 02269. This reprinted material is not the complete and official position of the NFPA on thl' referenced subject which is represented only by the standard in its entirety. Di ;tributed by: AFAA - P.O. Box 951807 Phone-{407) 322-6288 Lake Mary, FL 32795-1807 Fax-{407) 322-7488 Web-www.afaa.org MAR-II-2005 12:59 -Energy 13562 Central Ave. NE, Anoka lVfN 5530.. ** FAX MESSAGE ** To: (!:"" ..J .f ;:,,^- L./{, P.OOl _ Fax: f5z- ~t,/7- 0~s Date: No. of Pages: ZS (w/Cover) Sobj"', b. L ,..~ 'X?! ^", :" ~r SA ,.----;::;:- Message: ,.,J~....0 f.l.n,-.r2o,) '-J-'-/DO \-?.....J7:/,.) H/IIs ]),...-:/ c:::. -E ~",",-,,- #- 05 0 05,,7 Sender: nf-lr'L J-G- U<-.- Return phone # 763-757-6202 /' /1,ItV:/\~\~' v nl1-I\'" . .1"- Return fax # 763-757-6701 .. .. -_.~---"...-_>._______.. ..____"'_m_________ MAR-II-2005 12:59 159'11 ArChitectural Specification 3M fireMaster Duct Wrap 3M ~ireMaster Commercial Kitchen Grease and Air Ve 'on Duct Syst Part 1 General 1.01 ~ ~ummary , \. Work of this section includes labor, material, and equipment to provide 2.hour fire-resistive enclosure as a shaft alternative and a method for providing~clearance to combustible materialiJ'loi'"'commercial kitchen grease and air ventilation duct systems. II. Related Sections: Section 04200-Unit Masonry Section 07270-Firestopping Section 09260-Gypsum Wallboard Systems 1.02 "leference , \. Test standards and reports for evaluating and rating performance of fir~esistive shaft alternative enclosures and :zero clearance duct wrap systems. 1. Underwriters Laboratories, Inc. (UL): a. UL 723, surface burning characteris- tics per ASTM E84: File R15567. b. UL 1978, Standard for Grease Ducts, Crearance to Combustibles. c. UL 1479, Through-Penetration 2 Hour Firestop Test. File R9700. d. Underwriters Laboratories of Canada, ISO 6944-1985, 1 & 2 Hour Large Ventilalion Duct Fire Resistive Enclosure Test. e. Underwriters Laboratories of Canada, CAN4-S 1 15-M85/UL1479, 1 & 2 Hour Through-Penetration Firestop Tests. f. Fire Protection Equipment Directory, Grease Duct Enclosures, YYET, R9700. Augusr 1999 P.002 g. Building Materials Directory, Ventilation Duct Assemblies, HNLJ, R9700, V7, VB. V9, V10. h. Fire Resistive Directory, Vol II, File R9700, CAJ7013, CAJ7015. CAJ7020, CAJ7022, W-L-7041. i. Underwriters Laboratories of Canada, ULC Sl02-M88, flammability. 2. American Society for Testing and Materials (ASTM). a. E 119, Standard Method of Fire Tests of Building Construction and Materials; 2 Hour Wall Panel Test, and 2 Hour EXlernal Total Engulfment Test. b. E 814, Standard Method of Fire Tests of Through-Penetration Fire SlOPS; 2 Hour Firestop Tests. c. E 136, Combustibility Test d. ASTM C518-91, Aging Test Steady State Heat Flux Measurements and Thermal Tra~ission Properties e. ASTM E 162-94, Surface Flammability of Materials 3. ISOl6ritish Standard (1501651) a. ISO 6944-1985I6S476: Part24: 1987, Fire Resistance Tests - Ventilation Ducts 4. Complies with International Mechanical Code (IMC), Section 506.6 5. BOCA Evaluation Services. Inc" Report No. 94-70. 6. Southern Building Code Congress, International (SBCCI), Report No. 94248. 7. International Council of Building Officials (ICBO), Report No. ER4975. 8. NFPA 96, 1994 Edition, Ventilation Control & Fire Protection of Commercial Cooking Operations. 9. California State Fire Marshal. File No. 2440-1361: 1 00. 10, New York City Department of Buildings: MEA-417-92.M, PO[1<. , 0 MhR-II-2005 12:59 P.003 PRO CONTROL, LLC 8475 Xerxes Ave. N., Brooklyn Park, MN 55444 PHONE (763) 391-7706 FAX (763) 391-7737 FAX TRANSMITTAL TO: Merl Keller / CenterPoinl Energy FROM: Joseph Romain DATE: 03/10/05 TOTAL PAGES INCLUDING COVER SREET: 2() FAX NUMBER: 763.757-6701 RE: AIR BALANCE REPORT NEW HOIlIZON CmLD CARE Pleosefindfollowing Air Balance Reponfor New Horizon Child Core. Thl'ee copies have gone out in the mail today. If you have any questions. please co//. MAR-II-2005 12:59 P.004 ,._._J.._....._.~.....:[: ~ @@~m~@) 1 i:.."'-"''f~~'_..~....-'i'' Cert. N(). 2(;.~q (""IL'I'll'II-:l) nv A(' RIIIll)INt: 0 )M""IX,'l,1,U')fl.:1NC'i C'ntTIHIJI Am. ^NI) Ih'uKONH' BA'Af'lClJl.Ui AI :T(lMA'nc.: TI'.MPI!lolAT\:RI'. (~()N'I'I"w~'\ SYSir:M AtJA1. ysrs '*I~ AIR BALANCE REpORT NEW HORIZON CHlLD CARE PRIOR LAKE, MN RTU'S 1 TO 5,MAU-l & EF 1 & 2 MARCH 8, 2005 INDOOR AIR QUALITY .. Test and lID3ly~ Indoor Air Quality related 1.0 Health:and Safety Issues. . Investigale Indoor Air Quality problems and provide rc:comm....L:.ns and/or Solutions. " TEMPERATIJRE CONTROLS ., Install aDd service automatic Temperature ContrOl Systems. . AdjllSl taDpCmture controls to ... .',. _:y maintain comfortable building t_........:..JreS aod maximize energy eonsc.~ ,'..:..~...."'- SYSTEM ANALYSIS AN.ty.>'..e t.~.... ....lUre control and systcro problems to dctennine tbe maS( practical solutions. AIl2Iyr.e 0 w ,...:..g sequc:nces to determine where energy savings may be: initiated. J AIR AND HYDRONIC BALANCING . T~1 and adjust H.V.A.C. Fan.~ and Hydronic Pumps as required to assure proper design flows. . Measure and adjust Air aod Hydronie quantities for proper flow to individual coils and diffusers. BUILDING COMMISSIONING .. Commissioning to determine ifH.V.A.C. equipment performance standards are acc:cptable. .. Verify Engineering. Installation. SIat1 Ups and Sy~1ems Operations all meet design criteria. ~475 Xorxo, A"". N. . 1l....".ly" 1',..1c, MN ~5u.1 . (7~.1) 3QI.7?llo . FAX (70.1) 391.7737 ._---~-_. MAR-II-2DD5 12:59 P.DD5 ~~@@ SYSTEM ANALYSIS' AIR AND WATER BAlANCING. HVAC COMMISSIONING AIR BAI,ANCE RE~ "'....,, NEW HORIZON CHILD CARE PRIOR LAKF:, MN RTU's 1 TO 5, MAU-l & EF I & 2-8 MAROIS, 2005 Prcpaml for: CcnterPoint Energy 1352 Central Avenue N.E. Anoka, MN 55304 MAR-11-2005 12:59 P.006 " ,......'t'.?l~ SYSTEM ANALYSIS' AIR AND \VATER BALANCING' HVAC COMMISSIONING ~:..~' . .~.. '~7_.: _.' ,. .. -...-'" ,. ~,.... -~ . ....'.,,,.c.-., AIR BALANCE REpORT NEW HORIZON CWLD CARE PRIOR LAK;E, MN RTU's 1 TO 5~ MAU-l &EFl&2 MARCH 8, 2005 We have tCSlod, adjusted and ""b",,~ the air flows for five RoofTop Units. one Make-Up Air Unit and two Exhaust Fans at the New Horizon Child Care in Prior Lake. The following pages contain the Detailed Test Data for the system:; tested. If there are any qUCSlion.'l, please call. Joseph Maycr TABB ________"_~__..__'.m_'...".._~.._.,~."".,.___._ .. ._......~_.".....,;.._.__...__.~__._._._....,_ _" ,__,_......... ._'.._____________._.__._. MhR-II-2005 12:59 ~ P.OO? ~~ @@~(b . - - -, -. ," .. ..-. . w'o ,.,. -~..._- .....~.. "". ".. "'-- SYSTEM ANALYSIS' AIR AND WATER BALANCING. HVAC COMMISSIONING FAN DATA SHEET PROJ' ,CT; New Horizon Child Care SYSTI :M: RTU.1 FAN IilANUF. Carrier MOO. )R SER. . 48TFOOG DESIGN . ACTUAL TOTAl. CFM . .'. , ,'.'. 1980 2015 405 .20 1575 1595 ::EN. .A.CFM I.>: .', RE1U CFII:..'" GE PRE$. sucn ON PRES. .. '. FANSrAllCPRES .'.' FAN R ~M ': ""::',:', FAN P JU.E.Y . . BELT: lIZE & NO. CTR T :) C'TRIMTR ADJ. Direct Drive Olrect Otive LOCATION: AREA SERVED: MOTOR MANUF. MOO. OR SER.. MOTOR HP ': ,~:<:'::~;..;~} ',:'gt, BHP '- ," -'~'~;"'s.S....;; :.: , . ,':( ~,: :~,:::.""~.~~'~'.'I '.' I '. .... (. ,~..., , , .' ..;7;"'. AMPERAGE . .; :2],~~~ , '~' ';" - '..,', :,~, 1,~.~~,~\~~'A . '. . '. .... 'i'.""\<~,\.:2l.\~ ........ ':r/,"w:?;~1 VOLTAGE ':::":''','"';:~:'H'. RPM ',',j ::'~:',.~~,:::~~;::.;;;~,;II ," -, :"- ,.;,,'~.~,.j),~1~;"./ <' MOTOR SHEAVE '\;f,~/.": I' ..' '10 o L HEATERS ;': .:::. I . ",.', ,FRAMElSJ'JEFF.JPJ'. . I CORR ,CTm FULL LOAD AMPS '" NAMEPLATE AMPS X VOLTAGE F1ElJ) CHECKED VOLTAGE APPRC IX BMP = NAMEPLATE HP X MOTOR OPERATING AMPS REMAlIKS: Motor on HIgh CORREC1'EtI F.LA. FS tATE 03/07/05 BY J.M. ,'-, SHEET ---.... ."'._~-- -"'''-~--_.'--'-'''.-'_._-----'-'''-''''-''-~-- Prior Lake Notlh East Area NA NA . DESIGN ....I.._~AL N,A. 5.9 4,5 208 /1 208 Direct Drive = = = X = OF M~R-II-2005 13:00 ......~IW @@~11 P.008 , , . ,. ... -' --~ .. - ,.. ,.- ..-.... -.._- . Rerum 1 788 1085 975 975 No Damper 2 787 &00 620 620 No Damper '\ Total 157~ 1595 101% of Deo;ign 1 02 DATE 3(7105 BY J.M. SHEET ~~.._-_._._---~.._.~~._-_._---_..._-_..__..__._--_."_..--"'~-- . OF MAR-ll-.005 13:00 P.009 'IlL ,.~ @(ill SYSTEM ANAl.YSIS . AIR AND WATER BALANCING' HVAC COMMISSIONING FAN DATA SHEET PROJI,CT: New Horizon Child Care LOCATION: Prior Lake SYSTI ~: RTU-2 AREA SERVED: Saultl west Are:;) FAN Ii ANUF. Carrier MOTOR MANUF. N.A. MOD. DR SER. . .48TFOO6 MOD. OR SER. . N.A. MOTOR tIP BHP .,:,:. " I 'DESIGN NA ACTUAl. I ITOTA.a:.." :," IWN.CI.A.CFN '..:' "~,i' RET\l1lN CHI " DISCI lARGE PRES. . ,,' SUClION PRES.,:',"" IFAN ~TA11C9RES;.;-:' FAN I:PM . ,.c....'''';_.'' . .' .. , DESIGN 1960 .05 1575 AC1\.lAL 2100 425 1675 .'.'.', .\1 \'", ._, '/.., ,JY,' ',' ,,:,,~,."L1 AMPERAGE _ JI,"::: ;U 5.9 4.7 .:~)~t:~::,~:: ~ <.;:~:':. '~).<,~ :.:'L3 , . ,', .,"', VOLTAGE,:,:,,,,,,~;'..!,h ~':r/"J.':' 208/1 208 ~ ,~*,:~;,;~:.~~~~:,;.:;'>,~L::','::~'fi, ':. FAN I 'lJUEY ., ,', BELT SIZE & NO. CTR' '0 CTRIMTR ADJ. Direct Drive Direct Drive MOTOR SHEAVE ,;:.:, O. L. HEATERS FRAMEIS.FJEJ'FJP.F. Direct Drive NAMEPlATE AMPS X VOLTAGE CORI ~ECTED FULL LOAD AMPS = = = FIELD CHECKED VOLTAGE MOTOR OPERAl1NG AMPS APP~ OX BHP = NAMEPLATE HP X = X = CORRECTED F.L.A. REMj ~KS: Motor on High FS DATE 03/07 J05 BY J.M, SHEET OF MAR-II-2005 13:00 P.Ol0 ~~@@ ~..-...""'~ '-,'.;; ...' -.'.~':"':' . ._-,.-' ..~-~ .... ..~. ..... .,-, .. SYSTEM ANALYSIS' AIR AND WATER BAlANCING. HVAC COMMISSIONING DIFFUSER AND GRILL TEST REPORT PROJI iCT: New Horizon Child Care lOCAl1ON: Pri<< Lake O>'.;)IC,M: RTU.2 AREA SERVED: SouIh W~ hea DESIGN TEST. ~ I n;sr I ::'t CFM I LOC :A.TION NO. TYPE SIZE VEl'CFM 1 '.REMARKS -S.JI. Area 24w" ------ .....;;.. 1 2 SIor S- 1S0 195 195 195 SW. hea 2 24' S" 200 220 215 215 2 Slot S.~t.hea 3 24' 8" 200 200 205 205 2 Slot S.w.Area , 24' 8" 200 210 210 210 2Sbt S.\~.hea 5 24' S- 200 240 210 210 2 Slot 5.\ ~. />lea tl 24" S" 200 215 215 215 2 Slot S.\ V. he. 7 2'X2' S" 160 155 . 165 165 S.I V. Area 8 'ZXX 8" 200 190 195 195 S.W. hea 9 'rXZ S' 200 220 220 220 SJ II. Area 10 2')(2' 8" 200 230 215 215 SJ V. Area 11 'XXX 5" 50 76 SS S5 IrOb! 1990 ;l1l111 106% or Design I'tee.o... 1 788 860 ns ns NO Damper 2 787 1 080 950 9SO No Damper fObl 1575 1675 106'1. of Design 02 (lATE 3nJOS BY J.N. SHEET OF MAR-11-2005 13:00 P.Oll I "--'''.''';~Jji'"'''I''I. ~ SYSTEM ANALYSIS' AIR AND WATER BALANCING. HVAC COMMISSIONING . ,- -.,... ,', ~ -- -.:. -.".. ~,.- ..... .-. " -, FAN DATA SHEET PROJEC :T: New Horizon Cnild Care RTU-3 Carrier 4811"006 DESIGN AC1lJAl. 1980 2070 405 440 1575 1630 SYSTEII: FAN ~UF. MOD. CI R SER. . . TOTAL cFM MIN. 0, '" CFM ::t:-PRES., ' '., . SUCDJN,PRES.. ~,.. FAN S' 'A.'nC PRES =L BELT:~&NO- , C"I'R T :) C'TRIMTR ADJ. Dired Drive Direct Drive LOCAT1ON: Prior We AREA SERVEO: South East Area MOTOR MANUF. N.A. MOO. OR SER. # NA. 'OESIGN I ACTUAL N...... MOTOR HP ('u " BHP ,'~';:..r;:;,'",,;' I. .::~). '." ' :;;:}J';~4 "; ,~,~::: ,: L11 AuneD."'e >1." ':::~~\"':"""L2 ~.Iiiii""",",. .M,....i...,., 5.9 4.6 "'>:l'~~~"J"~' II "".'" ."'i'!;\''o!t~ ~ ,I.,I.,...I~;';""":';""~I,U ,~,,,,,.'..., . ;;1,;.1. '."," ...".' voLTAGE"~S~:'~'~::~1~r.:;'~<' ", RPM ,~.~~'?l~''''::.';,ii~''i'r'r' '.' ~'~:.r='.J,..,1";l.>"', . 208 /1 208 I o;red Drive MOTORSHEAVE " OL' ""',.' .......... ,'.,,,", ",' . ~'~"~I" - -- . FlWIE/S.fJEfFJP.F. j CORR ECTED FULL LOAD AMPS ; NAMEPLATE AMPS X VOLTAGE = = FIELD CHECKED VOl. TAGE AP9R)X BHP '" NAIIlEPLATE HP X MOTOR OPERAllNG AMPS = = X CORRECTED F.L.A. REM'Rt<S: Molor on High FS DATE 03107105 BY J,M. -----4---.----,--~~._"-,.-...-'-..-.-.-.--...--. I>HEET OF MAR-11-2005 13:00 P.012 ~ ~ T ~ I eM ANALYSIS' AIR AND WATER BALANCING' HVAC COMMISSIONING . . ~ - . " . --- -. ' -- -..". ..... "'.- DIFFUSER AND GRILL TEST REPORT PROJE4 :1': New Horizon Child Care LOCATION: Prior Lake .....:I>..:M: RTU,3 AREA SERVED: So... Easl Area I SIzE I ~CFII_ lEST TEST. -resT FfiA . LOC.l'JION NO. TYPE __ ...L__ _2 .-L .va.. CFM REMARKS ~ Area ---"'-T---"- \ 2~' 8" 200 2~0 220 Z20 2SIoI I S.E Aiea 2 2~" S" 200 235 210 210 2$101 S.e Aiea 3 24- 8" 200 245 215 215 2SIol $,E , Aiea 4 2.4" 8' 200 190 205 205 2SIoI S,E . Area 5 24" a- 200 195 210 210 2 Slot S.E . Aiea 6 24' a- 200 200 205 205 2$lcl Sl..Aiea 7 2')(2' a- 170 170 \80 180 $,1:' Area 8 ZXZ 8" 170 165 175 175 $.1 ,. Area 9 v:J.' ll" 170 160 170 170 S.I :. Aiea 10 ZXZ 8" 170 160 170 170 $,1;' Aiea 1\ ZXZ S" 50 55 55 55 $.10. Aiea 12 2')(2' S- 50 65 55 55 rolal 1980 2010 105% of Oeslgll ------- I ~elUm 1 788 185 670 670 No Damper --- 2 787 1050 960 960 No Damper TOlaI 1575 1630 103% of Desigll 02 )A TE 3fl105 BY J.M. SHEET OF MAR-11-2005 13:00 .,:!:.,I..,,-,.~,.'i--"-""~~~ @@~{1 SYSTEM ANALYSIS' AIR AND WATER BALANCING' HVAC COMMISSIONING P,013 -. . . -- . - - -,~ ~-.- -- ~ ~_., ., ----. .... ..--..-.-- FAN DATA SHEET PROJE ::T: New Horizon Child Care L.OCATION; SYSTE 101: RTU-4 AREA SERVED: FAN ... lNUF. Carrier MOTOR MANUF." MOD. OR SER. # MOD. C .R SER. 11 4ljTFOO4 TOTAl.CFM .... IIN.,OA.CFM ;. RElUUN CFM' , DISCHARGE PRES. .. SUC11 )N PRES. ,,, IFAN s rAllC PRES FANR~ ,', :',' FANP",LLEY .....' IBELT srzE&NO. lem, 0 CTRJMTR ADJ. DEStGN 1600 330 1270 ACTUAL .. '...,", 1610 MOTORHP..'",E:"f'f.":' 355 BHP :.. .." ~).(:<'~(,~W..~.; ':',,' 1255 '.:.::,~:~\)xt;;~': 1.1 "1II.ftr'Do..~ ".= ~.\l;~f-(l'i\~r.:U ~~ ~.~~':~}~~~'''''' - '" ......';1;'. ",','" !,,':. ,. " ','.' "~::i"" "'~r.j: .....1.3 . "\)::'J"~~~:.. ~'-~*;::~~- VOLTAGE ':..j;,,~1-p:.\~:;r: ..' '-".:', "..t,.~. ..,....)/'..' \,,~.~k1.JI". 't.' RPM !~~;.~~,~a~:t~1.~'A.-i','".':, ," A36 (1) MOTOR SHEAVE:';,;',: ' 10 LHf.. ;,...' ","-',',' . I~III",,,,,. IFRAMEIS.FJEFF.JP.F. . NAMEPLATE AMPS X VOLTAGE COR~CTEO FULL LOAD AMPS II FIElD CHECKED VOLTAGE MOTOR OPERATING AMPS APPR:>X BHP '" NAMEPLAT.E HP lI: COR~ECTED F.L.A. ~EMJIoRJ(S: She.-ve set at minimum. FS DATE 03/07/05 BY J,M, SMEET Prior Lake Center N.A. NA. DESIGN IIl.A. 4.9 208/1 = = X ACTUAl.. 2,0 208 = = OF MAR-11-2005 13:00 - SYSTEM ANALYSIS" AIR AND WATER BALANCING" HVAC COMMISSIONING PROJEI :T: SYSTEM: I Loc.I.110N T. ItaI R,otum D2 eliTe AI~ @@)~i1 DIFFUSER AND GRILL TEST REPORT New Hori:zon C/'iId Care LOCAl1ON: RTlJ-.4 AREA SERVED: DESIGN TEST resT TEST ANA . NO. TYPE SIZE VEL CHI , 2 3 VEL eFM P.014 Prior Lake Center 1 Wan 20"X1l1' 800 820 820 REMARKS 2 Wall 20'X10. 800 790 790 1500 '6111 1270 1440 1255 1255 '3fl105 BY SHEET J,M. 101% of Design 9t% of Design OF MAR-11-2005 13:00 P,015 .~': -~',' '-" ':.~:.~..":'. -,:,.- ./" jo" {;J~ h" _..J.." . .. ......- _u_.,. _...., _ ..' SYSTEM ANALYSIS' AIR AND WATER BALANCING' HVAC COMMISSIONING FAN DATA SHEET Pita. ECT: New Horizon Ctlild Cate LOCAnON: Prior Lake SYS1 EM: RTU-5 AREA SERVED; North WtJSt Alea FAN IIANUF. CarTier MOTOR MANUF. N.A. MOD, OR SER." 48TFOO6 MOO. OR SER. # N.A. 405 ACTUAL ' 'i' ':;;'~1';1 h, 'DESIGN __'...__--=--c;:::::a;. _ ",..... .. 1955 MOTOR HP ,}.:;:::;;';ii~;' N.A. , , .' ,r.' 400 BHP '. ::"::'~:~~!;:'" 1555 ,; '. ,1:., 'r" ::.';-,J;'~~1 . . '.' ~ '. ACTUAL TOTJLCFM".,- MlNo I ),A. CFM ,;,:; " REnIRNCFM ~.:i'(;'" GE,P,RES.". :.'" ON PRES.;',;;', '. 'FAN TATIC PRES , IFAN II '~.'.;'::.:: IFAN L1.EV ISEC.l srzE & NO. ' ICTRTOCTRIMTRADJ. DESIGN 19aO 1515 &.......~&-E .",.. ,...1.'.1. ... .........~ '~'.\4'':l''~~~~ 5,9 4.4 I Direct Driva Direct Drive ..,;',','",::'"I~~.''''' ", " ."," ..,'\t,,,.~.~1~.t'.- . ..... "j'; ~.., . . . '. VOLT~ :'.'_'~~~~..;~~;ilr.:. , '. .,' . ",..",~",~,., RPM .....f'I.~ ,~:' )1T.1~~ ( \. .' I','. \.~ ~ .'~' ,,~'., ,,'" .' 208 /1 208 MOTOR SHEAVE:>:';'!":' ' '. '-;,':' ~', O:L HEATERS.> :,;'--;'::': FRAM8S..FJEFFJP.F.' .': Dlred Drive COR~ECTED FUU LOAD AMPS = NAMEPLATE AMPS X VOLTAGE AELO CHECKED VOLTAGE = . MOTOR OPERAllNG AMPS APPF :OX BHP = NAMEPLATE HP X = X " CORRECTED F-LA REM, IRKS; Molor on Hill~ FS DATE 03107105 BY J.M. SHEET OF MAR-11-2005 13:01 P.016 .. . .. -. ,. "" . . . . . '. - . ---~ -'- . "'. ~- ___. . ...... "oM"_ A.,. SYSTEM ANALYSIS. AlA AND WATER BALANCING' HVAC COMMISSIONING DIFFUSER. AND GRILL TEST REPORT PROJE :T: New Horilon Child Care LOCATION: Prior Lalce .31..:..1:.1.: RTU-5 AREA SERVED: N<ltlh We$t Atea . I DESIGN lEST ' TEST TESt I FINAL '''1 "., , J ' .. "1' lOC,lT1ON NO. 'IVPE SIZE VEL CFM '1 2 ....3. VB. , CFII~~,-- ftEMAR!CS~~ _..._-~_.~.-,:, "..,,, 24" 155 135 135 N."', Area 1 2 Slot 8" 130 N.,^,. /Vea 2 2'" 6" 80 170 85 85 25101 N,Y, , Area 3 24" 8" 130 160 135 135 2Slo1 N.,^ . Area 4 24" 8" 140 130 140 140 2510t N,V\', Area 5 24" 10' 250 200 240 240 2 Slot N.III', Atea 6 24" 8" 140 145 145 145 2. Slat N.II'I.Are8 7 ZX2 6" 130 150 140 14D N,...'. Area 8 2')(2' 8" 170 230 18D 180 N.... /, Area 9 ZXZ fl'" 170 200 175 175 N.V /, Aree 10 2')(2' fl'" 180 190 170 170 N.~ I. Area 11 2'X2' 8" 180 120 170 170 N.H, /Vea 12 Wau 1 D"X1 D" 250 195 240 240 , 'otlIl 1950 1955 '00% of DKign F :e1\lm 1 788 750 635 635 No Damper 2 787 1065 920 920 No Damper r_ 1575 '555 98"A of Dclsign 02 [lATE 317105 BY J.M, SHeeT OF ------~-_._-_.- ..... .-.---.--...-,--.-.---...-.. . MAR-11-2005 13:01 P.Ol? - ?1I~ SYSTEM ANALYSIS' AIR AND WATER BALANCING' HVAC COMMISSIONING FAN DATA SHEET PROJEI :T: New Horizon Child clIre LOCAll0N: Prior Lake SYSTEII: MAU.1 AREA sERVEO: Kitchen FAN II.j JIlUF. Reznor MOTOR MANUF. N.A. MOD. ( R SER. # RGB12S MOD, OR SER.' N.A. TOTAL CFM ',. - MIN. 0 A. CfM RETUI :N CFM . ,., , DESIGN 1000 _~~_ . _J DEfiI(;N 999 MOTORHP":.":. ,'\'. 1=- ... BHP ',~"::,:",~;~,:",:,"',,, .' - .. 't~'.,:..,,;, "','" .~~,. . . .... - .AC1\IAL .'... ,. ~ ':" '. ','...- 2.1 2.0 1.9 208 1 3 208 2.6 l ' , " .' ~ ,'. :' I . ..; ".:. ~ E PRES..').,.\'~I;...: PRES.' '~~)T:\.~:'t~ FAN "TIC PReS :;':".."';:'. FAN ", ," FAN F UL.LEY . BELT SlZE&. NO. : " C'1'R TO CTRIMTR ADJ. AMPERAGE . .12 <~~~,;\:~l/~~:~~~;'~':~:<"> ": ~L3 YOl.TAGE';'(. ", .. ~ ..?~~t~~.,\"~~~:,,,:,~: .", A38 (1) MOTOR SHEAVE O.LHEA~. FRAME/S.F.JEFF JP J'. Direct Drive NAMEPLATEAMPS X VOLTAGE CORI tECTE> FULL LeAD IUIlPS = . = F1El-D CHECKED VOLTAGE MOTOR oPERA llNG AMPS = X '" APPF :ox BliP = NAMEPLATE HP X CORRECTEO F .L.A, REM UlKS: Pd 3.3 Amps 1600 CFM has AK41 X 314 Ctlanged fan sheave, FS OJ>. TE 03/07/05 BY J.M. SHEET OF MAR-11-2005 13:01 P.01S I " ."~.."".,,..,,.._.":~ SVSYEM ANALYSIS' AIR AND WATER BALANCING . HVAC COMMISSIONING . .- -. .-., -..-....--... . .... -.. . ,... ,- '. ...... ~ ~ ,.. ,,".. DIFFUSER AND GRILL TEST REPORT PROJE ::1': New Horizon Chid Care LOCATION: PriOtLake SYSTaoI: MAU.l AREA SERVeO: KilcIIen 346 TESTIRNAL' , S VEl. CRI I ~-- ",' 'I REMARKS - DESIGN LOC"110N NO. 1YPESIZE VEL CFM -'- --'~ -- - - --,,"--- KIl :lien 1 2' X 2' 1 O' 330 TEST TEST 12 , "---- KiI chen 2 XXX 10' 330 326 326 Kiodlen 3 XXX 10' 330 327 327 1 otaI 990 1199 100% of Oesign 02 IIATE 317/05 BY J.M. SHEET OF MAR-11-2005 13:01 P.019 ~~,.,......m1@ .-. ~ ... ~. , -, " ,.. -." ..~ "..." ,.-,,"-- SYSTEM ANALYSIS' AIR AND WATER BALANCING . HVAC COMMISSIONING FAN DATA SHEET PROJe ::T: New Horizon Child Care LOCATION: Prior u.Jce SYSTE 101: EF-2 AREA SERVEO: Kitcl'len FAN II. \NUF. American Coolair MOTOR MANUF. N.A. 11I00. <<lR SER." CUBA15J01151E?:MD MOO. OR SER." N.A. TOTAl, CFM , "" , .' ' ',DESIGN 1000 ACTUAL . ..' ~', ~:'~~~~~:~~.~;.... , ;.: ", IIIIN. CI A. eFM' .' : =' O&S PRES., ", S' ....."" \ " :",!' ~."" FANnA11C,PRSS~;'.q , FAN F PM <,'... FAN F UUEY lBELTSIZE&NO., . ICTR' '0 CTRJMTR.AD.I. . ,- 1016 ""I, ..1~LMP~,:.&.'f.":,':~~l~;:..,~. BHP '.\~\'~;~":2V~:i"~' ~..\' "', 1I'''':-''4-?:J!\'",,~- ....t::,./I!,,~'J :"~:;'r;",~j,;,;.;. "':1 . ..;';::;...........,:i:f...t:"';~r.i':'~ ;~,' ;,",' ~ r DESIGN \' "ACTUAL ' ------ "'-""~- 9.0 j I ."PERAGE' '~~~".;.";<;'U ~ . ,....,.,;...~~;~ "'U:l~il!I'l1l\lio::wJ.~",O:W:';'U .~.~J~.i':';a.~\Y',"\:o,',!}i';'; ......:r..,.E'~." ".,;.'~;i',', ' ....... ..... '., ~~,':~..."'",.,,~.,~ ." ....i...\..~~,.. 8,9 4L210 (1) RPM .~,~~'~:-:",., .');.("j~~~.".,k.:;!';' MOTORSHBVE .,;,. "H'''.-'''';'''-' , O. L;; ""........'~\':t':', ' FRAMEIS.FJEFFJP.F. 115/1 120 NAIIIEPLATEAMPS X VOLTAGE CORRECTED FULL LOAD AMPS = = - ,. F1EL.D CHECKED VOLTAGe MOTOR OPERAllNG AMPS '" x = APPI :OX BMP ,. NAMEPLATe HP X CORRECTED F.LA ReM~: Kitchen is slightly negative. FS OATE 03107/05 BY J,M. SHEET OF MAR-11-2005 13:01 P,020 ~~ .':':.. "::"" .... .':. ~: . ~:.::. .' . ". - .... ..-.. SYSTEM ANALYSIS' AIR AND WATER BALANCING" HVAC COMMISSIONING FUME HOOD TEST REPORT PRo.IECT: New Horizon Child Care LOCATION: Prior I..alce SYS'ElIII: EF.2 AREA SERVED: Kitctlen TESl 1 r 176 185 181 % 1 )pen TOTAL OF READINGS = 16" X 1.76 X 2.09 X 1.76 NUMBER OF READINGS = 1 AVERAGE VELOCITY = 310 CFM 387 CFM 319 CFM AduaI CFM 1016 REMI Rl<S: 16" 20" 16" Design CFM 1000 % d Design 1 02",(, <( TEST 2 i %OIpen l TOTAL OF READINGS = NUMBER OF READINGS = AVERAGE VEl..OCITY . REMPRKS: TEST I j %Cpen ~ TOTAL OF READINGS = NUMBER OF READINGS = AVERAGE VELOCITY = REMA ~: DATE 317/05 BY J,M. SHEET OF MAR-l 1-2005 13:01 P.021 .. .~~ SYSTEM ANALYSIS' AIR AND WATER BALANCING . HVAC COMMISSIONING FAN DATA SHEET PROJE CT: New Horizon Child care LOCAT1ON; Prior Lake 0:.1':'11,:;11I: EF-1 AREASERVEO: Restrooms FAN...INUF. American Coolair MOTOR MANuF. N,A, MOD. C 1ft SER. . CRBCA1SJ01151 MOO. OR sa . N.A. . ."'''' .'... -"'{'.:'~.\.:'",... .. DESIGN .' 2Doo ........... ' '",,','/iN-""- ..'.-,.,-N~"............ _"""..."..... , "l';:::/,m'l{o"f:.', .,~'~. . ft\,tIlUML. ~ "':.'~_-=""""'::" _.., _, ~_ft_ 1935- MOTOR HP ,::.;"~''''' ,~~, ~"~..:\ ;"~"~~~ BHP "',, .."."!,~,;~~, .; ,"', ~,:;';";i.:~~4~~ :",' . .'., ".:;~n~~..,I-' ......,......'" ~:i'~I,;.M{... ........~ '.~ 9.0 9.1 ":, .~.~s',.;.,.\;.>:.'j../.'.~A-. ",,~,,;,,';.'"i:;j"'~ VOLTAGE;'~':~~; RPM . ,V.,..).:, ,>~'~'>,:;)iil.;~",~ \.,.'.....,.;':~~~~ ~ 1 TOTALl~'..~~:~~.'},/~., ". ' ..... 0 A ........'.':!..','<<.,b.." . ...... ' .... ~- ',.~~';:.,'"" . RETUI :N Cf1I'::';':~"';;: ' r'~.-~'V'~" .1 DISCH ....GE...,..,.. 'f"',.-" ltft ~~.".'-',.,'" suen )N PRES.-....,;;',:. '; , ".;:\"~'!o:~'-';" F..... 8' r........:PRES' ;.;;XJ;,',' ~ ftl.... , """I"tt:'.,,, FAN R ~M :!l~~~1'~i1)':' FAN PaJLLEY ~,~.:::~~~~,~~::y..; BELT: iIZE & NO.").!.~\':'"::''' CTR T :) CTR.IIITR ADJ. 115/1 120 4L210 (1) MOTORSHEAVE~.': O. L HEATERS:<:fi~j: FR/IlMfSIS.J:~F JP;. ~~,~, CORR .eYED FULL LOAD AMPS" NAMEPLATEAMPS X VOLTAGE AELD CHECKED Vex. TAGE = = MOTOR OPERAllNG AMPS APPRI)X SHP '" NAMEPLATE HP X = X = CORRECTED F.L..A. REMA ~: Outlet total 2000 CFM FS ~ATe 03/07/05 BY J.M, SHEET OF _ _ _._..-----1-~_______,____~_,_______.__" .______.,__.____ _._..__..._..__.. ._"0 _'_"'_"_~______'__"'____" ..-. MAR-l 1-2005 13:01 P.022 '. ..;, ~ .::::~~"".~.. ~:' ....,.. ....,..-_ _"_~A."_ .-.~" ~ SYSTEM ANALYSIS" AIR AND WATER BALANCING. HVAC COMMISSIONING DIFFUSER AND GRILL TEST REPORT PROJ ECT: New Horizon Child Care LOCAnON: Prior Lake ';)>l""II:;.M: EF.1 ARI:A SERVEO: Rcstroom:s LOI:A~ : I~. DESIGN ....:,'., ,resT I resT I TEST ,FINAL ....". , I '''' .... , I '., "&'1\" TYPE SIZE VEL I CFM'. 'h'1: "2 3 . Va.: ':0:." . \,,'.: . . REMARKS , -.--- "'...---- R...."....I 1 6" 60 85 85 ~ tation 2 S" 60 78 78 3 ,rx,r 350 284 284 " , 12"X12" 350 276 276 R~ stroom 5 S" 60 88 88 Rl stroom 6 6" 60 94 94 R.~~,. ",',," 7 6" 60 77 77 Rl woom e 6" 60 69 69 Rl slroom 9 6" 60 58 58 Rlsll'OOm 10 6" 60 30 30 Rl stroom II 6" 60 48 48 R4 slroom 12 6" 60 41 'I ~tation 13 8" 350 352 352 ~ 'tItion 14 8" 350 355 3SS fotal zooo 1935 97".4 of o-ign 02 [ATE 317/05 BY J.M, SHeeT OF P.023 MAR-11-2Q05 13:01 . cenre rfIoint. Ener1J r Minflf gasco HOUSE Ii EATING TEST RECORD ADDpK:C!:C!: ~CCUPANT HEAT LOSS v... SOLO Bv~rpni"t Fl"l~ Mlr""lAt"Ar:~ Electrical Work II - TYPE OF HEA FA Rer,"; ~j-' . c:::rint. Minne 7asco ADDRESS OCCUPANT HEAT LOS'" 'VA' DATE HTG, INST, SOLO BV......Qa ~t "'",or"" Mln"""M<'<'> Electrical Wotk Iv .. TYPE OF HEAl FA l' ",)f .1zJfJ SPACE HTR. . MAKE Modol Serial NPUT THERMOSTAT Value Urnit Uml! Seninn Fan Senln~ PUo' Typ& Pilot Melee P~o' Mode' PilotlimirY' Pressure nput CFH Srack Temp, MAKE Model Serial NPUT THERMOSTAT Value Limil Um~Sellino Fan Set1ln~ PUO! Typo Pilo! Mai<. P~ot Modo,' Pilot Timin~ Pressure nput CFH Sl8ck Temp APT. OWNER DATE HTG. INST.~:;- INSTAllED BY Ges Line By SPACE HTR, UNiT HTA. _ OTHER FlOOR crN CAntO!~nit'lt l="'Arn~lnnPo(l''''~.n . GAS DESIGN "':.AIS.R.I( 12 19~.l</ ~JO- ~/J '{(""(lvC-r ,."".-rJ "1<1..:P".., CONVERSION Vont SI.e KIND OF liNER NONE Ora" Hood _ Flltel'!l Size Chimney Location Inaidl'J Chiml1ey Construetlon SIZE RegUlator Number Outside CONTROLS Heat Plu~ (~:2M', f\,'<:r J";(-- Wiring TQ$tTllfl Lighting Ins!. Oate Te.tad Company Testing CAnterPoint EnArov Mi"nQ,gas".l'l Name of Testor ..1/,.. '"J/ / I " I, oJ' I, '"" ~,-:;- /;A.,jl, )1" Percent CO. _I.. Pon:ent 0" :v- Pereent CO -~) "1UDO., HOUSE t-1SATING TEST RECORD APT. OWNER FLOOR CITY INSTALLED BV CAnt~tP(')int FnArlj;lv MinnAnA~r.;o Gas line By UNIT HTR, OTHER GAS DESIGN . ..... ,'~ ~ Joj .... ~J~'~ ,~" ~ - cn7'P'fr)(>j <, . <:// U";_1!It:9 <;n.::l <' 4' 1/<. ~~~'t:" CONVERSION Vtilnt $11;e KIND OF UNER NONE Oraft Hood FIlIO,.. Si.e Chimney Loca~on IMide Chimney Construction SIZE Regulator Number Outside CONTROLS Heat Plur ,e;, ("'~ 1J'''~ml> r::...;,. je;< Wlrir1g Test Teg Ughtil.,g ln~t. Date To.to<< Company Testing --.J<llI'lo,Point Wll'" MinnA~ Name of Test9l' .!.-ILIA II: ,,/ II '1 ,1 " /' '"" ('" ..owC- 14"'"",,) Percent CO. 7 Pereont 0" _9' Pere""t CO .... MAR-11-2~05 13:02 . C.!fIIerPoinL Energ , MinnS7aSCO ADDRESS 9CCUPANT HEAT LOSS VA' DATE HTG, INST, $OLD BY. r., !'lt~rP()lnt EnArt!V MinnAa..,." EleCll'icaI Work ~v TYPE OF HEAl F"-K..u.;: ~p SPACE HTR. MAKE Model Sorial NPUT GAS DESIGN , ":n 12.0.,,, /( , ('in";:.'~ .0"($' ~/I <,(.n</G:-4n!).of"" u<?~o CONTROLS THERMOSTA'r ValuA Liml' Limit Seftln~ F8!I Sellln~ P1101 Typo Pdot MakA Pilot Model Pilot Tlmln,:, -rj/,(Lo,o tHi'. Ir1~O ~ J.....'v: " ,....,~I: J~~.Jd '~J/' Pressurt' nput CFt-! Stack Temp, :~ '.<:" ~-'~ //(0,>0:) ._',~ Cen/a'Poinl~ . EneTfJ. ~ Minne. gasco ADDRESS OCCUPANT HEAT LOS" V.. SOLO BV----Ci ..,,,,point t=nArav MiMAQR~"" Eleetrleal Work Bv TYPE OF HEA'. F~~-1't)/J MAKE Model Setiel NPUT ~gJttl.AS DESIGN ,/<;('rf'.~ ~lf'l<J - <:'u 41<10</("" ~-D'" "l liJS"~ CONTROlS THERMOSTAT ValuA C ';",.,":IU ., Um~ .ft.,)"...... Urnlr Settlol"'J /': <." ~ Fan S8llin~ Pilot Typo Pilot Make Pdot Model Pilot limln1'l ,_~/..cr,.':l.1 ,....,h.~~.m)) DI~'" ;.,.>t;.:.J.-- .'1 /," ~,' /' " /,' ., PressurE' " , ~ nput CFH il <~.:''<..J() Sleet< Temp, Heat Plu~ Percent Co. ? Percent 0, _7 Percent co 0 P.024 HOUSE ~lEATING TEST RECORD APT. OWNER FLOOR CITY INSTALLED BY Gas Lino By UNIT HTR, r~tArPnint Fn~rav Mlnnecascn OTHER CONVERSION VQnt SIte KIND OF LINER NONE Dra" Hood Fillers Size Chlmn"y L"""~on Inside Chimney Construction SIZE ReQulalor Number Outside Wiring TestTo't'\ Lighting I""., Dale Tosled Company Testing r'::An'erPoint EnMOV Minn99~.'U".tl Name of Te.lor House HEATING TEST RECORD FLOOR CITY APT. OWNER DATE HTG, INST, .~. / ,,,:,,- SPACE HTR He.t Plu~ Perconl CO. 'l Pereent O. ___\) Percent CO r) INSTALLED BY CAntfuF'nint Fnorav MinnA('fAC\r.n Ga. Line By , UNIT HTR, OTHER CONVERSION V<!ril Size ,uo" J.':, KIND OF LINER NONE Draft Hood Fillers Size Chimney L.ocation Inside Chimney Construction SIZE Rogulator Number Outside Wiring Test T~ Lighting Inst. Date Tostod Company Testing CantprPnint FI"lArnv M;nnp~::a~.n Name 01 Testor MAR-11-2005 13:02 JGlGO,L '0 eWDN VUDl:utn,oIl.1!V\lNJJl:fiJ:t ~U!UdJt:l+utt:.J Bunsal,.(uvdUJo:) pelSe.lOIOO 1'!lU1 BUll4Bn Bt:l. ~SEl.L ":'UIJ!M aplslno JaqwnN JOl~m8stl SZIS NOISll3ANOO UOIpnJICuoO ~avwl40 ap!,ul UOllOO01 ~.UW!40 OllS $Jeijl~ POOH II"JO 3NON 113NIl ,j()ONI)I ....%!S IU8^ <l3H.J.O 'tI.lH J.lNn ..8 eUIl en!;) A8 OS1'V.l.SNI u:.J~t:VWI,lUW'f hUJ/d'U;lIU!Ud,ll:ltl"l"'~ A.1I0 tl001d 'loISNMO :J,dV a~003H lS3J. ~NI.LV3H 3SnOH ,.",.""~"_,,,:,,,,4'"'~."__'__"~'~. ......... _. . r;::/nI- Minm gasco AODR~C:C: OCCUPANT HEAT "OSS V.... SOLD BY ~ nwrPnint Fn.gmv MlnnAtlA!V''' Eleclrlcal Work IBv TYPE OF He,<;' FA !c:,...;f2>u MAKE Model Serial NPUT Preasum nput CFH, Stack Tome. GAS DESIGN r. ,,,,../2}>,,:2 i.J,'; ',,:',,: I'JJ>/.., - <II lIqcyo.-:... ,- ^,~ ~.~ 1,"<.--.!VJu CONTROlS 11.';'" ~,~~~ I' I~ I' I' " " ~ ." JA.Jh.}r' 1/<" :;".) L ?O lU&:uEld .>.I' ~OO IU90Jed P.025 , . I," _" 1. / H:I~ \ndu .5" - r- 9JnSSQJd ".,.v~ Y ""/'fl t>UlWll.lOlld lepo~ IOlld e~D~ IOlld ed~.lIOI!d t.uJQ8S UUd CU1~ i1wn ~""-i.:1'~'11 ./wn "1''' ........ ."'( ,r.J/7 vnl1l^ .l.V.lSOWIdSH.J. ~!7ff -IV f7;"""""/.1Jr.',,-l'I ~ ( )\;;7-::,' onld I&eH S1011lNOO ~ .~<..;.)t"1 lIt: ~ Ll \ 't.",l<,'-)'-'I >' \...: <'-;";1 !< "~l;. !'tJ~~) U 7Jvr: V l.'" ) I N!lIS3a SlfD V .l.ndN IO~es lepo~ 3)M'l l:I.lH SOVdS 7/.'f: '"' r ;"'l''IW Vd .l\'3H dO SdAJ. ^8 >!lOM 1""'-13 U01:iIllwlll'uu!n I\UJI;fU;:I W!Ud.ltl'I.UtI'O AS 0108 J.SNI '~.LH 3.l.Va '''A 'SSOl.l\'3H .l.NVdllOOO SS310100V roseDaUU!W ADJaIl3 . "1UfOrJI'1Iua:J HOUSE HEATING TEST RECORD APT. FLOOR CITY OWNER DATE HTG, INST, ~'I-,,~ INSTALLED BY ~AntttrPoinl EnArnv MinnAQJ\:!:r.o Gae Line By SPACE HTR UNIT HTR. OTHER Hea! Plu~ Percent C~ 3 Percent ~ '7 Part"JAflt 00 r'i CONVERSION Vent Size KIND OF UNER NONE Ora~ Hood Filters Size Chimney L.oce.tion Inside Chimney Construction SIZE Regulator Number Outside THERMOSTAT Value (', - ':!2.'''' ~<" ..2,:l. Umlf 7?~.i!.;)v.""'l"jJ'. Umit Senin" /7(...... Fan Settl"l' Pilot TYr" PHOl Make Pilot Mod'" Pilot Timin" WJrlnn Tesl Tag Lighting Inst. 0019 TCl'.1OO Company TestJng CAnlArPolnt EnQrcv Minneg':ll:",:",:n Name of Tester TOTAL P,025 16200 Eagle Creek Avenue S.E. Prior Lake, MN 55372-1714 September 8, 2004 Mr. Dan O'Mara Portfolio Design Services Inc. 2340 North Lexington Avenue Roseville, MN 55113 RE: New Horizon Childcare building Following are the results of the plan review for the New Horizon Childcare building. Our review was based on the 2003 Minnesota State Building Code (MSBC) which adopted with amendments the 2000 International Building Code (IBe) 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 (IFe). 1. Sht. CS-2: Provide two exits from great room, minimum 1/3 diagonal ofroom apart. IBC 1004.2.2.1 Exception #2 2. Sht CS-2 Note #3: Occupant load of Lounge and Great rooms must be calculated into total occupant load. IBC 1003.2.2.3. 3. Doors 10lA,B, C: Swing in direction of travel. IBC 1003.3.1.2. 4. If any, provide requirements from Minnesota Department of Human Services Rule 3 licensing requirements. 5. Sht A2.4: Provide specifications and details on kitchen hood wrap. 6. Submit plumbing plans and kitchen plans to the Minnesota Department of Health before construction begins. 7, Kitchen inspected by the State of Minnesota Department of Health before occupancy, 8, DetaiI12/A2.6: Provide code compliant stairway for diaper changing stair. 9. Rooms liS and 122: Provide signage identifying individual genders. IBC 2902,2. 10, DetaiI15/A2,8 and Sht A2.7 note 7,72: Provide handrails on both side of pull-down ladder. IBC 1003.3.3.11. . www.cityofpriorlake.com Phone 952.447,4230 / Fax 952,447.4245 ---+--------~--.".._--'_.._^-~._.._---.~-------_._-_.,-.._--.....,.--------.....------.. ..,---_._.~._--._-- --,-..---.-. --_.__._---_..,.._--~~- . ----.- II. Sheet A5.1: Provide attic ventilation clear vent specifications and calculations for each of the attic areas. UBC 1505.3. 12, DetaiI3/A5.2: Provide documentation on foam that meets FM 4450 or UL 1256, mc 2603.4.1.5. 13, DetaiI12/A5.5: Block edges of roof sheathing. mc 2603.4.1.5. 14. Detail 13/SP-3 Structural engineering required on 20-foot pylon sign. 15. Lawn irrigation plan with a plumbing permit required. 16. Install Fire Department lock box. An application is received at time of building permit. The following are comments from a memorandum on August 4, 2004 DRC site review committee: I. Sheet CI: Structural engineer to design retaining walls over 4'.0" in height. l. 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 and by Fire Department connection. IFC 503.3. 3. Sheet C2: Provide a Fire Hydrant within 150 feet of the Fire Department connection. f. Sheet C2: Provide a Post Indicator Valve (PIV) on sprinkler supply line into buildings. Locate a minimum distance away the height of the building. ;. Sheet C2: Ifprovided, indicate means of lawn irrigation. May use separate service and metering for billing purposes, Please explain use ofteed domestic water line, 5. Provide HDCP ramp detail. 1fhe following are building plan comments: I. Submit signed architectural, structural plans and a Certificate of Survey before building permit. Submit signed HV AC, plumbing, fire/smoke alarm, emergency lighting/exit signs and sprinkler plans. May be submitted at a later date. L Provide detail oflawn sprinkler service stub valve and backflow prevention details. 'j. Provide HDCP signage details. O. An S.A.C. determination must be completed by the Metropolitan Waste Control Commission, Contact lody Edwards at 651.602.1113. Presently, there is a charge of $4,100,00 per SAC unit which is collected at the time of the building permit issuance. : L Submit a soils report. 'I. Submit Energy Envelope Calculations, MN Energy Code 7670.0100 O. Sheet S-I: Submit a Special Inspections Agreement. See enclosed. UBC 1701.5. . 11. Ventilation for the building must meet UBC chapter 12, Provide 15 CFM of ventilation per occupant in the corridor. 12, Provide fIre extinguishers minimum 2AIOBC rated, within 75 feet travel distance of all areas, UFC 1002, 13. Install Fire Department key box by front door. An application is received at time of building permit. 14. Provide address numbers on building. IFC 505. The site plans must be reviewed by the Cities Developmental Review Committee (ORC) which consists of representatives of Planning, Engineering, Parks, Finance, and Building Departments. The DRC must approve the site plans before a building permit can be issued. If there are questions call at 952-447-9851. ""- ^- '> 8uilding OffIcial ~nc. . .-". r;; 5515311500 UL TE lG MPLS ROSEWOOD PORTFOLIO 7635'll11bl:l PAG~. uP;5",. 03/0?/20ms 12:15 ~tei .' ,. Cot II> 'lo' 4_...... 5201 '- R/wef Read, SUite 308 Mil.. ,pOlis, UN 55421-1027 PIIOf' " 763.571.2500 Fill: '63,571.1168 MEMORANDUM lJ Ite-ig Project Numbet: Match 1, 2005 PotlfoU.o Design Services/Rosewood COIlSUUction 2.340 North Lexington Ave. Roseville, MN 55113 (651) 631-1500 Dan O'Maral Chris Clements New Homon Day Care Prior Lake, MN 204.822 Dati!: d,ent: fa: A te,ntion: U lteig Project Name: 1 his, memO is in regards to the adequacy of the wood trusses to support the sprinkler 5 ystem, The following items are noted: 1, The wood trusses were sized based on an assumed dead loads beillg applied to both the top and bottom chords of the truss. ;2, The wood trusses are structurally adequate to support the sprinkler system from the bottom chord. 3. Corrective measures are not tequired, Please call with any questiQ1\S or concerns, I hereby ,edify that this plan, spetlfication 01 report wati prepared by me 01 under my direct supe'rvi9ion and that I am a duly licensed prafeS~Sional ellg\neer under t taws of the State of Minneso . nyon s, Hanlon . Oat<- :2. /. / tJ ,- Minne90ta Reg{stration No. 419<U, Minneapolis. loAN . DetrOit Lakes. MN . Fargo, NO . Bismarck, NO . Slow! Falls, SO www.ulr.I,.cam TOTAL P,ell CONSULTANTS IlAMERICAN . GEOTECHNICAL . MATERIALS ENGINEERING . ENVIRONMENTAL TESTING, INC. RT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS _ ASTM:C39. PROJE :T: NEW H )RlZON CHILDCARE 4400 Fe UNT AIN HILLS DRlVE NORTHEAST PRIOR "AKE, MN REPORTED TO: ROSEWOOD CONSTRUCTION SERVICES 2340 NORTH LEXINGTON A VENUE ROSEVILLE, MN 55 I 13 ATTN: BILL BARTOLlC CC: CITY O"~ORr I AET JC B NO: 20-04687 DATE: January 28, 2005 Placeme lit Information.=. SetN. : Date t :ast: Cast I,y: Datel:eceived in Laboratory: 5003 A - C 12/3012004 Contractor 1/312005 Concrete Supplied By: Mix No: Truck No: Placement Method: Plastic I rODerties, (ASTM:CI43, ASTM:C23I, ASTM:CI064) Slum)::, in: Air Content, %: Placeme!lt Location: Concrete Temp, 1"': Cvlind "No. 5003 A 5003 B 5003 C Cvlind ~r Information Heigl It (in.): DiaIT .ter (in,): CroS1-sectional area (sq, in,): CyliTI der condition/preparation: ,CurintJ Information Tesl dale: Day: on site: Day: in curing: Age '1Iesling(days): Test In rormation Loa( I al Failure (Ibs,): Strellgth al Failure (PSI): Spe1ified Strength (PSI al28 Days): Type of Failure: Conforr lan<;!': The 28-day resull is reported for informalional use only. Report.. B~~~r John J, H lUP!' Materials Engi er 12,00 6,00 28,27 12,00 6,01 28.34 12,00 6,00 28,27 1/712005 1/27/2005 Lab Hold 4 4 4 4 24 8 28 94,880 144,930 3,360 5,110 Cone Cone RF This document shall not be reproduced, except in full, without written approval of American Engineering Testing, Inc. 550 Cleveland Avenue North. 51. Paul, MN 55114 .651-659-9001 ,Fax 651-659-1379 Duluth . Mankato . Marshall . Rochester. Wausau . Rapid City. Pierre. Sioux Falls AN AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER CONSULTANTS IlAMERICAN . GEOTECHNICAL . MATERIALS ENGINEERING . ENVIRONMENTAL :t1iS~:~lIa.J~E,S,SlVE STRENGTH OF CYLlNDRICAL CONCRETE SPECIMENS - ASTM:C39 PROJE{ T: NEW HCRIZON CHILDCARE 4400 FOl JNTAIN HILLS DRIVE NORTHEAST PRIOR L ~KE, MN REPORTED TO: ROSEWOOD CONSTRUCTION SERVICES 2340 NORTH LEXJNGTON A VENUE ROSEVILLE, MN 55113 ATTN: BILL BARTOLlC CC: CITY OF PRIOR LAKE AET JOR NO: 20-04687 DATE: January 27, 2005 Placemellt Information: Set No Date { ast: CastBr: Date I<eceived in Laboratory: 5002 A - C 12/29/2004 Contractor 1/3/2005 Concrete Supplied By: Mix No: Truck No: Placement Method: Plastic P 'ooerties: (ASTM:CI4J, ASTM:C2J I. ASTM:C 1 064) Slump in: Air Content, 0/0: Concrete Temp, FO: Placemellt Location: Cvlind, r No. 5002 A 5002 B 5002 C Cvlind, r Information Heig\'t(in.): Diam ,ter (in.): CmS! .sectional area (sq. in.): Cylin ler condition/preparation: Curing Information Test date: Day~ on site: Day: in curing: Age ,t testing(days): 12,00 6.00 28,27 12,00 6,00 28,27 12,00 6.00 28,27 Test In formation Loa, I at Failure (lbs.): Stre 19th at Failure (PSI): Spel ified Strength (PSI at 28 Days): Typ , of Failure: 1/7/2005 1/26/2005 Lab Hold 5 5 5 4 23 9 28 ] 17,840 169,450 4,170 5,990 Cone Cone :::::=,~' l\;~-'" re_ fu, m'~';oo"" 00" John J, t aupt, PEe Material: . Enginee RF This document shall not be reproduced, except in full, without written approval of American Engineering Testing, Inc. 550 Cleveland Avenue North, SI. Paul, MN 55114 .651.659-9001 ,Fax 651-659.1379 Duluth. Mankato . Marshall . Rochester. Wausau . Rapid City. Pierre . Sioux Falls AN AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER \ ~,. "",. "<l"::'~' ....'. '1...; /^ /",' ..'.'l;...)r.. I I I I I I I , Less work, weight, . and space for the . . ..... rot~ction you eeiL I I I I I I I I I I -, I 02/01/2005 18:13 5515311500 ROSEWOOD PORTFOLIO I 3M™ Fire Barrier Duct Wrap 15Aand 20A, DuctWrap Collar 20A, and Plenum Wrap 5A This non-asbe.tos fire resistance wrap is a patented inorganic blan eel encapsulated with scrim'reinforced foil. The result is ar e:<tremely flexible wrap with high strength, Insulation ~. _I ..':es protect combustible construction at lCI'O clearance at o.erlap or collar. providing an alternative ro a 2-hour rated ;\. , ....;.taoce shaft enclosure. 3M Fire Barrier Ducl Wrap ISA and 20A Thickness choice of 1.5' (15A) and 2' (20A) for single and doul ,Ie wrapping in a variety of applications: commercjal kilcl eo grease duCl5, air ventilation and chemical exhaust chJcts. stair pressurization dUClS, hazardous exhaust duClS, trash and .inen chures, ISA i. the thinnest .tandard one layer wra], for ~ducrs rated as a shaft alternative per ULl97g, Roll widths of 2' or 4' in 20' long rolls. PAGE 04 I I I I . 3M FIre Barrier Dud Wrap Cullsr 20A 2" thick by 6' ...ide collar for wmpping butted seams of 20A or 15A dUCI wrap. 3M Fire Barrier Plenum Wrap SA Provides. fJe:<ible non-combustible enclosure for cables and pipe in return air plenums as usted to UL9tO, Use with single or multiple t' and larger plrlstic pipes and cable. including PVC, CPVC, PB, PE, PP. PVDP, and ABS. No offgas.ing during fire exposure. 112' by 2' or 4' widths in 25' or '50' long rolls. See back cover for technical deU.ls on the full line. I 02/01/2005 18:13 5515311500 ROSEWOOD PORTFOLIO PAGE 05 I I -rttls Is OIlly 1 paml Uat of cod9 compliance. 00 to 3m.comlflreaop Of speak 10 your aultlalZ8d 3M d~ or salB8 rapresentaUve at 1-e00-.32.1811. WomInty . id Llmlllld Re,medy.l11Is product... be fnl9 "'"" deIecl:l il_ or<! IT1IIRJfaauro for 0 period cJ '*'llIV (90) dlriS from dale of purd1ase, 3M MAKES Nll OTH~R WARRANTES INCLUDlNG, BUT NOT LIMITED TO, ANY IMPUED WARRANTY OF MEACHANTABIUTY OR FIll/ESS FOR A MRTICI LAR PURPOSE. Use.- " ...po",lbl. for detIIrmlnlno whither 1l1. 3M ptO(IUGII, nl for a pani",,", purp"'" and "'liable to, LOen .ppllC3bOn, n 1l1, 3M product ~ pr lV6d to be defectivo wlt/lln me warran1y perlO<l slated .bove. your I!l<tluslve remedy.nd 3M~ obllganon, at 3M" option, to repfJce or repair the 3M ptO(Iuct or ..fund th purcl1as6 price of the 3M product. UmlllllDII or Ulblllly. Exoopt ..h<<' proh~lbld by law, 3M will nor b9 nable for any loss or damage arlslno from a 3M produd. ..hi her dilllCl. i~ SI>lCia~ ir01el1;ll, <r """"lL<l1llaI, reowess oIlf1e 1ega11l1eOly -.l1Wll1O YaTaI1Iy. conIlal1. negIioence 01 SlI'a nabllil'> .. Consumer Safety and IJght Mar &gemeD! Department 3M een.." Building 223.2N-21 St. Paul. M" S5144-1000 800-328.1187 3m,comlfir "lOp @ @ 3M :'002 Litho In USA 9&0400-5058.9(121)11 P,ill/M Oil 504 rt:r':)(.ud ""',tflt1Xlf'<l" illd/JdiJl4' J(R, P'Jll"f;l)PI.'JI'1l4r want ~r. /! "-J _ ~+--_..l-__ ___ ~ PLASTIC Post;)!" Fax Note ITa ( 'IA\"\" Co.b,~r 7671 I Dale '1210('" l~a3ks~ ( Fram~ ~ I 110..\ _ _~r"' Co, . Phone * Phone # nd the manufacturer's instructions shall lm the interior of the building by wood , sheathing not less than 0.47 inch (11.9 -mm) In mlcKItess bonded with exterior glue, with edges supported by blocking, tongue-and-groove joints or other approved type of edge support, or an equivalent material. A thermal barrier is not required for foam plas- tic insulation that is a part of a Class A, B orC roof-cover- ing assembly, provided the assembly with the foam plastic insul' . ' I l I I I posedsurfa,eto IFa,," G:S(.(p<j(-/SZKJ Fax' of fire expo iure ture curve ( f A: stalled in s'lch a manner that it will remain in place for 15- I minutes b", od on FM 4880, UL 1040, NFPA 286 or UL 1715. Combustib] 0 concealed spaces shall comply with Section 717. 2603,4.] Thermal barrier not required, The thermal bar- rier spol ified in Section 2603.4 is nor required under the conditio 18 set forth in Sections 2603.4.1.1 through 2603.4, .13. 2603,4.1.1 Masonry or concrete construction. In a ma- sour:' or concrete wall, floor or roof system where the foan plastic insulation is covered on each face by a mini- mun, of I inch (25 mm) thickness of masonry or con- cret( . 260: ,,4.1.2 Cooler and freezer walls. Foam plastic in- stall od in a maximum thickness of 10 inches (254 mm) in coo] or and freezer walls shall: I, Have a flame spread index of 25 or less and a smoke-developed index of not more than 450, where tested in a minimum 4 inch (102 mm) thick- ness. :.. Have flash ignition and self-ignition temperatures of not less than 6000F and 8000F (3160C and 4270C), respectively. I. Have a covering of not less than 0.032-inch (0,8 mm) aluminum or corrosion-resistant steel having a base metal thickness not less than 0,0160 inch (0.4 mm) at any point. l. Be protected by an automatic sprinkler system. Where the cooler or freezer is within a building. both the cooler or freezer and that part of the build- ing in which it is located shall be sprinklered. 26 ~3,4.1.3 Walk-in coolers, In nonsprinklered build- in: :s, foam plastic having a thickness that does not exceed 4 i ,ches (102 mm) and a maximum flame spread index of 7~ is permitted in walk-in coolers or freezer units where th, aggregate floor area does not exceed 400 square feet (37m') and the foam plastic is covered by a metal facing n< t less than 0.032-inch-thick (0,81 mm) aluminum or c< rrosion-resistant steel having a minimum base metal tt ickness of 0.016 inch (0.41 mm), A thickness of up to If) inches (254 mm) is permitted where protected by a tl ermal barrier. 2,03,4.1.4 Exterior wal1s-one.story buildings, For ole-story buildings, foam plastic having a flame spread i, idex of 25 or less, and a smoke-developed index of not n lore than 450, shall be permitted without thermal barri- e rs in or on exterior walls in a thickness not more than 4 i Iches (102 mm) where the foam plastic is covered by a t 1ickness of not less than 0.032-inch-thick (0.81 mm) ~ luminum or corrosion-resistant steel having a base Iletal thickness of 0.0160 inch (0.41 mm) and the build- i og is equipped throughout with an automatic sprinkler , ystem in accordance with Section 903.3.1.1. : 1603,4.1.5 Roofing, Foam plastic insulation under a roof ISsembly or roof covering that is installed in accordance 2603,4.1,6 Attics and crawl spaces. Within an attic or crawl space where entry is made only for service of utili- ties, foam plastic insulation shall be protected against ig- nirion by l.5-inch-thick (38 mm) mineral fiber insulation; 0.25-inch-thick (6.4 mm) wood structural panel, particleboard or hardboard; 0.375-inch (9.5 mm) gypsum wallboard, corrosion-resistant steel having a base metal thickness of 0.016 inch (0.4 mm) or other ap- proved material installed in such a manner that the foam plastic insulation is not exposed. The protective covering shall be consistent with the requirements for the type of construction. 2003 INTERNATIONAL BUILDING C I I 1 . I , I I 0 ave a fire protection rating. Where pivoted or side-hinged doors are permit- ted without a fire protection rating, foam plastic insula- tion, having a flame spread index of 75 or less and a smoke-developed index of not more than 450, shall be permitted as a core material where the door facing is of metal having a minimum thickness nf O,032-inch (0.8 mm) aluminum or steel having a base metal thickness of not less than 0.016 inch (0.4 mm) at any point. 2603.4,1,8 Exterior doors in buildings of Group R.2 or R.3. In occupancies classified as Group R-2 or R-3 as applicable in Section 101.2, foam-filled exterior en- trance doors to individual dwelling units that do not reo quire a fire-resistance rating shall be faced with wood or other approved materials. 2603,4,1.9 Garage doors, Where garage doors are per' mitted without a fire-resistance rating and foam plastic is used as a core material, the door facing shall be metal having a minimum thickness ofO,032-inch (0.8 mm) alu- minum or O,010-inch (0,25 mm) steel or the facing sball be minimum 0.125-inch-thick (3,2 mm) wood. Garage doors having facings other than those described above shall be tested in accordance with, and meet the accep: tance criteria ofDASMA 107, Exception: Garage doors using foam plastic insula- ,~ tion complying with Section 2603.3 in detached and , attached garages associated with one- and two-familY,': dwellings need not be provided with a thermal barneri' 2603,4,1.10 Siding backer board, Foam plastic insul,a,* ' tion of not more than 2,000 British thermal units ~ square feet (Btn/sq. ft,) (22.7 MJ/m') as determined!iY. NFPA 259 shall be permitted as a siding backer boiird with a maximum thickness of 0,5 inch (12,7 mID), Pl.'?j vided it is separated from the interior of the building;P not less than 2 inches (51 mm) of mineral fiber insula., \ I I I 536 I, Fire Sprinkler Review 4400 Fountain Hills Drive New Horizon I, Separate permits are required for fire alarm system, 2. The 1999 addition ofNFPA 13 shall be the standard 3. It is the responsibility of the fire sprinkler contractor to flush all mains, supplies, and branch lines to insure the proper operation of the system. 4, All materials shall be tested and approved for the intended use, 5, Provide approved audible sprinkler flow alarm at the Fire Department connection and through out the interior of the building in an approved locations where normally occupied. 6. All valves alarms controlling supply lines, water flow alarms, trouble signals shall be distinctly different. All alarms shall be monitored in an approved manor. 7. The fire sprinkler contractor shall provide to the City of Prior Lake a list of all monitored items at the sprinkler final. 8. Seal all penetrations in rated walls and ceilings, 9, Note approved location of the FDC 10, All head types, location and obstructions etc, will be field verified, 11. Provide sprinkler head information at the hydrostatic test. I Call (952) 447-9850 for inspections. 24 hr. notice required ~ ~- tileD / Fire & Building / Products Tee"nlcal Servlcea: Tel: (800) 381-93121 Fax: (800) 791-5500 ~ LEN I HAL - Customer SendcelSales: Tel: (215) 362-0700 I (800) 523-6512 Fax: (215) 362-5385 Series TY-FRB - 2.8, 4.2, 5.6, and 8.0 K-tacfof URright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage . Gfilneral Description The ~ ,eries TY-FRB, 2,8, 4,2, 5.6, and 8.0 I :.factor, Upright and Pendent Sprin ders described in this data sheet ara c uick response - standard cover- age, lecorative 3 mm glass bulb type spral sprinklers designed for use in light or ordinary hazard. commercial occu lancies such as banks, hotels, shop :ling malls, etc. The recessed version of the Series TY-F ~B Pendent Sprinkler, where ap. plica :>le, is intended for use in areas with a finished ceiling. It uses either a two- ,iece Style 10 (112 inch NPT) or Sty" ' 40 (3/4 inch NPT) Recessed Es. cute leon with 112 Inch (12,7 mm) of reCE ssed adjustment or up to 3/4 inch (19, I mm) of total adjustment from the flush pendent position, or a two-piece Styl' 20 (1/2 inch NPT) or Style 30 (3/4 inct NPT) Recessed Escutcheon with 114 nch (6,4 mm) of recessed adjust- me. t or up to 1/2 inch (12,7 mm) of tota, adjustment from the flush pen- den t position, The adjustment provided by I 1e Recessed Escutcheon reduces the accuracy to which the fixed pipe dro )$ to the sprinklers must be cut. COI rosian resistant coatings, where ap~ licable, are utilized to extend the life of copper alloy sprinklers beyond tha t which would otherwise be ob- tail ed when exposed to corrosive at- me ipheres. Although corrosion resis- tar t coated sprinklers have passed the sta ndard corrosion tests of the appli- cal ,Ie approval agencies, the testing is no representative of all possible car- ro! ive atmospheres. Consequently, it is 'ecommended that the end user be co lsulted with respect to the suitability of these coatings for any given corro- sh e environment. The effects of ambi- er t temperature, concentration of ct1amicals, and gas/chemical velocity, stl :Juld be considered. as a minimum, ailIng 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 TV-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 anyoU1er authorities hav- ing jurisdiction. Failure to do so may impair the integri/y of these devices, The owner is responsible for maintain- ing lheir 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,I/2"NPT Pendent 2.8K, 1/2"NPT Upright 4.2K,1f2'NPT Pendent 4.2K,I/2"NPT Upright 5.6K,I/2"NPT Pendent 5.6K, 1/2"NPT Upright 8,OK,314'NPT Pendent 8.0K,3/4"NPT Technical Data Approvals UL and C-UL Listed, FM, LPCB, and NYC Approved, (Refer to Table A for complete approval information including corrosion resis- tant status.) APRIL, 2003 ~...".". j1i~E~~\~ ;.- _.' .- ~,. ,\ --~. ".. . . , ' - JIt' ! >1 . ,,,"~'''' t,,, I : <~;,.' 'C'" " iill .....~ :~ I '. -, -- - /a~\ (~~~ -- . <. Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K = 2.8 GPM/psj1/2 (40,3 LPMlbar'/2) K = 4.2 GPMlpsj1/2 (60,S LPMlbar'/2) K = 5.6 GPMlpsj1f2 (80,6 LPMlbar1/2) K = 8,0 GPMlpsl,/2 (115,2 LPM/barl/2) Temperature Ratings Refer to Table A and B Finishes Sprinkler: Refer to Table A and B Recessed Escutcheon: White Coated Chrome Plated, or Brass Plated ' '" ~ ~ ,= al * '6> c! Physical Charac1erlstics Frame ............ Bronze Bunon .,.',.,. BrasslCopper Sealing Assembly . , . . . , . . . . . . . . . . Beryllium Nickel wn-eflont Buib .......,...,.. Glass Compression Screw . . . . . Bronze Deflector . . .' . Copper/Bronze Bushing (K=2.8) . . , ' . ' . Bronze ~ &. 8 +- TFP171 ..,..,..,',.,."."""l""..... .....'<,..... Page 2 of 8 E: ICUTCHEON PL UE SEATING SURFACE \ 1 2-1/.." (57,2 11m) 1-9116" (39,7 mm) I 1. F ama 2~ E rtton 7/16"(11,1 mm) 1/2" ** NOMINAL NPT MAKE-IN I I STYLE 10 or 20 RECESSED ESCUTCHEON / / PENDENT 3 . Sealing Assembly TFP171 ssu* DEFLECTOR - / I m 1/16" (11,lmm) , NOMINAL h I MAKE-IN . --- 2-3.116" WRENCH I (55,6 mm) FLJ\TS j j .-- 3 7 112" NPT ** UPRIGHT CROSS SECTION \'~~ ~ S: IP DEFLECTOR * ~ 2-7/8" (73,0 mm) DIA. RECESSED PENDENT 4- Bulb 5 - Compression Screw 6- Deflector 7 - Bushing * Temperature rating is indicated on deflector or adjacent to orifice seat on frame. -Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 1 QUICK RESPONSE SERIES TY-FRS UPRIGHT (TY1131) AND PENDENT (TY1231) SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT ,SCUTCHEON I LJ\TE SEATING SURFACE 2-3116" \ (55,t,mm) ! 1-1/2" (38,1 mm) I 7/16"(11,lmm) 1/2" ** NOMINAL NPT MAKE.IN I I STYLE 100r20 RECESSED ESCUTCHEON / / \~i 1 ;SP DEFLECTOR * PENDENT 1- ;rame 2 - ~utton 3 . Sealing Assembly .-- ssu* DEFLEC10R 6* ~WRelH FLATS - 2.718" (73,0 mm) DIA, j RECESSED PENDENT 4-Bulb 5 - Compression Sc,,"w 6-Deflector 5 7/16" ~ (11,1 mm) NOMINAL MAKE-IN I 2-3116" (55,6 mm) j 3 112" NPT** UPRIGHT CROSS SECTION * Temperature rating is indtcated on deflector or adjacent to orifice seat on frame. -Pipe thread connecUons per ISO 7/1 can be provided on special request. FIGURE 2 QUICK RESPONSE SERIES TY-FRS UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K.FACTOR, 1/2 INCH NPT 7/16M (11.1 mm) 112M ** NOMINAL NPT MAKE.IN I TFP1 r1 E: ;cUTCHEON Pl ~TE SEATING SURFACE 2-3111" \- (55,6.' vn) I 1.1/2" (38,1 mm) \ S1 ,p DEFLECTOR. PENDENT 1-Fllme 2. BI non 3 - Sealing Assembly STYLE 10 or 20 RECESSED SSU* ESCUTCHEON DEFLECTOR / I I ' ~ I, ~ ) I 'WRENCH ~.. FLATS ~ ,_ 2.718" (73,O mrn) DIA. j lIZ' NPT" RECESSED PENDENT UPRIGHT ~ 4-Bulb 5 . Compression Sc",w Page 3 of 8 ~:. 7/16" (ll,lmm) NOMINAL MAKE.IN I 4 2 2-3116" (55,6 mm) I 3 CROSS SECTION 6 - Deflector * Temperature rating is indicated on deflector or adjacent to orifice seat on frame. **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 3 QUICK RESPONSE SERIES TY-FRS UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS 5.6 K-FACTOR, 112 INCH NPT ,SCUTCHEON I 'LATE SEATING SURFACE 314" .. NPT 2-:f16" (58,; mm) ~II I 1-9/16" (39,7 mm) I I '~. / :lSP DEFLECTOR. PENDENT 1- =rame 2- Button 3 . Sealing Assembly 112" (12,7 mm) NOMINAL MAKE-IN ~ --, SlYLE 30 or 40 RECESSED ESCUTCHEON - / 1 ssu" DEFLECTOR I m[\ (12:f~m) NOMINAL 'I MAKE-IN . --- I 2.1/4" WRENCH ~ (57,2 mm) FlATS ~ \ _ 2-718" (73,0 mm) DIA, J 3/4" N~"' RECESSED PENDENT UPRIGHT 6" 5 4 2 3 , , CROSS SECTION 4- Bulb 5 - Compression Sc,ew 6 - Deflector * Temperature rating is indicated on deflector or adjacent to orifice seat on frame. -Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 4 QUICK RESPONSE SERIES TY-FRS UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS 8.0 K-FACTOR, 314 INCH NPT Operation The glass Bulb contains a fluid which expo Inds when exposed to heat. When the 'ated temperature is reached, the fluic expands sufficiently to shatter the gla! s Bulb, allowing the sprinkler to acti rate and water to flow. Design Criteria Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Pre. vention Data Sheets ). Only the Style 10, 20, 30, or 40 Recessed Escutch- eon, as applicable, is to be used for recessed pendent installations. The Series TY-FRB Pendent and Up. right Sprinklers are intended for fire protection systems designed in ac- cordance with the standard installation rules recognized by the applicable Usting or Approval agency (e,g.. UL Page 4 of 8 K TYPE TEMP, BULB LIQUID 135OF157OC Orange PENDENT I 1550F/680C Red (TY1231) and I 1750FI79"C Yellow UPRIGHT I 2OOoF193OC Green 2.8 (TY1131) 288'F/141'C Blue 1/2" NPT 135'F/57'C Orange RECESSED 155OF/68OC Red PENDENT (TY2231 )' 175OF179OC Yellow FIgure 5 200'"FI93OC Green 135OF/5rC Orange R'.;""a:;:..:r.:r.;::D 155OF/68OC Red PENDENT (TY2231)- 17S'"Fng'"C Yellow Figure 6 2OOoF/93"C Green 135OF/57"C Orange PENDENT 155OF/68OC Red (TY2231) and 175OF179'C Yellow UPRIGHT 200oF/93"C Green 4,2 (TY3131) - 286OFI141OC Blue 112' NPl 135OF/57OC Orange RE\A::~u 155OFI68OC Red PENDENT (TY2231)' 175OFI79"C Yellow Figure 7 200oF/93'"C GrOOf1 135OF/57OC Orange RECESSED 155OF/68OC Red PENDENT (TY2231)- 175OF179OC Yellow Figure 8 200oF/93OC Green SPRINKLER FINISH (See_7) NATURAL I CHROME I WHITE-* . BRASS PLATED POLYESTER 1,2,3,5 1,2.5 1,2 No-n;S: 1. Us-i'ted by Underwriters Laboratories. Inc. (UL) as Quick Response Sprinklers. 2. Li~ tad by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Response Sprir Klars. 3. A~ proved by Factory Mutual Research Corporation (FM) as Quick Response Sprin. klers 5. A~ provad by the City of New York under MEA 354-01-E. 7. W lefe Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprin- kler! are UL and C-UL Listed as Corrosion Resistant Sprinklers. . In, lalled with Style 10 (1/2' NPTj or Style 40 (314" NPT) 3/4" Total Adjustment Ra- C8~d Escutcheon. as applicable. "In tailed with Style 20 (112' NPT) or Style 30 (314" NPT) 1/2" Total Adjustment Ra- ce d Escutcheon. as applicable. _. ame and DefleCtor only. Listings and approvals apply to all colors (Special Order). NlA: Not Available TABLE A LABOR A TORY USTINGS AND APPROVALS 2.8 ANO 4.2 K-FACTOR SPRINKLERS TFP171 'nstallation The Series TV-FRS Sprinklers must be installed in accordance with the follow- ing instructions: NOTES 00 not install any bulb typa sprinkler if the bulb is cracked or there is a loss of liquid from the bufb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1116 inch (1,6 mm) for the t350F157'C to 3132 inch (2,4 mm) for the 2860Flt410C temperature ratings. A leak tight 1121nch NPT sprinkler joint should be obtained with a torque of 7 to 14 fUbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft. Ibs. (28,S Nm) of torque may be used to install sprinklers with 1/2 NPT connections. A leak tight 314 inch NPT sprinkler joint should be ob- tained with a torque of to to 20 fUbs. (13,4 to 26,8 Nm). A maximum of 30 ft.lbs. (40,7 Nm) oftorque is to be used to install sprinklers with 314 NPT con- nections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The SerlesTY-FRB Pendentand Up- rlghl Sprinklers must be instailed in accordance with the following instruc- tions. Slep 1. Pendent sprinklers are to be installed in the pendent position, and upright sprinklers are to be installed in the upright position. Slep 2. With pipe thread sealant ap. plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Slep 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 13). With reference to Figures 1, 2, 3, and 4, the W- Type 6 Sprinkler Wrench is to be applied to the sprinkler wrench flats. The Series TY-FRB Recessed Pen- dent Sprinklers must be installed in accordance with the following instruc~ lions. Slep A. After installing the Style 10, 20, 30, or 40 Mounting Plate, as appli. cable. over the sprinkler threads and with pipe thread sealant applied to the pipe threads. hand tighten the sprin- kler into the sprinkler fitting. Slep B. Tighten the sprinkler into the TFP171 K TYPE TEMP. 135"F/57"C PENDENT I 155"FI68"C (TY3231) and I 175"F/79"C UPRIGHT 200"FI93"C 5.6 (TY3131) 286'FI141'C 112" NPT 135OF/5JOC RECESSED 155"F/6B'C PENDENT (TY3231)' 175OFf79"C FIguI"89 2OO"F/93"C 135"F/57"C RECESSED 155"F/6B"C PENDENT (TY3231)- I 175"F/79"C FlguI'810 200"F/93"C 135"F/57"C PENDENT 155"F/68"C (TY4231) and 175"F/79"C UPRIGHT I 200"F/93"C 8,0 (TY4131) 286"F1141OC 3/4" NPl 135"F/57"C RECESSED 155"F/6B"C PENDENT (TY4231)' 175"F/79"C Figure 11 2OOoF/93"C 135"F/57"C BULB UQUID Orange Red Yellow Green Blue Orange Red Yellow Green Orange Red Yellow Green Orange Red Yellow Green Blue Green Orange Red Yellow Orange Red Page 5 of 8 NATURAL I CHROME BRASS PLAlED SPRINKLER FINISH (See Note 7) I WHITE**'" . LEAD POL VESTER COATED 1,2,3,4,5,6 1,2,3,5 1.2,4,5 N/A 1,2,3,4,5 1,2,4,5 N/A 1,2,5 1,2,3,4,5,6 1.2,4.5 N1A RECESSEI 155"F/6B"C PENDENT (TY4231)- I 175"F/79"C Yellow . Figure 12 I 2OO"F/93"C Green NonS: 1. Us! ad by Underwriters Laboratories. Inc. (UL) as Quick Response Sprinklers. 2. Lis Etd by Underwriters Laboratories, Inc. for use In Canada (C-UL) as Quick Response Sprinklers. 3. API ,roved by Factory Mutual Researd1 Corporation (FM) as Quick Response Sprinklers. 4. ApI,fOved by the Loss Prevention Certification Board (LPCB) as Quick Response Sprinklers; however. the LPG does not rate the thermal seT sttivity of recessed sprinklers. 5. Apllroved by the City of New York under MEA 354-01-E. 6. Vd:;l Approved (For details contact Tyco Fire & Building Products. Enschede, Netherlands. Tel. 31-53-428-4444/Fax 31-53-428-3377). 7. WI1 :ue polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Co rosian Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved. the sprinklers are FM Approved as a Co rosion Resistant Sprinklers. . Ins ailed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. -Ins ailed with Style 20 (1/2" NPT) or Style 30 (314" NPT) 1/2" Total Adjustment Recessed Escutcheon. as applicable. ... Fr lme and Deflector only. Listings and approvals apply to all colors (Special Order). N/A: 1 lot Available sprinkler fitting using only the W-Type 7 R'lcessed Sprinkler Wrench (Ref. Figu 'e 14). With reference 10 Figure 1, 2, 3 and 4, Ihe W-Type 7 Recessed Spri .kler Wrench is 10 be applied to the 1 prinkler wrench flats. 1,2,3,4,5 N1A TABLE B LABORA TORY USTlNGS AND APPROVALS 5.6 AND 8.0 K-FACTOR SPRINKLERS Step C. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 10,20, 30, or 40 Closure over the Series TV-FRS Sprinkler and push the Closure over the Mounting Plate unlil its flange comes in contact with the ceiling. Pagel 6 01S TFP171 _ 2.718" OIA. ____ _2-718"DlA._ 51~1/4. (73,0 mm) 314"(19,1 mm) 112:1:.118" (73,Omm) lf2"{12,7mm) (15.9:t6,4rnm) 2.114' OIA 71 lW(6,4mm) (12,7",2mm) - 2.1/4'0IA. 71 11.." (6,4 mm) FACE OF }57'2 mm) MOUNTING FACE OF )(57'2 mm) MOUNTING SPRINKlER PLATE SPRINKLER PLATE FITTlNG FITTlNG / I 118' / I 1/8' (3,2mm) ~I (3,2mm) ~},;jl ~- / -1-- \( ! MO~NTIV t MOUNTING SURFACE SURFACE CLOSURE SERIES '-5/16. (33,3 mm) CLOSURE SEAlES 1-5116" (33.3 mm) TV-FRB 13116" (20,6 mm) TV-FRB '-1/16" (27,0 mm) FIGURE 5 SERIES TY-FRB RECESSED PENDENT WI rH TWO-PIECE 314/NCH TOTAL ADJUSTMENT STYLE to RECESSED ESCUTCHEON 2.8 K-FACTOR, tl2lNCH NPT FIGURE 6 SERIES TY-FRB RECESSED PENDENT WITH TWo-PlECE tl2lNCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, tl2lNCH NPT ____ 2-7/S"DlA. _ ____ 2-718" DIA. ___ 5I8:1;.'{4" (73,0 mm) 3/4"(19,1 mm) l!2:tl/S" (73,Omm) 112"(12.7mm) (15.9:t6,4mm) ~~~~'~~i 71 1/." (6,4 mm) (12,7::t3,2 mm) _ 2-1/4' DIA. 1/." (B,4 mm) FACE OF MOUNTING FACE OF ~57'2 mm) MOUNTING SPRINKlER PLATE SPRINKLER PLATE FITTING FITTING / ' I 1/8" ~/ ,- (3,2mm) ~},;jl ~},;jl / _l-- / \ . \ V I t MOONTINj MOUNTING SURFACE SURFACE CLOSURE SERIES 1-1/4" (31,8 mm) CLOSUAE SEAlES 1-114" (31,8 mm) TY-FAB 3J4"(1Q,1mm) TY-FAB 1" (25,4 mm) FIGURE T SERIES TY-FRB RECESSED PENDENT ~'ffl TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE to RECESSED ESCUTCHEON 4.2 K-FACTOR, tl2lNCH NPT FIGURE 8 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE tl2lNCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, tl2lNCH NPT Care and M.Jintenance The: ;eries TY.FRB Sprinklers must be main tained and serviced in accord- ance with the following Instructions: NOTES 8efo -e closing a fire protection system mai, control valve for maintenance woril on the fire protection system that it COI 'troIs, permission to shutdown the affet. fed fire protection system must be obts nsd from the proper authorities and, ,/I personnel who may be affected by tl ;s action must be notified. Abs~ 'flce of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi. fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a 50ft bris~e brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, 5triking, wrench twisVslippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has 105t liquid from its bulb. (Ref. In5tallation Section). Frequent visual inspections are rec. ommended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com. pleted, to verify the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- 5pecting from the floor level, a random sampling of close-up visual inspec. tion5 should be made, so as to beller determine the exact sprinkler condi- TFP~7t 5I&t:1W (t5,1bB,4 mm) FACE OF SPRINKLER FITTING / ___ 2-718-DIA._ (73,Omm) _ 2-tWDIA.-j (57,2mm) r I J2Jj \/ MOUNTING SURFACE CLOSURE SEAlES TY-FRB Page 7 of 8 314"(19,tmm) 114" (6.4 mm) MOUNTING PLATE 1/S" (3,2mm) ~-- ! ___ 2-7/8" OIA. _ (73.0 mm) 1f2" (12.7 mml 1/4" (6,4 mm) MOUNTING PLATE 118" (3,2mm) .-l- ! 1f2:1::tlB" (12,7:1:3,2 mm) FACE OF SPRINKLER FITTING / _ 2-1/4" OIA. ---j (57.2mm) r I ')- I ;,;~I / \ ., MOUNTI"';' / IlL SURFACE/ _ ~ CLOSURE SERIES TV-FRB t-1W (31,8 mm) '" (25,4 mm) l-1f4" (31.8mm) 314"(19,1 mm) FIGURE 9 SERIES TY-FRS RECESSED PENDENT W 'T1f TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 112 INCH NPT FIGURE 10 SERIES TY-FRS RECESSED PENDENT WlT1f TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1121NCH NPT '_ 2-7/S"DlA ~ __ 2.7/8" OIA. ____ 5/82:.114" (73,0 mm) 31." {19,1 mm) 1f2:t.118" (73.0 mm) 112" (12.7 mm) (1S,lHB,4 mm) _ 2-"4' OIA. j 1/4" (6,4 mm) (12,71::3,2 mm) _ 2."4' OIA. j 1/4" (6,4 mm) 1- (57,2 mm) I MQUNllNG FACE OF (57,2 mm) MOUNTING FACE OF SPRINKLER PLATE SPRINKLER 1- PLATE FITTING 7NG I / 1/8" 116" (3,2mm) (3,2mm) J~I ~- ,a~l / .-1-- \ . ! \V ! MOUNTING/ I MOUNTING SURFACE SURFACE -/ CLOSURE SERIES 1.5116" (33,3 mm) CLOSURE SERIES 1-5/16" (33,3 mm) TV-FAB 13116& (20,6 mm) TV-FAB 1-1116" (27,0 mm) FIGURE 11 SERIES TY-FRS RECESSED PENDENT It rTH TWO-PIECE 3/4INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 314 INCH NPT FIGURE 12 SERIES TY-FRS RECESSED PENDENT WIT1f TWO-PIECE 1/2/NCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT tion ,nd the long term integrity of the corn: sian resistant coating, as it may be af.octed by the corrosive conditions pres nt. The owner is responsible for the in- spec tion, testing, and maintenance of their fire protection system and de- vice: in compliance with this docu- men, as well as with the applicable stan lards of the National Fire Protec- tion Association (e.g., NFPA 25), in addi ion to the standards of any other auth )rities having jurisdiction. The in- Stallllg contractor or sprinkler manu. factl rer should be contacted relative to any IU9stions. It is recommended that automatic spri ,kler systems be inspected, test. ,d, and maintained by a qualified Insp .ction Service. WRENCH RECESS ~o WRENCH RECESS (END '8' USED FOR 314' NPT MODELS) PUSH WRENCH IN 10 ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 13 W-TYPE 6 SPRINKLER WRENCH FIGURE 14 W-TYPE 7 RECESSED SPRINKLER WRENCH Pag.,80f8 TFP171 PIN 57 -XXX-X-XXX I , MODEUSIN SPRINKLER 330 2,8K UPRIGHT (lI2'NP1) TYl131 331 2,8K PENDENT (ll2"NP1) TY1231 NA lURAL BRASS 340 4.2K UPRIGHT (112"NP1) TY2131 4 WHITE POLYESTER 341 4,2K PENDENT (112'NP1) TY2231 9 CHROME PLATED 370 5,6K UPRIGHT (ll2"NP1) TY3131 7 LEAD COATED 371 5,6K PENDENT (ll2"NPT) TY3231 390 8,OK UPRIGHT (3I4"NP1) TY4131 391 8,OK PENDENT (3I4"NP1) TY4231 TEMPERAlURE RATING 135 135"F/57"C 155 155'"F/68OC 175 175"F/79"C 200 200"FI93'C 286 286"FI141"C TABLEC PART NUMBER SELECTION SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS Li~ited Warranty Prod. cts manufactured by Tyco Fire Proch cts are warranted solely to the origillal Buyer for ten (10) years again :it defects in material and work- man"ip when paid for and properly instal eel and maintained under normal use a ,d service. This warranty will ex- pire t In (fO) years from date of ship- ment by Tyeo Fire Products. No war- rant} is given for products or com~ ::ments manufactured by compa- nies lot affiliated by ownership with Tyco 'ire Products or for products and com~ ,nents which have been subject to mil use, improper installation, corro- sion, )r which have not been installed, main1 ained, modified or repaired in ae- cor nee with applicable Standards of the ational Fire Protection Associa- tion, dlOT the standards of any other Auth rities Having Jurisdiction. Mate- rials und by Tyco Fire Products to be defe ive shall be either repaired or repla ed, at Tyco Fire Products' sole optio . Tyco Fire Products neither as- sumE: 8, nor authorizes any person to assul ne for it, any other obligation in conn Iction with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler syste n design errors or inaccurate or incor Iplete information supplied by Buye . or Buyer's representatives. IN N) EVENT SHALL TYCO FIRE PRO )UCTS BE LIABLE, IN CON- TRA( :T, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE. GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIPD INCLUDING WARRANTlPS OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- /!Qg. Ordering Procedure When placing an order, indicate the full product name. Refer to the Price Ust for complete listing of Part Numbers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: SpeCify: (Spectly Model/SIN), Quick Response, (specify K-factor), (specify temperature rating), Series TY-FRB (specify Pendent or Upright) Sprinkler with (specify type of finish or coating), PIN (specify from Table C), Recessed Escutcheon: SpeCify: Style (specify) Recessed Es- cutcheon with (specify finish), PIN (specify). 1/2" (15mm) Style 10 Chrome Plated. . . . . . . .. PIN 56-701-9-010 112" (15mm) Style 10 White Color Coated. . . . . . . . . . . PIN 56-701-4-010 112" (15mm) Style 10 Brass Plated. . PIN 56-701-2-010 112" (15mm) Style 20 Chrome Plated......... PIN 56-705-9-010 112M (15mm) Style 20 White Color Coated................ PIN 56-705-4-010 112" (15mm) Style 20 Brass Plated........... PIN 56-705-2-010 314" (20 mm) Style 30 Chrome Plated. . PIN 56.705-9-011 3,14" (20 mm) Style 30 White Color Coated................ PfN56-705-4-011 314" (20 mm) Style 30 Brass Plated. . . . . . .. PIN 56-705-2.011 3,14" (20 mm) Style 40 Chrome Plated. . . . .. ... PIN 56-700-9-010 3,14" (20 mm) Style 40 White Color Coated................ P/N56.7OQ-4-010 3/4" (20 mm) Style 40 Brass Plated........... PIN 56-700-2..Q10 Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, PIN 56-000-6-387. Spectly: W-Type 7 Sprinkler Wrench, PIN 56-850-4-001. TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 HYDRAULIC CALCULATIONS SUMMARY SHEET Name of Owner and Occupant: Date: 1 1 - 1 () ='1A- NAW Hnri'7.nn 414f'0 F("\nnr'::ll;n Hill..::: nriyp I\l R_ r'rl.Or La.Ke,'lY1L~ Project Description: f'lew Construction Locati.on: Great Room Attic Soacel Description of Hazard: Lic;rht Hazard Contractor: Precision Fire Sorinkler, Inc. Name/Address of Designer: Kathy peil Telephone # of Designer:_ ( 651 ) 704 - 9 200 Name! Address of Approving Agency: SYSTEM DESIGN CRlTERlA: NFPA Standard References:( NFP A 1 3 ) System Type,..( )Wet (X )Dry ( )Preaction Area of Sprinkler Operation (sq, ft.): Entire Area Density (GPMlsq, ft,): . 1 0 Area per Sprinkler (sq,ft,): 1 20 Inside Hose Allowance (GPM): Outside Hose Allowance (GPM): 1 00 In Rack Sprinkler Allowance (GPM): Sprinkler or Nozzle:.MakeIModel: TY -FBR Size In,: .J,-" Sprinkler Temperature Rating: 2 0 0 . Sprinkler K Factor: 5 - 6 Commodity Storage: NFPA Standard References:! Commodity: Class: Location: Storage Ht.(ft,): Area (sq,ft,): Aisle Width (ft,): Storage Method: Solid Piles ( %) l'.alletised ( %) Rack ( '!o) Specify other Design considerations and Specific NFPA paragraphs: Rack Storage: NFPA Standard References:( ( )SingJe Row ( )Conventional Pallet ( ) Automatic Storage ( ) Open ( )Double Row ( ) Slave P1!Ilet ( ).Encapsula1ed ( ) Nan-Encap5ll!ated ( )Multiple Row ( ) Solid Shelving Specify other Design considerations and specific NFPA paragraphs: WATER SUPPLY Hydrant 1.0,: Hydrant Elevation (ft,): Static (psi): 11 2 Pump 1.0,: Pump Elev, (ft,): Tank or Reservoir 1.0,: Capacity (GAL), Test Date: Time of Test: Current City of Prior Lake Test Flow (GPM): Jb;fU Source of Data: Residual (psi): 75 Source of Data: Rated Cap, (GPM): Source of Data: Elev, of Outlet (ft,): Rated Head (psi): CALCULATION SUMMARY RESULTS Total Flow of (9 ) Sprinklers in HMO Area (GPM): Calculated Discharge Density in HMO Area (GPMlsq,ft,): Pipe Node Number at System Inflow Point used in Calculations: System Demand Flow at System Inflow Point Including AllJnflow Allowances (GPM): System Demand Pressure at System Inflow Point (psi):. 147,0 .1U/entire area 45 247.0 50.41 ) PRECIS tON FIRE SPRINKLER, INC OUTPUT DATA FILE: A:PLNHDRY.CAL JOB DE;CRIPTION: PRIOR LAKE NEW HORIZON DRY SYS PAGE 1 DATE 11/10/04 * NETWORK COUNTERFLOW CONDITIONS., ,TRADITIONAL FORMAT * ------------------------------------------------------------------------- PIPE EN BN ~LEV. (FT) EN NOZ (K) EN VEL (FPS) DISCH. PIPE FLOW (GPM) (GPM) DIA(IN) FRICT, (#/FT) PTYPE EQ/L (FT) PRESS. SUM. PE (PSI) PF (PSI) RESID . PRESS, (PSI) ------------------------------------------------------------------------- ------------------------------------------------------------------------- 2 20 20 21 21 22 22 25 25 30 30 35 35 40 40 45 1 2 21. 0 21. 0 21. 0 21. 0 21. 0 21.0 21. 0 21. 0 21. 0 21. 0 21. 0 21.0 21. 0 21. 0 5.36 5.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14,2 15.3 0,0 0.0 0.0 0.0 0,0 0.0 0.0 5.3 14.2 10.9 29.5 7.1 44.8 14,5 92.0 23,1 146.8 14 ,0 146.8 14.0 146,8 14,0 146.9 1.5 147.0 1. 049 0.097 1,049 0.374 1,610 0.101 1. 610 0.381 1. 610 0,906 2,067 0.268 2,067 0,268 2.067 0.268 6.280 0.001 7,000 12.00 7.000 4.57 7.000 10.00 7.000 10,00 7.000 6,85 7.000 13 .56 7.000 34,13 7,000 28.12 5.000 123.94 0,00 1.16 0.00 1. 71 0.00 1. 01 0.00 3.81 0.00 6.21 0.00 3.64 0.00 9,16 0.00 7.55 9,09 0.08 7,00 8.16 8.16 9.87 9.87 10,88 10,88 14.69 14.69 20.90 20.90 24.53 24,53 33,69 33,69 41,24 41. 24 50.41 ------------------------------------------------------------------------- 4 5 5 21 21.0 21.0 21.0 0.0 21.0 21.0 21. 0 21.0 5.36 5.36 14.9 16,1 5.5 14.9 11.5 31. 0 1. 049 0.106 1.049 0.410 7.000 12.00 7.000 4.57 0.00 1.27 0.00 1. 87 7,73 9.00 9.00 10.88 3 20 ------------------------------------------------------------------------- 8.23 9,87 21.0 21. 0 5.36 15,4 5,7 15.4 1.049 0.112 7.000 14.56 0,00 1. 63 ------------------------------------------------------------------------- 6 21 21.0 21.0 5.36 16.2 6.0 16.2 1. 049 0.123 7.000 14.56 0.00 1. 79 9.09 10.88 ------------------------------------------------------------------------- 7 8 21.0 21. 0 5.36 17.4 6.4 17.4 1. 049 0.141 7,000 12.00 0.00 1. 69 10.52 12.21 PRECIS~ON FIRE SPRINKLER, INC CONTINJED DATA FILE: A:PLNHDRY.CAL JOB DE;CRIPTION: PRIOR LAKE NEW HORIZON DRY SYS PAGE 2 DATE 11/10/04 * NETWORK COUNTERFLOW CONDITIONS.. . TRADITIONAL FORMAT * ------------------------------------------------------------------------- PIPE EN EN VEL (FPS) DIA(IN) PTYPE PRESS. SUM. RESID. EN E:LEV. NOZ DISCH. PIPE FLOW FRICT. EQ/L PE (PSI) PRESS. BN (FT) (K) (GPM) (GPM) (#/FT) (FT) PF (PSI) (PSI) ------------------------------------------------------------------------- ------------------------------------------------------------------------- 8 21.0 5,36 18,7 13 ,4 1.049 7,000 0,00 12,21 22 21. 0 36.1 0.544 4.57 2.48 14.69 ------------------------------------------------------------------------- 9 22 21. 0 21. 0 5,36 18.8 7.0 18.8 1. 049 0.163 7.000 14.56 0,00 2.37 12,32 14.69 ------------------------------------------------------------------------- * LIST OF FLOWING SPRINKLERS * Default SPRINKLER K = 5,36 -------------------------------------------------------------- NODE RESID. PRESS (PSIG) DISCH. GPM SPECIFIED K -------------------------------------------------------------- -------------------------------------------------------------- 1 7.00 14.18 5.36 DESIGNATED HMO 2 8.16 15.31 3 8.23 15,38 4 7.73 14.91 5 9.00 16.08 6 9.09 16.16 7 10.52 17.38 8 12.20 18.72 9 12,32 18.81 PRECISION FIRE SPRINKLER, INC INPUT )ATA FILE: A:PLNHDRY.EL JOB DESCRIPTION: PRIOR LAKE NEW HORIZON DRY SYS * FITTINGS AND EQUIVALENT PIPE LENGTHS * PAGE 3 DATE 11/10104 BN --------------------------------------------------------------------------- EN DIA, 45E 90E LTE TIC BV GV CHV +1- FIT IN. EQ/L EQ/L PIPE TOTAL LEN EQ/L --------------------------------------------------------------------------- --------------------------------------------------------------------------- 1 2 1. 000 o o o o o o o 0,0 0.0 12,0 12.0 --------------------------------------------------------------------------- 2 20 1. 000 o o o 1 o o o 0.0 3.6 1.0 4.6 --------------------------------------------------------------------------- 3 20 1. 000 o o o 1 o o o 0.0 3.6 11.0 14,6 --------------------------------------------------------------------------- 4 5 1. 000 o o o o o o o 0.0 0,0 12.0 12.0 --------------------------------------------------------------------------- 5 21 1. 000 o o o 1 o o o 0,0 3.6 1.0 4.6 --------------------------------------------------------------------------- 6 21 1.000 o o o 1 o o o 0.0 3,6 11.0 14,6 --------------------------------------------------------------------------- 7 E 1. 000 o o o o o o o 0.0 0,0 12,0 12.0 --------------------------------------------------------------------------- 8 22 1. 000 o o o 1 o o o 0.0 3.6 1.0 4,6 --------------------------------------------------------------------------- 9 22 1.000 o o o 1 o o o 0,0 3.6 11.0 14.6 20 --------------------------------------------------------------------------- 10.0 21 1. 500 o o o o o o o 0.0 0,0 10,0 21 --------------------------------------------------------------------------- 10.0 2;; 1. 500 o o o o o o o 0,0 0.0 10.0 --------------------------------------------------------------------------- 22 2~ 1. 500 o 1 o o o o o 0.0 2.9 4.0 6.9 --------------------------------------------------------------------------- 13 ,6 25 3C 2.000 o 1 o o o o o 0.0 3.6 10.0 30 --------~------------------------------------------------------------------ 34.1 3~ 2,000 o 2 o o o o o 0.0 o 10.0 22 ,1 7.1 27,0 35 --------------------------------------------------------------------------- 28.1 4C 2,000 o o o o 1 o 1 6.0 --------------------------------------------------------------------------- 40 4~ 6,000 o o 2 o o o 0.0 23.9 100,0 123,9 --------------------------------------------------------------------------- I.,;' lill Pill' I I S I,ll ~ I 'Ill .~I I Il 123 4 567 8 9 GPM = CHART VALUE X 188 I IRE HYDRANT Static/Residual FLOW DATA - 112 / 75 3698 IIMD Area + F low Allow. = Tota I DeMand GPM - 147 + 188 = 247 GPM ~,afety Margin Pressure Ii! Total DeMand PSI - 61.3 PSI Ii! 58.41 PSI 18 HYDRAULIC CALCULATIONS SUMMARY SHEET -lame of Owner and Occupant: Date: 11 _, (\.dlA...- NAW Hnr;7.on 44(\0 F.. ~r1or LaKe, OON 'roject Desc ' Jocation: )escription 0 20ntractor: Precision Fire Sorinkler. Inc. ~ame/AddreSS of Designer: Kathy peil elephone # of Designer: (651 ) 704-9200 N amel Address of Approving Agency: SYSTEM DESIGN CRITERIA: NFPA Standard References:( System Type..,(X )Wet ( )Dry ( )Preaction Area of Sprinkler Operation (sq, ft,): Density (GPMlsq, ft,): . 1 0 Inside Hose Allowance (GPM): In Rack Sprinkler Allowance (GPM): Sprinkler or Nozzle:.MakelModel: TY -FRB Sprinkler Temperature Rating: 1 55 NFPA 13 1500 Area per Sprinkler (sq,ft,):_ Outside Hose Allowance (GPM): I.lU 100 Size In,: Sprinkler K Factor: S _ 6 Commodity Storage: NFPA Standard References:! Commodity: Class: ,Location: Storage Ht.(ft,): Area (sq,ft,): Aisle Width (ft,): Storage Method: Solid Pile!; ( %).P.alletised ( %) Rack ( Specify other Design considerations and Specific NFPA paragraphs: '!o) Rack Storage: NFPA Standard References:( ( )Single Row ( )Conventional Pallet ( ) Automatic Storage ( ) Open ( )Double Row ( ) Slave P.alieI ( )Enc"p,"loted ( ) Non-Encapsulated ( )Multiple Row ( ) Solid Shelving Specify other Design considerations and specific NFPA paragraphs: WATER SUPPLY Hydrant I.D,: Hydrant Elevation (ft,): Static (psi): 11 2 Pump I.D,: Pump Elev, (ft,): Tank or Reservoir I.D,: Capacity (GAL): Test Date: Time of Test: Current City of Prior Lake Test Flow (GPM): j b!oJ U Source of Data: Residual (psi): 75 Source of Data: Rated Cap, (GPM): Source of Data:. . Elev, of Outlet (ft,): CALCULATION SUMMARY RESULTS Total Flow of ( 1 4 ) Sprinklers in HMD Area (GPM): Calculated Discharge Density in HMD Area (GPMlsq,ft,): Pipe Node Number at System Inflow Point used in Calculations: System Demand Flow at System Inflow Point Including AIllnflow Allowances (GPM): System Demand Pressure at System Inflow Point (psi): Rated Head (psi): 2,.2.9...] , .10/1500 55 320,1 l,j..ltl *" ) PRECISJON FIRE SPRINKLER, INC OUTPUT DATA FILE: A:NHPLWET.CAL JOB DE~CRIPTION: PRIOR LAKE NEW HORIZON WET SYS PAGE 1 DATE 11/10/04 * NETWORK COUNTERFLOW CONDITIONS...TRADITIONAL FORMAT * ______w_______________________________________________------------------- PIPE EN BN I:LEV. FT) EN NOZ (K) EN VEL(FPS) DISCH, PIPE FLOW (GPM) (GPM) DIA(IN) FRICT. (#/FT) PTYPE EQ/L (FT) PRESS, SUM. PE (PSI) PF (PSI) RESID, PRESS. (PSI) =======:================================================================== 1 30 30 31 31 32 32 33 33 34 34 35 35 40 40 45 45 50 50 55 3 2 :,1. 0 :,1.0 5,60 5.60 5.60 0,00 0.00 0,00 0,00 0.00 0.00 0.00 0.00 0.00 14 ,8 15.1 16.7 0,0 0.0 0,0 0,0 0.0 0,0 0.0 0.0 0.0 3.3 1.097 9.8 0.028 8.5 1.097 24.9 0.157 14.1 1.097 41.50.405 2.4 2.635 41.50.006 4,9 2.635 83.1 0,020 7.0 2.635 118.6 0.040 9,0 2.635 152.6 0.063 10.9 2.635 184.8 0.090 12,9 2.635 220.0 0.124 12.9 2.635 220.0 0.124 12.9 2,635 220.1 0.124 2.3 6.280 220,1 0.001 2,000 10.00 2,000 10.00 2.000 98.25 2,000 12.00 2.000 12,00 2.000 12.00 2.000 12.00 2.000 12.00 2.000 12.10 2,000 75.10 2.000 50.55 5.000 123.94 0,00 0,28 0.00 1.57 0.00 39.79 0.00 0.07 0,00 0.25 0.00 0.47 0.00 0.76 0.00 1. 08 0.00 1.50 4.33 9.31 0.43 6.27 0,00 0.17 7,00 7.28 7,28 8.85 8.85 48.64 48,64 48.71 48.71 48.96 48.96 49.43 49.43 50.19 50.19 51. 26 51.26 52.77 52.77 66,41 66.41 73,11 73.11 73.28 ------------------------------------------------------------------------- 2 1 :,1. 0 :.1.0 :.1.0 .1.0 .1. 0 .1. 0 L1. 0 L1. 0 L1. 0 L1. 0 L1. 0 n.o L1. 0 L1. 0 Ll.O Ll.O Ll,O 1.0 1.0 0.0 0.0 0.0 3 4 11.0 11.0 11.0 11.0 11,0 11,0 4 20 20 21 5.60 5.60 0,00 14,8 14.9 0,0 1.7 5.0 6,8 19.9 1.7 19,9 1.097 0.008 1. 097 0.104 2.157 0.004 2.000 10,00 2,000 11.75 2.000 12,00 0.00 0,08 0,00 1.22 0.00 0.05 7,00 7.08 7,08 8,30 8,30 8.35 PRECIS~ON FIRE SPRINKLER, INC CONTINlED DATA FILE: A:NHPLWET.CAL JOB DEECRIPTION: PRIOR LAKE NEW HORIZON WET SYS PAGE 2 DATE 11/10/04 ------------------------------------------------------------------------- PIPE EN EN VEL (FPS) DIA(IN) PTYPE PRESS, SUM, RESID, EN I:LEV. NOZ DISCH. PIPE FLOW FRICT. EQ/L PE (PSI) PRESS, BN FT) (K) (GPM) (GPM) (#/FT) (FT) PF (PSI) (PSI) -------.------------------------------------------------------------------ ------..------------------------------------------------------------------ 21 :,1.0 0.00 0,0 3,5 2,157 2,000 0,00 8.35 22 :,1.0 40.0 0.014 12.00 0.17 8.52 22 :.1. 0 0.00 0.0 4.6 2.157 2,000 0,00 8.52 23 :.1.0 52.8 0.023 12.00 0.28 8,80 23 .1.0 0.00 0.0 5.9 2,157 2.000 0,00 8.80 24 .1. 0 67,5 0.037 12.00 0.44 9.24 24 L1. 0 0,00 0,0 10.9 1.097 2.000 0.00 9,24 34 L1.0 32.2 0.253 162,00 40,95 50.19 ------------------------------------------------------------------------- 7 L1. 0 5,60 14.9 3.3 1.097 2.000 0.00 7.03 6 L1. 0 9.8 0.028 10.00 0.28 7.31 6 11.0 5.60 15,1 8,4 1. 097 2.000 0.00 7.31 5 11.0 24.9 0.157 10.00 1.57 8.88 5 11.0 5.60 16.7 14.1 1. 097 2,000 0.00 8.88 31 11,0 41.6 0.405 98.25 39.83 48.71 ------------------------------------------------------------------------- 7 11.0 5.60 14 .9 1.7 1. 097 2.000 0.00 7.03 8 11.0 5.1 0.008 10.00 0,08 7.12 8 11.0 5,60 14.9 6.8 1. 097 2.000 0.00 7.12 21 11.0 20.0 0.105 11.75 1. 23 8,35 ------------------------------------------------------------------------- 11 11. 0 5.60 15.8 1.0 1. 097 2.000 0.00 7.97 10 11.0 2.9 0.003 10.00 0.03 8.00 10 11. 0 5.60 15.8 6.4 1. 097 2.000 0.00 8,00 9 11.0 18.8 0.093 10.00 0.93 8.93 9 11.0 5.60 16.7 12,0 1. 097 2,000 0.00 8.93 32 11.0 35.5 0.303 132.25 40.03 48.96 -----. ------------------------------------------------------------------- 11 11.0 5,60 15.8 4,4 1.097 2.000 0,00 7,97 22 11.0 12.9 0,046 11.75 0.55 8,52 -----..------------------------------------------------------------------- 14 11.0 5,60 15.9 0.4 1.097 2.000 0.00 8.11 13 11.0 1.3 0.001 10.00 0.01 8.12 * NETWORK COUNTERFLOW CONDITIONS...TRADITIONAL FORMAT * PRECISJON FIRE SPRINKLER, INC CONTINlED DATA FILE: A:NHPLWET.CAL JOB DEECRIPTION: PRIOR LAKE NEW HORIZON WET SYS PAGE 3 DATE 11/10/04 ------- ------------------------------------------------------------------ PIPE EN EN VEL (FPS) DIA(IN) PTYPE PRESS, SUM, RESID, EN I:LEV, NOZ DISCH, PIPE FLOW FRICT. EQ/L PE (PSI) PRESS, BN FT) (K) (GPM) (GPM) (#/FT) (FT) PF (PSI) (PSI) -------------------------------------------------------------------------- ------..------------------------------------------------------------------ 13 :.1.0 5,60 16,0 5,9 1.097 2,000 0,00 8,12 12 :.1.0 17.3 0.080 10.00 0,80 8.91 12 :.1.0 5.60 16.7 11.5 1. 097 2.000 0.00 8.91 33 .1.0 34.0 0.279 145.25 40.52 49.43 * NETWORK COUNTERFLOW CONDITIONS.. ,TRADITIONAL FORMAT * ------ ------------------------------------------------------------------- 14 23 jl.l . 0 ill. 0 5.60 15.9 5.0 14,6 1. 097 0.059 2.000 11.75 0.00 0.69 8.11 8.80 ------------------------------------------------------------------------- 24 Ll. 0 0,00 0.0 3.1 2.157 2.000 0.00 9.24 25 L1. 0 35.3 0.011 12,00 0.13 9,38 25 Ll,O 0.00 0.0 12.0 1. 097 2.000 0.00 9.38 35 Ll.O 35.3 0.299 140.00 41.89 51.26 ------------------------------------------------------------------------- * LIST OF FLOWING SPRINKLERS * Default SPRINKLER K = 5,60 -------------------------------------------------------------- NODE ============================================================== RESID. PRESS (PSIG) DISCH. GPM SPECIFIED K 3 7,00 14 .82 5.60 DESIGNATED HMD 1 8,85 16.66 2 7.28 15.11 4 7.08 14.90 5 8.88 16.69 6 7.31 15.14 7 7.03 14.85 8 7.12 14.94 9 8.93 16.74 10 8.00 15.84 11 7.97 15,81 12 8.91 16.72 13 8.12 15.95 14 8.11 15.95 PRECISJON FIRE SPRINKLER, INC INPUT I'ATA FILE: A:NHPLWET.EL JOB DE~CRIPTION: PRIOR LAKE NEW HORIZON WET SYS * FITTINGS AND EQUIVALENT PIPE LENGTHS * PAGE 4 DATE 11/10104 BN ---------- ----------------------------------------------------------------- TOTAL EQ/L EN DIA. 45E 90E LTE TIC IN, BV GV CHV +1- FIT EQ/L EQ/L PIPE LEN 1 ---------..----------------------------------------------------------------- ---------..----------------------------------------------------------------- 10.0 2 1. 000 o o o o o o o 0.0 0.0 10.0 1 ---------..----------------------------------------------------------------- 98,3 30 1. 000 o o o 1 o o o 0.0 6.3 92,0 --------- .----------------------------------------------------------------- 2 3 1. 000 o o o o o o o 0.0 0,0 10,0 10.0 3 --------- .----------------------------------------------------------------- 10.0 4 1. 000 o o o o o o o 0.0 0.0 10.0 4 --------- ------------------------------------------------------------------ 11,8 20 1. 000 o o o 1 o o o 0.0 6.3 5,5 5 --------------------------------------------------------------------------- 10,0 6 1. 000 o o o o o o o 0,0 0,0 10.0 5 ---------~----------------------------------------------------------------- 98.3 31 1,000 o o o 1 o o o 0.0 6.3 92,0 6 --------------------------------------------------------------------------- 10.0 7 1. 000 o o o o o o o 0,0 0.0 10.0 --------------------------------------------------------------------------- 7 8 1,000 o o o o o o o 0.0 0.0 10.0 10.0 8 --------------------------------------------------------------------------- 11.8 21 1. 000 o o o 1 o o o 0.0 6.3 5.5 --------------------------------------------------------------------------- 9 10 1. 000 o o o o o o o 0,0 0.0 10.0 10.0 9 --------------------------------------------------------------------------- 132.3 32 1. 000 o 4 o 1 o o o 0.0 0.0 16.3 0.0 o 116.0 --------------------------------------------------------------------------- 10 11 1. 000 o o o o o o 10,0 10.0 11 --------------------------------------------------------------------------- 11,8 22 1. 000 o o o 1 o o o 0.0 6,3 5,5 12 --------------------------------------------------------------------------- 10.0 13 1. 000 o o o o o o o 0.0 0,0 10,0 12 --------------------------------------------------------------------------- 145.3 33 1. 000 o 4 o 1 o o o 0.0 0.0 16.3 0,0 o 129.0 --------------------------------------------------------------------------- 13 1~ 1. 000 o o o o o o 10,0 10.0 14 --------------------------------------------------------------------------- 11,8 2: 1. 000 o o o 1 o o o 0.0 6.3 5.5 --------------------------------------------------------------------------- 20 21 2.000 o o o o o o o 0.0 0.0 12.0 12,0 21 --------. ------------------------------------------------------------------ 12.0 2: 2,000 o o o o o o o 0,0 0.0 12.0 22 --------- ------------------------------------------------------------------ 12.0 2: 2.000 o o o o o o o 0.0 0.0 12.0 --------. ------------------------------------------------------------------ 23 24 2', 2.000 o o o o o o o 0.0 0.0 12.0 12,0 ------------------------------------------------------------------ 2" .1 2.000 o o o o o o o 0.0 0,0 12.0 12,0 .------------------------------------------------------------------ PRECIS: ON FIRE SPRINKLER, INC CONTIMIED DATA FILE: A:NHPLWET.EL JOB DE~:CRIPTION: PRIOR LAKE NEW HORIZON WET SYS * FITTINGS AND EQUIVALENT PIPE LENGTHS * PAGE 5 DATE 11/10/04 ---------. ----------------------------------------------------------------- BN EN DIA. 45E 90E LTE T/C BV GV CHV +/- FIT PIPE TOTAL IN. EQ/L EQ/L LEN EQ/L 30 31 2.500 o o o o o o o ---------..----------------------------------------------------------------- ---------..----------------------------------------------------------------- 12,0 0.0 0.0 12.0 31 32 2.500 o o o o o o ---------,._---------------------------------------------------------------- 12.0 o 0.0 0,0 12.0 --------- .----------------------------------------------------------------- 32 33 2.500 o o o o o o o 0.0 0,0 12.0 12,0 33 34 2.500 o o o o o o o --------- .----------------------------------------------------------------- 12.0 0.0 0.0 12.0 --------- ------------------------------------------------------------------ 34 24 1. 000 o o 2 o o o 4 0.0 0.0 22.5 0.0 139,5 162,0 34 35 2.500 o o o o o o o --------------------------------------------------------------------------- 12.0 12,0 35 25 1. 000 o o o o o o --------------------------------------------------------------------------- 140.0 2 0,0 0.0 12,5 8,1 127.5 --------------------------------------------------------------------------- 35 40 2.500 o 1 o o o o o 4,0 12,1 40 45 2,500 o 1 o o o o --------------------------------------------------------------------------- 75.1 o 0.0 0.0 44.5 8.1 67.0 --------------------------------------------------------------------------- 45 50 2,500 o o o 1 1 o 1 6.0 50.5 50 55 6.000 o o 2 o o o o --------------------------------------------------------------------------- 123.9 0,0 23,9 100.0 --------------------------------------------------------------------------- 1,d1l I 1B~1 I P B~I S 6~1 I I 4 ~l ---l ] 1 1 "" B 1 2 3 4 5 6 7 B 9 1B GPM = CHART VALUE X 1BB FIRE HYDRANT Static/Residual FLOW DATA = 112/75 369B ~D Area + Flow Allow, = Total DeMand GPM = 22B.1 + 1BB = 32B.1 GPM Safet~ Margin Pressure @ Total DeMand PSI = 3B.3 PSI @ 73.2B PSI 08/23/2004 16 15 FAX 7633836111 NEI HORIZON ACCOUNTING ~OOl/OO< N~IN HORIZON Child Care ,! FACSIMILE TRANSMITTAL SHEET Dale: September 23. 2004 To: Bob Hutchins From: Filisha Johnson Fa):: 952-447-4245 Fax: 763-383-6101 Re New Horizon Child Care Prior Lake Facility This transmittal consists of 2 page(s), including this cover page. The information COlltained in this fa(;simile message is confidential information intended for the use of the individual or entity named above. If you have any problems/questions, pliease call (7€3) 557-1111. I , 16~55 36'" Avenue N, Suite 700" Plymouth, MN 55446 . (763) 557.1111 . www.newhorizonchildcare.com 09/23/2004 18 15 FAX 7833838111 NEW HORIZON ACCOUNTING ~ 002/002 tIEW~ tlORfmIIJ .~ Child Care . ~\'k~,~. IN!", .. i"",ll'-"""""'W Sef'ltember 23, 2004 Mr. Bob Hutchins Citl' of Prior Lake 16: 00 Eagle lake C,,~ek Avenue SE Pri( Ir lake, MN 553n Oear Bob: Th~ nk you for meetin g with me last week to discuss the restroom facilities at our new prototype faci lity in Prior lake. As Ne discussed, New Horizon will accommodate the needs of our clients to ensun= adequate res'room facility acce!;s, During family events (Le., open house), we will label one of the school- age restrooms for adLllt men. We also discussed thll fact that New Horizon has 1,200 center employees in Minnesclta, and we do 10t have one male working in our facilities. It just so happens that very few men end up get~ing into the field of early childhood. That is why New Horizon did not design a separate resJroom for male staff employees. In "ddition, New Horizon's unisex restroom that will be used by parents. will be kept sanitary at 21111 imes. New Horizon has a routine cleaning schedule that restrooms are cleaned numerous timE,S daily. If yc 'u have any furthe.' questions, please do not hesitate to call me at 763J83-6211. I COIj N:\Nti 20QAW H C C\Prior Lake . 67\1..ett.ers.Msmo&\City 01 Prior Lake 092304.cJoe New Hori,e., Chil~ Care 18355 36th Avellue North Suite 700 Plymoulh, MN 55446 (763) 557-1111 Fox: (763) 36S.6101 newhori2onchildcare,com , ~ POR'l'f1'OLIO ~ DESIGN SERVICES INC. 2340 North Lexington Avenue Roseville, MN 55113 (651) 631-1300 FAX (651) 631-1500 www.rosewoodoortfolio.com 'D .~ @ ~ O'Mrn1"'./' SEP - 3 2004 . ) MEMORANDUM DATE: TO: FROM: August 30, 2004 Danette Moore, Planning Coordinator Dan O'Mara, AlA PROJECT: New Horizon Childcare Center RE: Response to City Comments Danette, The following are items in response to the comments made by yourself, Larry Poppler, and Robert Hutchins regarding the New Horizon Childcare Center proposed for Fountain Hills Drive: !<esQonse to Questions from Danette Moore: 1, A photometric pian has already been submitted, 2, Regarding Watershed permit, we are waiting for a call back from the Watershed District. 3, For landscape buffers, see revised Landscape Plan L-1 attached, 4, A cross easement document has already been submitted. 5, No action 6, A letter of landscape credit has been attached and a sign permit will be issued by the sign contractor, ResQonse to Questions from Robert Hutchins: 1, The retaining walls will be engineered when the retaining wall contractor will be awarded the job, (The contractor has it's own in hous ineer) 2. Fire lanes can be seen on the revised ite Plan SP-1. "" H62-6- 1-; 1'cA4tJ? 3, A fire hydrant has been placed in the west parking lot island, Refer to the Civil sheets, 4, A PIV has also been located in the west parking lot island, more than 3 times the height of the building away from the building, 5, See revised Civil Sheets for lawn irrigation information, 6, See Site Plan sheet SP-2 for handicap ramp details, 7, Full signed architectural and structural sets have already been submitted for permit. 8, See revised Civil Detail Sheets for sprinkler stub information, g, Handicap sign details have already been submitted on Site Plan sheet SP-2, 10, Coordination with Jody Edwards is on going, 8,(again) A soils report is attached, g,(again) Energy Calculations are attached, 10,(again) Special inspections requirements have already been submitted, See structural pians, Page 1 of 2 ~ity Comment Response I 11, Ventilation requirements will be provided when the HVAC contractor is awarded at which design will be submitted for permit. 12, Fire extinguishers are shown on the set of architectural plans already submitted, 13, A firebox key is noted on Sheet A-2, 1 which has already been submitted, 14, Acknowledged, ResDonse to ouestions from Larrv PODDler: General 1, All revised sheets have the city project number incorporated, 2, See revised Civil sheets for line types and symbol standards, 3, See revised Civil sheets for curbing, utilities, and parking lot sections, 4, Agency permits and approvals have been applied for. 5, See Civil sheets for parcel and adjacent parcel information, 6, Documentation for all easements has already been submitted. 7, All revised sheets are 22"x34", Wny this size, I'm not sure, 8, See revised Civil sheets for existing survey data, Gradina and erosion control, 1, See revised Civil Sheets for connection to existing site info, 2, The retaining walls will be engineered when the retaining wall contractor will be awarded the job, (The contractor has it's own in house engineer) 3, Contact information will be given at the time the grading contractor will be awarded. 4, See revised Civil sheets for silt fence information, 5, See Civil and Site Plan sheets for door locations, HvdrolooiclHvdraulic and Water Qualitv 1. Storm water calculations are attached, 2. Subcatchment details are shown on the revised Civil sheets, Utilities 1. See downspout information on Civil Utility sheet. 2, See catch basin designs on revised Civil sheets. 3, Existing utilities are shown on revised Civil Utility sheet. 4, See Civils for chimney seats, 5, Cleanouts can be seen on revised Civil Utility sheet. 6, Notes for piping are shown on Utility sheet. 7, Invert elevations shown on revised Civil plans, 8, Irrigation information is shown on revised Civil plans, 9, Acknowledged 10, A reengineered HDPE cover is shown on the revised Civil sheets, Streets 1, Ribbon curb detail shown on revised Civil sheets, Some of the items above seem to be "boiler plate" material because we have already completed many of the items, Please let us know asap if there is any incomplete information. Tha(~ Dan O'Mara, AlA '".7.. iiii ,~,l,~ ", ': c Page 2 of 2 .'k,*,~~-""-"""';"""" ,.", ::.:~~:~t,?, '.' '., _ City Comment Response: ':'" .', e ,- -',' ~* "';:s,1:;'",',:~::,;,;.."!;f> .';.., _.' " :", "..,- -,:',~ ,'" " .,-,-~;::~-;'" /-~~::,",:'::". ';,;' \" ","'''' ,',", ".", ..,"{';i"..~""",,,,,,,,, \("': ~"\~.%'::8~,::;~:T~di~j~~;,;-,_<:,::~~til~i;j""", ::!~~~~~':;,~ii~.:M;:';.,~~' CITY OF PRIOR LAKE BUILDING INSPECTION DEPARTMENT COMMERCIAL & MULTI-UNIT PLAN REVIEW CHECKLIST Pro~ect Name:_ /II~ 1"1<:>1<., 'Z-c:>.vS Fr::::vIV"'Jl'hAJ A......'3 /le, vGr i Job Address: I. CLASSIFICATION OF BUILDING: A. Use of Building 1. Occupancy Group (Table 5-1) ]:'- 4:- 2. Occupancy Separations (Table 5-B) If? B. Type of Construction (Table 5-A) V' -- A ~","'_o & v- g . C. Location of Property t I I , hO +- Rear (;,0 I- L. Side 45 R. Side 2-0 Front I. Actual (f!P. -r;r..3 ~ W,.f- pc 428 D. Floor Area 2. Allowable (Table 5-C) &Jt'Jt?CJ b) Sprinkler (505.3) -w~ ~ z....l41 -::.gz.71"~ Jf '_'f~ . ~./ y I' , qtJa:/J<.t!Z:7 L ~ ("',44 3 '1 ~ F. ~3.'f '1.7,""''' YPIW ~ 9~lJ~.lU 7/ f- f"",,(300) I~ . '012.- . :;. 13, 143. "t o./~. ~ A V - B BI..1)(; 3. Area Increase a) Open Area (505) c) Multi-Story (506) 4. Mixed Occupancy Calculation = / E. Height and Number of Stories 1. Actual: Stories Height zB ~ ~ If 2. Allowable (Table 5-D): Stories , Height +0 3. Allowable Increase / _____...___._.....__._~._,._m__._ ~ /0 :\1:emorandum lATE: August 4, 2004 ro: Jane Kansier FROM: Robert D. Hutchins RE: New Horizon Site Review Following are the results of the site review for the New Horizon building. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 2000 International Building Code (IBC) 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. Sheet C I: Structural engineer to design retaining walls over 4' -0" in height. 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 and by Fire Department connection. IFC 503.3. 3. Sheet C2: Provide a Fire Hydrant within 150 feet of the Fire Department connection. 4. Sheet C2: Provide a Post Indicator Valve (PIV) on sprinkler supply line into buildings, Locate a minimum distance away the height of the building. 5. Sheet C2: Ifprovided, indicate means oflawn irrigation. May use separate service and metering for billing purposes, Please explain use ofteed domestic water line. ~ 6. Provide HDCP ramp detail. The following are building plan comments: 7. Submit signed architectural, structural plans and a Certificate of Survey before building permit. Submit signed HV AC, plumbing, fire/smoke alarm, emergency lighting/exit signs and sprinkler plans. May be submitted at a later date. t. Provide detail oflawn sprinkler service stub valve and backflow prevention details. 9. Provide HDCP signage details, ._--------_.~.,._--- ~----_.._-".._---_..._.._-_. CITY OF PRIOR LAKE ORC PROJECT REVIEW CHECKLIST ;)ROJECT NAME: Il.PPLICANT: :;ONTACT PERSON: 1'10#: LOCATION: I EXISTING ZONING: I COMPREHENSIVE PLAN: I PROJECT REQUEST: r.- NEW HORIZON CHILDCARE FACILITY An application for site plan approval for a childcare facility located in Fountain Hills Addition. and zoned C-4, Portfolio Design Services, Inc, Dan O'Mara 651-631.1300 SITE INFORMATION 25-363-001-0 4400 Fountain Hills Drive This property is located on the north side of Fountain Hills Drive, immediately south of CSAH 42 and west of Pike Lake Trail and the Holidav Gas Station, C-4 (General Business) C-CC Review site plan, ,. I~ , I. DISTRIBUTE TO:-------=-ll Frank Boyles---m-i. Bud Osmundson Sue Walsh .. Steve Albrecht Ralph Teschner i. Larry Poppler Chris Esser . Fire Chief Bob Hutchins ,. Bill O'Rourke Danelle Moore I. John Sullivan I ~ . DNR - Pat Lynch County Hwy. Dept. MNDOT SMDC Met. Council I. Minnegasco Watershed Dist. Telephone Co, Electric Co, Mediacom Cable - - -----.- APPLICATION FOR: Administrative Land Division Comprehensive Plan Amend. Conditional Use Permit Home Occupation Rezoning . Site Plan Preliminary Plat PUD Final Plat Variance Vacation loaie Received .. - 7/16/04 7/21/04 -- 815/04 Date Distributed Date Due I Complete Application 7/21/04 Date Distributed to 7/21/04 DRC Meeting 8/5/04 1 Date DRC I Publication Date NA Tentative PC Date NA Tentative CC NA Date ~ Day Review Date 9/21/04 Review Extension NA . . . . 1:104 filesl04 site planlnew horizon childlreferral.doc Page 1 I have reviewed the attached proposed request (New Horizon Childcare Facilitv Site !'Ian) for the following: r Water City Code I Gradinq i Sewer Storm Water Siqns Zoninq Flood Plain County Road Access Parks Natural Features Legal Issues Assessment Electric Roads/Access Policy Septic System Gas Buildinq Code Erosion Control Other -------- _____ ____n_ Recommendation: _ Approval Denial _ Conditional Approval Comments: ~~~/ / th~} b/~h~ i I / f Signed: Date: Please return any comments by Thursdav. Auaust 5. 2004, to Jane Kansier, Planning Director City of Prior Lake 16200 Eagle Creek Avenue SE Prior Lake,Ml'.rS5372 Phone: (952) 447-9812 Fax: (952) 447-4245 I e-mail: jkansier@cityofpriorlake.com -.I<- -:-,;, ! 1:104 IIIesl04 site planlnew horizon childlrelerraLdoc Page 2 I .~~ ~ ,0. An S.A.C. determination must be completed by the Metropolitan Waste Control Commission. Contact Jody Edwards at 651.602.1113. I. Submit a soils report. ), Submit Energy Envelope Calculations. MN Energy Code 7670.0100 lr-l ~~.c;.l O. Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. U. Ventilation for the building must meet UBC chapter 12. Provide 15 CFM of ventilation per occupant in the corridor. 12, Provide fire extinguishers minimum 2AIOBC rated, within 75 feet travel distance of all areas. UFC 1002. 13. Install Fire Department key box by front door. An application is received at time of building permit. 14, Provide address numbers on building. IFC 505. This is a site review only. Other code items will be addressed when the final site and Ibuilding plans are submitted. 2 L '~--'~'-----"~'-"--'----------"'---'-----'-'- -.-.-----.-....... ~ Metropolitan Council Environmental Services ;eptember 9, 2004 ~ CiC,.. ~ : ~ob Hutchins , ~uilding Official I~ity of Prior Lake .6200 Eagle Creek Ave, :'riorLake,MN 55372-1787 Dear Mr, Hutchins: , ,he Metropolitan Council Environmental Services Division has determined SAC for the '~ew Horizons Daycare to he located within the City of Prior Lake, ',his project should be charged 12 SAC Units, as determined below, SAC Units I ~harges: Daycare 172 children @ 14 children/SAC Unit 12,29 or 12 ~f you have any questions, call me at 651-602-1113, \rt.n. cJ. ~ . o~rds : ;taff Specialist trunicipal Services Section lLE: (190) ~40909S3 I :c: S, Selby, MCES Bill Bartolic, Rosewood Construction www.metrocounc!l.org Metro Info Line 602-1888 230 East Fifth Street St. Paul. Minnesota 55101-1626 . (651) 602-1005 . Fax 602-1138 . TIY 291-0904 An Equal Opportunity Employer CITY OF FRIOa LAf(E lCi200MGL1lCR'EIt}I{AV~1';l;J)j, S.E. 'p' RIO~''b, L """'" 1\'.n.T .,.;'%.... . "',_~" ,~,'-,I.l~~~:~':'I."" SPEQAL STRUcr:t:ta.AL TESTING ,AND' il'.lYrJliCfION Sl,;..Q.J!;v.)'tE l'rojeetNemeJl~l,{,.~,~I~~!e~ t!~~~ Location ~ 141W!i"~~"p~. .. -"', SPBCIALSlRUCnJRAL TESTING A,liIDINSPECTION IS" lflolltldii s:.:t'<lI1Arilolo I !~,S !~;T .~".- 'I ~....... ~ption ~(".<=6tJ.:~ -~!!> '" ' _ .:. 6. ,.~",,'_\~-V-"~~R1t'-"~" Gfrt'ilF!.flAh "a';"~w ' 'IYilO<>fll>!pector m 6S:~';' t'II\-, .y......, ~U , RBportl'JOliuonoy Assigned Firm (4) j>lop.oDl<{q"'T', _~'I.~ I ~r~ ...,Il......"'.~ Cf.U)db/c... I Nolcl:, '.Q\l$"<lli,i;<Itl~ tq-~tlUtldQur~~ ll1tWdQdi~'thilp",!!oe;opoc:ifi""tjbu. lIlt<>rnllliiOll ~VIlI/a1Slo ottJuit t "", to btl:llUod,'oj]tYih~~lyijtg furu;Jill.ltd[o&pl!!mi~.., ".;:'~6/:!"'''6~ 1'16"1 . (i) u~.!les#l~peiJl!lilts~l; iisa.dbyMlnne$ota StatoBuUcUngCode. (~) Spooi.lln.poct"". To.Wllc;tl"S~clol~' Strutural. (3} F'irm ,Qoniracledtoper!c;tni.dtVit,., ACKNowtEboMBNTS ~ , lla.h-a\1PfORfli!!>!:..p......tatlVeab.n.lgnboIQW: (),\VllIOt'~,., Firm: co.ll1lIllCet:iml~ ~ . ~rtoit ~., '" 'ilml\i~~)" :;:~. s~: I!nl;", "', !",' , 'i>Aj;, III : ,',i.1ET TAj'~ SF!'. , / TAl SI'T: F: F: DalO: ,~. I, Dille:.,'.. DAte: .-. ."~ . .\ " Duta'. '"ljI':,'. '. !lata:. .. ,01( oalO~ ~ ~c1 PalO, Djto: . Pille: ,;;>*= flrlh' P.ll!o: "ThO lhllivitlu" riluno. .<irjiU~v~ji~JaliDsp.ctorS and \bO _they IDtand to oosorv....n tie l~eQtIfiodo (Usa roVOi'Il' .ld.offcmn Ifj,....,ary,) Logond:SER -ll~a1!ingincCI:Nl\ocord SloT - Sl'"~~"lnopiOtot - I#ni!:81 SloS - S~.atliiJ' lnlpoctor. S4'uc r....-n:.tJngAgenoy F - F.brli:ilor - Accepted for tho Building D.pllt1m011t by ~'TI.Doe -5t4/". I I j -'~ ~NTERAGENCY REQUEST for INSPECTION :ro: o State Fire Marshal o Local Fire Inspector )(J.ocal Building Inspector o State Health Inspector o Local Health Inspector Date: December 22, 2004 =rom: Judy L. Brekke, (Licensor) Phone number: 651-297-4117 'rior to issuing a license, verification is required that a facility is in compliance with appropriate ;tate or local codes for health, building, and fire, Please complete the applicable section and 'etum to the Department of Human Services, Division of Licensing with any orders attached, A :opy of the orders should also be provided to the program. !IIame of Facility: Proposed use: Child Care !IIame of Program: New Horizon Child Care Center A.ddress: 4400 Fountain Hills, Street Prior Lake, MN City 55372 Zip Code IProgram contact person: Kami Thompson Phone: 952-447-2121 ~rea to be used: Numbers/Aqe Ranqes of Particioants: Facilitv clans Basement ( ) 6 weeks to 16 months: 24 to serve First floor ( ) 16 months to 33 mos,: 28 handicapoed: Second ( ) 33 mos. to kindergarten: 90 Yes ( ) Other () kindergarten to 12 years: 30 No ( ) Specify: Total: 172 Health Request: ( ) Licensed () Not Licensed () Application left or mailed ( ) No orders necessary at time of inspection () Major orders issued ( ) Minor orders issued ( ) Major revisions needed before license can be issued Signature of Health Inspector: , Phone # Agency Name: , Date: Building Code Request: ( ) Not applicable: facility located in non-coded area Date referendum vote removing code requirements: Signature and Title of Local Official: An inspection is required for all proposed facilities located in a code area which involves new construction, major renovation or change in occupancy, (Le, any facility not currently used for the proposed usage), (Continued on next page.....) ~ ~!?~~~.2~~ 2340 North Lexington Avenue Roseville, MN 55113 (651) 631-1300 FAX (651) 631.1500 www.rosewoodoortfolio.com TRANSMll"lAL IComPlllny: i City of lI::lrior Lake pate: 1 -6-05 ~ttenti' m: Bob Hutchins t~~ New Horizons, Prior Lake ~ddre~ :s: hone: 952-447-9851 I !Fax: 952-447-4245 [8J I' ax [] Mail 0 Expedited OCouner OPlease Reply WE AF:E SENDING YOU: CopiES 1 Daftl 12-21,041 Description Testino ReDOrts Remarks: Bob, For you!' Information, If you have any questions please feel free to contact our office. Thank youl GC: I S;gned: I Lynsey Andrews, Assistant Project lManaaer 10 39.L _._._______._~t_._,___,_ OIlO~ldOd aOOM3S0d BBSHE9TS9 S~:8T SBB~/9B/TB OC:C 21 213134 0:"38 FR 6516591379 TO 965163115130 P.0V14 IJ AMERICAN ENGINEERING TESTING~ INC. FAX TRANSMISSION AMERICAN ENGINEERING TESTING, INC. 550 CLEVELAND AVENUE NORTH ST, PAUL. MN 55114 (651) 659.9001 Fax: (651) 659-1379 To; Bill Ba r1lollc Date; December 21. ~~04 Camp .ny: Rooewnnd Construction Pa~es; II including this cover sheet Fax !'/:I,; 6!!1-631-1 !'lOO From; Rob Flicklnl1:rr Phon< No,; 631.631-1300 Phone No.: 651.659-13lll AET .Job No. 20-04687 Sub.ic, It: Reoorrsfllr New tTnrizo'lll. Prior ,L.akc. MilUlcsota Cornl11lenb; A ttae,! :ed is a c:opy cf the reports for the referenced site in Prior Lake. Mr:nnesota. The city was cople' ( on ail afthese as they were issued. Please call wilh any questions, J can also be reached by e-/1 tail at rllickim'er@amel1(Jtest.com, Thank you, ThIJ:frJ(:J ;milrand cmyJlIe.r ,'ram,miuct/ wilh I' "re cu;ifidrJJ1/Ic" and Imene/ad J()I'~'Yfm' ,hu It.-.e oft/lr! IndlltidU(J1 or {!!J/lly (0 whom Ihayerra >lidres".d. Th;s oommuni,'(Jl/on may cantain malarial {lMlacletl h)"'l/ol'n,')"."a"t prlll/leg"- l/y(J!i are IWI Iha Imd"detl reo/ph"" or Iltep.r.,o/1 respol1"ihlafar d,llvcrl"lt theft,e,,;m;!',a llie Jmantled re.clplel1l, b. advised Ihul you hove ,'.calved lhi" Ira""..!, .ion in error and lhat any U'.. "I"scnrinotion,forwartlmg, pl'inlll1lf, or ""pying 4th;" inlol'/T"~I/{Jn i,' SlriClly prahiblted. (/you It, ve reeeivod /hi,fa,:,riml/e in ort'or, pi"". nu/(Iy /{,I (1/ J.f>'On.97].6364 AOS114(IIII01) W 39\1L OIlO~ldOd aOOM3SOd 00S nEg IS9 S~:81 S00~/90/10 DEe 21 2004 09:38 FR 6515591379 TO 95515311500 P.02/14 IJ AMERICAN ENGINEERING _ TESTING, INC, CONSULTANTS . GEOTECHNICAL , MATeRIALS , ENVIRONMENTAL REPORT OF EXCAVATION OBSERVATIONS AND DENSITY TESTING PI ~OJECT: REPORTED TO: ROSEWOOD CONSTRu\,...L1vN SERVICES 2340 LEXINGTON AVENUE NORTH ROSEVILLE, MN 55113 NEW HORIZON CHILD CARE BLDG. 44)0 FOUNTAINHILLS DRIVE NE PIIOR LA.K.l5, MINNESOTA AI:T JOB NO.: 20..Q4687 ATTN: BILL BARTOUC m.TE: NOVEMBER 23. 2004 Ill.' .'" ,_., cc: CITY OF PRIOR LAKE BUILDING INSPECTIONS -~ INTRODUCTION Tit s report prese.llts the results of the soil observations and testing we performed for the re~ ~renced project. Our services were cooducted on a will-call hasis. The scope of our work was lira ited to the follc.wing: · I )bserving the soils in the bottom of the mass excavation for the building, . ?rilling shallow hand auger borings in the bottom of the excavation, . ferfurming hand cone penetrometer probes in the bottom of the excavation, . J ~valuating the suitability of the e;ltposed soils to suppon the fill and anticipated building I :ladings. · CondUCting compaction tests in flll placed to slab sUbgrade elevations. . ~ ummarizing th,~ results of our services in a written report, O~r work on this project was authorized on October 11. 2004 by Don Jensen from Rosewood Con itruction Services. E0 39\1~ Thl, doCUmom shill" nol be repl'Oducga, Qll'Ooplln f1lU, wllhou( wriTTen o.pprClVaJ of AlTlCfiCl"n EI'l9JtleerfnEl TtIliibng. Ino. 550 Cleve;land Avenue North. 51. Paul, MN 55114. 8S1-S59-8001 . Fax 1/61-659.1379 Duluth, Monkalo , Marohall . Rocl1..t.r . Wlusau , Rapid City . ~I.rr. ,Sioux Foil. JlN A~IFlMATIVE ~TIOJ\i AND EOVAL OPF'OIqTUNlrr EMPLOYER OIlOjldOd aOOM3S0d 00S11E91S9 S~:81 S00~!90!10 DEe 21 2~B4 09:38 FR 6516591379 TO 96516311500 P.~3/14 AET #20-04687 - Page 2 of $ CONCLUSIONS Ba sed on Lhe results of our observations, band auger borings, hand cone penetrometer probes and ou . review of the available information, it is our judgment the soils eKposed in the bottom of the In, ss excilvaLion for the buildin8 were suitable for support of the fill and stTucwralloadings. Tl-I: results of the soil compaction tests taken during filling operations indicate that all final tests md or exceeded tile minimum specified compaction level lit the elevations and locations tested, Ttl ~se conclusion!> are intended as a summary, Read the remainder of the report for specific illbrmation, DESIGN INFORMATION Wt understand or assume that the construction underway will: . fIave one abovll-grade level. . 'lave a first floor elevation of 873.4, · . 3e supported by conventional spread footings designed using an allowable soil bearing pressure 10 greater than 2,000 pounds per square foot (pst), · ,-lave bottom-ot.footing elevatiollli of 869,1 for the perimeter footings and 871.4 for the interior {ootings, . kave approximate overall dimensions of 74' by 140', . llave below-grude lUasOnry block foundation walls supporting above-gl'ade wood frame ( onstl'Uction. . Ilave normal tolerance to settlement. · !ile COlllitructed ."ccording to applicable buildll1g code requirements, __.~-=1-____, OIlO.:ll~Od aOOM3S0~ 005HE9159 50:S1 5000/90/10 DEe 21 20E'14 0S" 38 FR 6516591379 TO 96516311500 P.04/14 AET #20.04687 . Page 3 of 5 D:viations from the above design information could necessitate altering our conclusions and re:ommendation~. Comact us If the information stated is diffl:rent from the acrnal project design, B Iilding 10Clltion and elevation information obtained at lhe site. and presenteu in this report, was referenced to off-set elevation and location staking placed by others. BACKGROUND INFORMATION PI eviously, a subsurface exploration program was performed at the referenced site by GME C >naultams, Ltd. The results were presemed ill their July 30. 2004 report (GME Project No, 11068), Refer to that report for pertinent background information and for their recommendations 10 prepare the building area for structural support. ,EXCA VA TION OBSERV A UONS w! ohserved the [['lass excav:ltion for lhe building during the period from Octoher lito October 2],2004. We were not present at the SIIC on a fuB-lime basis, OUT services consisted of periodic vi! its to the site, cl)ordinated with the contractor, which allowed us to observe the mass excavation fell the entire building, In addition to observing the soils exposed in lhe excavation, we conducted sill ,How hand auger borings and hand cone penetrometer probes in the bottom of the excavation, Tll ~ soils encountered were classified in general acconlance with ASTM: D2488, Estimates were 111, de of their strength prOperties based on their resistance LO advancement of the hand auger and fr'l m. the hand conll penetrometer readings, The soils were also compared ro the soils described b~ ,rhe preliminary boring logs, Til" soils exposed in the bottOm of the mass excavation were classil1ed as naturally deposited san;ly lean days. similar to those described in the preliminary report and the associated soll boring S0 39dd I OIlO~ldOd aOOM3SOd 00SHE91S9 S0:S1 S000/90/10 DEe 21 2004 0=:39 FR 6516591379 TO 96516311500 P.Iil5/14 AET #20-()4687 - Page 4 of 5 10. ~s. The bonom of the excavation was at about elevation 867'12 in the northeast portion of the In; ilding, at about elevation 870 in the northwest pOl1ion of the building and at about elevation 869 in the south portIon of the excavation. OUf hand cone penetrometer readings illdicated Lhese nil tural ,oils should be capable of supporting unit loads of at least 2.000 psf, The observed soils w, ore judged suimble for support of the till and building loads, Si I~ portiolls of the excavation tenninated below foundation grades, l; 1 oversizing of the e~;avation bottom and subsequent fill system was recommended, Our judgmenlli of the ex :avation oversiting were based on the off-set staking and elevation information provided for us in Ithe field by the contracror. Bl\Sed on the information provided, it appeared that sufficientl: 1 lal ~ral oveuizing was provided for the observed excavation, FILL COMPACTION TESTING DLring the period from October 12 to November 8.2004, we conducted 17 density tl.lslli in till ph ced at the site. The density It:sts were conducted on a will-call basis, The field density tests w~re compared to the laboratory Standard Procrar maximum dry density (ASTM: D698) [0 arrIve at I percent compaction level for each test. 'the test results are attached. CLOSURE TJ protect the client, the public and AmerJcan Engineering Testing, Inc., this report (and all sur porting infonnation) is provided for the addre!isee' s own use, No represemations are made to par ties other than the addressee, 90 39\1~ OIlO~l~Od aOOM3S0~ 00snE9,S9 SL:B, S00L/90/,0 DI~C 21 213134 09: 39 FR 6516591379 TO 965163115013 P,136/14 AET #20-04687 - Page 5 of 5 Ol'lr services for this project have been conducted to those standards considered normal for se'vices of this type at this time and location. Other than this, no warranty, either express or irr plied, is intended. Rl pon Prepare<1 Uy: Amuican Englnel!lJing Testing, Ine. Report Reviewed By: American ll:nQineerlng Testing, Ine. /'7 '- J , c.- -2-d 1" J 'th-J~-.,/ Ortis L. Johnsoil ' -- St, Iff Engineer I #~L}? '~/f Michael p, McCarthy. PE Principal Engineer MN License No. 16688 Al tachments: Repot~ of Density Tests Earthwork Quality Controllnfotmation Freezing Weather EffectS on Building Construction , LB 39lid _______--1-_____________ OIlO~ldOd aOOM3SOd 005 HE9 '[59 5~:8,[ 500~/90/,[0 DI~C 21 2"'04 09: 39 FR 6516591379 TO 96516311500 P.07/14 11 AMERICAN ENGINEERING TESTING, INC. CONSV.TANTS . G.OTECHN ICAl. . MATERIALS . ENVIRONMENTAL REfil:RT O.F DEti5JTY ~STS PROJl :CT: REPORTED TO: NEW 1lORIZON CHIl.DCARE ROSEWOOD CONSTRUCTION 4400 F ::>UNT AIN HnLS DRIVE NE SERVICES (2) PRIOR LAKE, MINNESOTA 2340 LEXINGTON A VENUE NORTH ROSEVILLE, MN 55113 AET J JB NO: 20.04687 ATTN: BIll BARTOLIC CC: CITY OF PRIOR LAKE DATE NOVEMBER 23. 2004 BUILDING INSPECfIONS "-- -= FIEI D DENSITY lEST DATA To" Dcplll :J=Jo'W Dry Moist. Tes' T"" 'DqIllJ ExiouD,! Demiry c....., ProctOr Perc:eot l:!2. ~ TeHLOI:Iltil)JJ B..1lriml !l!!lIIr .Ji!!:!l... -00.... No, ComDllt:tiOQ ~ 1 10/12/04 BuildiD& pad: 4S'E of NW 868'1.. W 108'h 14.8 I 96'.4 95 building corner 2 10/12/04 BuJlding pad: B'B of NW 868'1" ~' 108 13.9 96 95 bllilding con= 3 10/12/04 Pb,ygraund area: 28'N & 8'W 870 'h' 1l2'h 16.6 1 100 9S of NE bul!dinl corner 4 10/13/04 PllIyground ar=a; 26'N ofNE 8721h 11,,' 114 18.1 101 95 building comor 5 10/20/04 SlIdtary service ill footing 868'/.: w 112 16.3 1 9911" 9S lrellcb 6 10/20/04 W l,ter servlc= in foorina 868'.4 'I,,' 112 15.4 99'h 9S tre,lCh 7 10120/04 SIIUQry lewer: 30'N of 2" 'h' 1121h 16.4 1 100 100 sanitary MH 8 10/27/04 EXler!or wall backfill: S'S & 870 'h' 109 14,0 96'1" 9S 65' IN ot SE bullt!Jng comer *rhp'th (ft) [."; " ,...:.II\..,ralk~nol be ,rpodU4:l8d. e'XGeF'lIn lull, wlli'lOut wrlnen al'FOYill ofA'"tltl~n EnglnOltEtring T9at!~, Inc. 580 ClevE,llndAV9nue North. Sl, PaUl, MN 158114 ,851-859-9001. FIX 651-659-1379 Oul"lh , Mankato . Marshall . Roche.llrr , WaU/l<lu . Rapid CI1y . Pi.... . Sioux Falls AN AFIJ'JRMATlVE ACTION AND EQUAl OPI'lO/'tTVNlrY liMPI.OYER 80 39~d OIlO~ldOd aOOM3S0d , ,__________._-1-__ ___..,_____,_._,.___,__._"..__ ...,..-..... ......,..-, 005HE9159 50:81 5000/90/10 OI;:C 21 212104 09: 39 FR 6516591379 TO 965163115121121 P.I2IS/14 ART #20-04687 - Page 2 of 3 FIE] ,D DENSITY TEST DATA ToS! Deplll lIoIow Dry Moi.!. T." Teo' .DcptA/ ExUtlq Donsil)' Con....' ProclOr 1'<:10"'" ~ Dltc rUt lDcation Eleviltion liIill2 -lP.EO.. ..J:!L &.. Comnac:tfon ~ 9 10/27/04 Slab-on-grade: 4' S & 43 'Waf B71 W 111 16.7 1 9B'n 95 N'E blillding corner 10 10/27/04 Slab-on-grade; 12'N & 42'E 871 'n' lll'n 15,5 99 95 of SW b\lildiDg COIllCl' 11 10/27/04 S1ab.on-grado; 1B'S &< 16'E of 871 'h' 110 16.1 1 97'1.1 95 N'W bllildiDg comer 12 11/8/04 Sllb-oo-grade; 18'N & 2'W of 8ny, 'h' 115 4.8 2 95'h 9~ S1' bIlilding comet 13 1118/04 S14b'on-erade; 3' S 41: 28 'W of 872'n 'n' 118 5.8 2 98 95 N:E building comer 14 11/8/04 5Ii1b-on-grade: 2S'N & 44'W 872'n 'h' 117 9.1 2 97 95 en SE buUdllla corner 15 11/8/04 S~lb'on-gndc:; n's 41: 30'E of 872\0\ In' 1I7'h 5.7 2 97'1.! 95 NW building corner 16 11/BI04 S1ab-on-grade; 5'5 &< 10'E of 872'1.1 'n' 113 4.7 2 9!'h 95 NW bIlilding COtllllr 17 11/8/04 Slnb-on-glllde; 4'N &< 26'S of 872/h In' 116 10,5 2 96'/\ 95 SW bUilding corner MWI"d: Sand Cone (AllTM D1556, AET nO.S01-1)_ Nuclear (ASTM D2922, AET #20-S0I-2)....L ODCWtb (ft) below ~bl:rade. I ___~ 39,+ _________~IlO"ldOd aOOM3S0"'-________ 005 HE9 '[59 50:8'[ 5000/90/'[0 DEe 21 2004 09:39 FR &516591379 TO 96516311500 F.09/14 AET #20-04687 - Page 3 of 3 LAlORATORY MOISTURE-DENSITY RELATIONS OF SOILS (PROCTOR) ~ Max, Dry GtllVe! TOil Opt. Mois!Ure Donoi<y Soil Dc:crimiol}, CooIent(%) M:!l!!!!! Cont01lt/!!:) Will Sandy lean clay with a little gravel, brown (eL) 4,6 B 16,0 112.7 Sand wilh a little gravel, fine to medium graiDed, broWll (SP) 7 B 12.8 120.5 2 Proec lure & Method: StaD4ard (ASTM D698, AET #20-SOI-3)..JL Modlfled (ASTM Dl"7. AET #20-501-4)_ To PI' lleCl the address.., the public, and oUlSelves. tble nJport (and allsupporring information) is provldell fur the addresse.'s own \: >e. No represenralloll5 Ire made to parties other than the addressee. Reviewed By: Amemllll EngiDtering TcstinC. IlIc. C:~..s "'. Cunis L. JohnsOll Sraff Engineer I - .J .,.,/.,J(,.rJ OD, pd1 (ft) below sublPde. o T 39l;1~ I OIlO~ldOd aOOM3S0d 00~HE9T~9 ~L:8T ~00L/90/T0 DloC 21 2004 ~:39 FR &516591379 TO 96516311500 P.18/14 EARTHWORK QUALIlY CONTROL INFORMATION EXCI ,VAT/ON BASEl!;VALUATION Judi:ll ''''IS of IUpp(>r[lne, Ion. are baled on &oils expo.ad, and on 10QA) urnplo. of iOiI. relrieved by hand augering ond prOb~' I~' aecallie conditions In lhe subsuriaoc are hiddaP, it is not possible to fully cbllrllClCrize the subsurface conditions, The", "re, the clienl must aocopt that our judgments arc limited 10 those sou. which oro directly observable to us. As SOl conditions may b; variable at dllpth, it is besttbat excavation bue observation be aided by deeper exploralory lest boti .. (usually done prior to COnSl%llCtlon). Alt1lOllgh mese deeper borings may notto18l1y reveal wbat is in the subsurface. they g ..tI)' reduoo the rillk at deep'" poor aoill going undetecled, The pi "'ence of gro""d water within the excavation can aLBo limit tho supporting toil evaluation proem. Also. if standing groun! water i. present, there is a ri.k to the cliem that compronible soils may not be observed and remain bone8th the water lurina excavation. The compfC$Bible materials can become trappod beneath or within lbe SUbsequently plllled fill. FILL] NG Strucb lral fill plaoement is commonly monitored by pwfonning local compaction ~sts, which elllaUs complll'ing a field densi~ ' le.110 a laboratory Proctor leilto anivc at a percllllt eompaction. Density tests of fill only provide the compsction level c f the fill at the 10llation and elevation of the teat. N; many factor.; conlrOl compactlon, web as fill lift thickne$ll. moislL ro oonlen~ malcrial type an~ compaetlve effort, compaction variation witbln fill can e.dll which may not be repros' ..ted by the tests, Density (compaollon) tests are considered "",",s""ladvo when used in a conscientio... program of conlro ,led fill plaeement, where the factors Infl..encing compaction are clciely monitored. Conclusions about fill suitability 10 illp 10rt strUClUtlIlloading. from the rosults of a limited number of compaction tests inclUdes increased risk, unless th. indivio,ual drawing lhe cunclusioM has complete knowledge of the aforementioned variables dorlog placemenl. for this reasoe, part-timo tosting c.. . "will-call or trip" basi. includes more risk to the clientlban "full.IUne" moniloringltcsting. OVEJ ,SIZING 5trucb,ral elcmCllts aLBo exert 10adllljS laterally; and becaute of this. lbe excavation and subsequent fill system needs to be ovem::cd [0 accommodate Ihese loadings, The extent of lateral ovcrsizinll is ncrmally 11l8OCiated with tho movement senaiti ,ilY of the strIIctu~: and the strengthlcv............Jbility properties of the soils retnaining a101lll cbe excavallon sidewalls, Ovorsi <lng on lbe order of I (horizontal): I (vertical) is typically provided for foundations in "normsJ" cenditions. Howe' 'er, oversizinl! on 'lhe order of I~: I or more is usually needed In hillhly compressible situations such as Iwan,p dcposi 3, AST ~ ""5 not practice in Ibe field gf SUIVoyi.oa and mU$t rely on location and elo"alloA staking of proposed construction by the c\i. :nt or !heir representative. OW' mcaouremmtB in rhe field are made in relation 10 those stakea or other location and clevati)l1 intonnallon prl>'lided to u&, The reliability of AET's oplniolW, conclusions and recoounentlariollS based on those measuemcnlS (s dependelll on the accuracy of the staJdog or information provided by tho: oliCllt or their representative, FREE !'.ING WEATHER Soils' 'hicb ere allowod tll rree2ll will heave and 10"" density. Upon lhawlnlil. these soils will nol rOiain their full original stren!!,' and density. The extent of heave and densit,y/strOlli\h Joss depends on !he soillypO and moisl\lle condition; and is usual~ more pronounced in finer grained soils, and particularly silty soils. Foundarions. s1ab6, and othet improvlllTlentli atreett l by wch trOlll mO'lcmenrs should be protected from frost intnl5ion during freezing waather, If filling take. place durfll8 tTcczine weather. 111 frozen soils, snow and Ice should b., stripped from all are.. to be fllled prior to new WI placen ent; IJId the new fill should nct be allowed to freeze during or after plaoement. Por tllis realon, it is USually more benofj,: iallo perform exc<vate/refill operations during free2lng wearher in smaller plan ar.... where grade can be attained quiclel! ' rather than working larger arelS where a large amount of froslstripping may bo needed. STRV ::rURAL SUl'l'OnT ON UNCONTROLLED FILL Ri5k8 I te ilSsociated with supportin,slruCluros on fill wbich has not boen placed In a conlrolled and well documented mann", Bven where exioting flll app""" 10 be well compacle:d (including when soil borings have been r..:....~d). hidden poorer or lOO$er soils can jlOll:Tltially exist below or within the fil~ or previous excavation and extension of lhe compacted fill nul I nor have been pwvided with. sufficient oversize in all directioDll to accommodate the new lateral loadings. Risk. can b, ",ducod by me""" of inc.....lng the omount of tIlStlng and Obsetv'lions, 20.E.l'~DOl~(2101) AMERICAl'4 ENGINEERING TEStING, INC. BB511E9159 56:81 5BB6/9B/IB n 39'11d OIlO.:lldOd aOOM3S0d _____---l....--~__.____._.__,_.H___'_._._.__..__._,_"._.,._.,__---. DI::C 21 2004 1119: 4111 FR 6516591379 TO 965163115111111 P. 11/14 FRlU:ZING WEA.nJ!,K EFFECTS ON BtllLDING CONSTRUCTION G)~AL Be :ause warer expallds upon freezing and soils contain water, Bolls which are allowed to freeze will heave and lOll density, Upon dlawlng. these solis will not rOiain their original strength and density. The extent of heave an J densltYl Strength 101S depends on the soil type and moisture condition. Heave is greal<lr in soils with higher pc centages of fines (silts/clays). High sill COnlenl sollo a~ most susceptible, due to their high capillary rise po ential which can creare ice lenses, Fine grained soils generally heave about 114" to 3/8" tot each foor of frost pelletration. This call translate to I' to 2' of t01ll1 frost heavo, This IOtal amOUnl can be significantly greater if ICl lensing occurs, ~~GN CONSIDI:RATIONS Lyey aDd silly soils can be used as perimeter backfill, althougll the effect of thelr poor drainage and frOSt pr 'penies should be;onsiderod, Basemenl areas will have special drainage ancIlaleralload requirements which arc not discussed here, Frost heave may be critica1ln doorway area.!, Stoops or sidewallcs adjacenl to doorways co"ld be designed llIi slruclUrill slabs supported on frost footlDi; with void .paces below. With Ihis design, ffi( vements may rrn.I1 occur between the slrUcwral slab and the adjacent on-aratle slabs. Non.frost susceptible saJds(with less than 12% passing a 1f200 sieve) can bel used below such areas, Depending on the function of sw rounding areas, tlie sand layer may need a thickness transition away from the area where movement is ~7i ieal. With sand placement over slower drlining soIls, subsurface drainaae would be needed for the sand Ii) ~r. High density extruded Insulation could be used within tile sand to reduce frost penetration, thereby re< ucing me sand tlili:kness needed. We caution that insulation placed near the surface can Increase the pOlential fOt Ice glazing of the .urface. Th : possible effects of adfteezing shOUld be considered If clayey or silty soUs are used as backfill. Adfreezlng OCI urs when backfill adheres 10 rouih surfaced foundation walls and lifts me wall as It freezes and heaves. This 001 UTrence Is mo.n WIDmon with masonry block walls. unheatod or poorly h....led building sltuatioll8 and clay b.llcfill. The potential is also Increased where backfill salls are poorly compacted and become saturated, The ris : of adfteezing ca" be decreased by placing a low friction separating layer between the wall and backfm. Ad{reez:ing can OCCU:' on exterior piers (such lI$ deck:, tence or other similar pier footings), even if a smooth sUllface is provided. This Is more likely In poor drainage situations where soils become satura1l:d. Additional foc rinS embedment endlor widened footings below the frost zone. (whiCh includ"" tensile relnforcomtnt) can be Jsed to resist upW~ forces. Specific tlesigm would require individual analysis. g NSTRUCTION '~DERATIONS FOI lIIdations. slabs and other ImprovementS which may be affected by frost movements should be insulated from frc,;t penetration during freezing westher. If filling takes place during freezinr weather, all frozen soils, SII0W all<: ice should be strlJ)ped from areas to be nUed prior 10 new fill placement. The new fill should DOt be allOWed (O I reeze during traN't, placement or compaction. ThIs should be coll5itlered in the prnject s~heduling, budgeting an,; quantlty estimating. It is usually benefiolal to perform cold weather earthwork operations in small areas wh "e grade can be alUlined qul~lclyralher man workini larger areas where a O'"O~' amount of frost mipping =, be needed. If ,dab ...bgrade areas freeze. we recommend the subgrade be thawed prior to floor slab pi" :emenl, The frost action may alilO require reworking and recompw:tion of the thawed subgrade. Ol~lS(2/01) ! AMERICAN ENGINEERING TESTING, INC. <::1 3911d ,-------___-L-- OIlO~ldOd aOOM3S0d 00,nE91,9 ,0:81 ,000/90/10 ~~c 21 2004 09'40 FR 6516591379 TO 96516311500 P. 12/14 CONSULTANTS UjMERICAN 'GEOTI!C~NICAl . MATeRIALS ENGINEERING . ENVIRONMENTAl TESTING, liNe. _ OF co~rWSSJVE ~GTH OF C~CAL Ct:l~E SPECIMENS. ASTM..;S;;;12 PRonc ': NEW HOllZON CHlLDCAIlE 4400 FOU "TAIN Hl!.LS DRIVE NORTHEAST PRIOR U KE, MN REPORTED TO: ROSEWOOD CONSTR.UCTION SERVICES 2340 NORTH LEXINGTON AVENUE ROSEVILLE, MN 55113 ATTN: BILLBA1l.TOLIC CC: CITY OF PRIOR LAKE AJl:T JOBINa: 20~46!7 DATE: } oYember 18, 2004 J'to.emf1!l! InformatlD'll Set No, Date ea It: Cast By: Date:Re, ,elYt4I in Laborat~ry: lA.C 1012012004 Nick Hop 10r.W2004 Concrete Supplied By: Mix No: Truck No: P1aeemeot Method: Aggreiate Industries 303NI 133 Truol< Di..hlIrge PJuti. Prll!!!i!Yl (ASTM:CI"l. ABTM:C231, A8TM:CI064) Slump. 1 II S.O Air Content, %: 2.1 Concrete Temp. )l'O, 63 fJieemcnt Loc:atiu.;. Columr, footing grids, A-2, A-3. H.3, H,2, Stoop Footing Grid 1:1-1, 0-1, E-I, 0.1, H.,'2.1, A,2.4, A.2,6, A. 2, B,4, Wan Footing. I, A to H; H, 1 to 4; A, Ito 4; ...Ii A,4to C.5 Cvlinder No. Cvlln dor (nformatlon Height in.): Diamtt f (ill,): Cross-s ,c:tIonal area (sq. in,): Cylindl' ' oonditionl.., .....Iion; Curln211, fs"mation Test d;lle: Day~ ~ . ai[e: Days k curing; Age at esting(days): Te.rt Iufo. motion Load al Failuro (lbs,): Strmg1l II Failure (PSI): Speclf; ld Strength (PSI al :18 DiIY~): Type (, 'Failure: IA 1 B Ie 12.00 6,01 ~8,J7 12.00 6,00 28.27 12.00 6.00 28.27 10127/2004 1 6 7 11117/2004 1 27 28 Lab Hold I 78,820 2,780 3,000 Cone 119,620 4,230 3,000 Cone 3,000 Conform. lee: The 28-day ten re.ult meets the specified de.siln strelli!h. Raported Jll': \ \ J U, John ], HaUl II, PE r! Material. E. gineor FlF I EI 39~___.___ OIlO.:llClO~ aOOM=_5~~_____________ This documenl snail nOI bEl reproauced, BJlClpl In full, WlV'ltlUI written ~pproval 01 Amorlcen Er"Qll"I~oring Toellng, Inc. 660 CleVtlland Av.nue NDr1h . St. Paul, MN 88"4 - 651.11I9-900' . Fax 651'861H379 Dul.lIth ,Manko.o . Ma",~all , RDchlller . Wau..u , Rapid CI.y , P10rre . Sioux Fall. AN AFFIRMATIVE .....CTION AND EQUAL. OPPORTUNITY EMPI..OYEIit 005 nE9159 5Z:S1 500Z /90/ 10 D~C 21 2004 0';1: 41 FR 5516591379 TO 96516311500 P.13/14 CONSULTANTS 11 AMERICAN . GEOTECHNICAL I . MATEFlIALB . ENGINEEEING . ENVIRONMENTAL. TESTING, INC. ",'ftIT OF COM~"IVE STIWNGTH OF CYLINll,RICAL CONCIU!.TE~PECIMENS - ASTM'Q2 PROJECT: NEW HOR: WN CHlLDCAli.E 4400 FOl./l'l rAm HlUS DRIVE NORTIlEAST PRIOR LAl' .E, MN REPORTED TO, ROSEWOOD CONSTRUCTION SERVICES 2340 NORTH LEXINGTON AVENUE ROSSVll.LE, MN ~$113 ATTN: BILL BARTOLlC cc: CITY OF PRIOR LAKE AET JOB 1'10: 2D-04687 DATE: N'vember 23, 201)4 PI"r:~ment ' nforlllation: Set No: Date Ca, :: Cast lly: Duta Re. ,ivcd In Laborato ry: 2A,C 10/22/2004 Todd Schwo.rl4 ] 0/25/2 004 CODerote Supplied By: Mix No: Truek No: PI..oment Method: Aggregate Industries 303NI 259 Trucl< Discharge Pla.tle Prv. terties: (ASTM:CI~3, ASTM:C231, ASTM:C1064) Slump,lI: 1.0 AJr CODten!, 0/.: 2.1 Concrete romp, 1"': 68 flacemenl ;Dc.tion: ColullUl footing pad. at grids S-3. D-3, E,3, 0-3 CvUn~F.t '0. 2A 2B 2C C"~inder Information Heighl(I1,): Diameu r (in.): Cross-., orlonal area (sq, in,): Cylinde conditionlprepurslion: Curin! Ir tgrmatiQh TeS! d. .e: Days 0 , site: Days ir curing: Age at eetiDJ:(days): :re.t Infol,ution Load a Flilure (lb..): Streng! ~ at F.nure (psn: Speclll ,d Sl1cngth (PSI at 28 Days): Type 0 'Failure: 12,00 6,01 28.34 12.00 6.01 28.34 12.00 6,00 28.27 1012912004 11/1912004 3 3 4 2S 7 28 129,980 180,040 4,590 6,350 3,000 3,000 Cone Cone Lab Hold 3 3,000 Conform. lea 28-day tert rqUlt meets the specified design .lrenith, l~ Reported I y: RF ThiS QOOP.lmerrt &halll"lOl. tlQ reprodUCed. excepl!n full, withOut wl'frten I:IPPI'l)YbJ QI ArnorioRrl Errqinc:orln9 TeIlIting, Ino. 550 Clev"lland AVenue North. St. PaUl, MN .5114 . 651-158.9001 , Fax 651.859-1379 Duluth. Mankata . Marshall. Roaheel.l. Wausau, Rapid CIIy ,Piorre . Sioux Falls AN 1liPF'IRM,,"Ne ACTION AND EQUAl. Ol'I"Of'lT'uNIT'r' EMF'I..O'1'fPl ~, 3]:____ . OIlO~ldOd aOOM3S0d BBS 1;1;E9 ,S9 S~:81 SBBU9B /18 ['EC 21 2004 0~1: 41 FR 6516591379 TO 96516311500 P.14/14 I AMERICAN l ENGINEERING TESTING, INC. f2.f Pg .l- of -L NOT FIELD REPORT ell! 'liT: J7 o~"-uv,!bd ~.{. ':;",.,liCS ADI: 'RESS: 1.1<106 ;;,.",~Jy,,.~ ;I,-II!, Dr PR(JEcT: ./1./,,-, ,&....,,4- t'~~ ,.... CO~" AET JOB NO: :zO-(}'/~> 7 DA'1'I!.: \1 111 10L/ CLlI!NT WIO fI: SITI: CONT./CClMPANV: ~ ~>..,.~. CONTRACTOR: =--~ TEt T METHOD: J2'I VISUAL tl MT D PT [J UT D RT 0 OTHER EQIIIPMENT USED: CA. DATE: _",1.,.".- AR :A OF INTERES1I': -:'J _ ~ j..l,.d /J /p SlmAL 1/: CAL DUE DATE: .P 1F1 ~~t::1....... I'...,...,A Col.......'" Gt~,,_+,''''/"I5. (^'" a>~:"J,., ~j'p;\~.\,) REJlULT8: 01 ~~,,,\ t1;h~""ILfO-l;d\ ~" don... ,'" ('"I,,,....,, ~s-e. fv,1'\';",~ r:+ u.r~v"d... _ IplJ~\. -::;::<._~" ,,,,) (-:1,1......... """I.:l:L~~ ~~?"t>? 1"1/,,,1. P,...d &"., ml,"'....<, _All rl1,"~'~"oAf A),~'t!Yld!.d /-""'".._- <::,.-I;'h4-/-h.r-i. ~wlJ+ m.....r..; A../i-Ae ....<::; :::L....:/.., nu1 d'I.-..z;, r'ao'" ,t..,.. VI TunE: MI_EAGE: __~lt..ch 8ddlt~0!,al oaae if necu..sr:t:. NOTE: This II a Pfafimlnerv report, If requited. a lormo' "",art win bo 'uued upon completion of wark. ' Tho," results sPllly only to the Items and laoations IIltld, ' CL lENT REPREBl!N1'ATIVE C~~~j AET TECl1NICIAN PHONE: 651/669.900) or 1-800-972-6364 FAX: 651/&47.2744 This dgcumcnt :lhntlll\crt be reproducod, except In Nil. without the writ1sn a~prlW'l 01 .t.meric:an Engineer1ng Tming. Inc:. 06-NIlT.117 (6-03) S! 39'1d OIlO~ldOd aOOM3S0d 00S !LEg !S9 -S~:8! -. SB0~ /90/!0 .c.. .....~-_.~.""..- -~:". '..' ,_ ...,"'. .-c~~'_"""""'.-" ,.."-_ ._.~.. . .-.. .__..,..."-_._'~--_.~....,......_~ ;;70'~'. CITY OF PRIOR LAKE BillLDING INSPECTION DEPARTMENT CO] I1MERCIAL & MUL TtUNIT FIRE PLAN REVIEW CHECKLIST Proj let Name: ~~.N ~ t., 'Z. oN > Job. t.ddress: _ I rovide access roadway for fire apparatus in accordance with Section 902 of the Uniform I ire Code (UFC). This includes the following: (:( All-weather driving surface. ( ( V 20 feet of unobstructed width. {~ ~. f::. - (.( 13 feet 6 inches of vertical clearance. (V Adequate turning radius capable of supporting fire apparatus. The radius is: 45 feet for a sprinklered building. ( 60 feet for a non-sprinklered building. ,J It Dead end access in excess of 150 feet long shall be provided with a , 'I turnaround. ../' ,~ccess roadways shall be extended to within 150 feet of all portions of the exterior walls of ~he first story of any building per UFC Section 902. Where access cannot be provided, an i .pproved fire protection system shall be provided. .,./', \n adequate and approved access for Fire Department equipment must be provided during I :onstruction, If on site pavement is not provided when construction begins an approved I oadway surface must be installed with approved dimensions which will support fire vehicles :lnd equipment. - \lon-sprinklered Building: Fire hydrants are required per UFC Section 903. All portions of he exterior of any non-sprinklered building must be within 150 feet of an approved fire lydrant. ' "2-= e::t-~ T....,.~ ~prinklered Building: Buildings with a sprinkler system require .,9lle hydrant withi~ feet of the fire department connection and a hydrant(s) within 300'1eet of all portions of the :xterior. The fire department connection shall be located on the front of the building, The PIV must be located a minimum of the height of the building away, w:- . FIREP .AN ~J};.:.t~~~':~:'?~~~;}'~;~;;.;:d:",,~l:;::..;:~ .>_-;:-- ":'f; 'A!.....,... .~'. oA,) ~ " ~~"",,---'"'''-''''''-'_.''' ...-. -'_...' . J All hydrants shall be accessible to the fire department apparatus by roadways meeting above rei [uirements. Hydrants shall be located within 5 feet of the curb so that apparatus can pull al. mg side for the connection. . PI Jvide fire lanes for fire apparatus response, Signage should read: "No Parking Fire Lane b) order of the Fire Department." Location and number to be determined. . Plovide numbers of addresses in such a way to be plainly visible from the street or road fr Jilting the property per UFC Section 901. Numbers shall contrast with their background. . T lwnhouse projects must have directional signs designating the numbering sequence of units fc r each individual roadway, . P 'ovide approved key box to be installed in accessible location per UFC Section 902. This is n quired when access to a structure is unduly difficult or where immediate access is necessary f( r life safety or fire fighting purposes. Key boxes shall contain keys to gain necessary a, :cess. Key boxes also recommended for building where entry may be delayed and to p 'event damage as result of forcible entry, Obtain order forms from the Building Inspection I epartment. . F,ire extinguishers are required for this project per UFC Section 1002. Extinguishers are r,:quired to be a minimum 2AI0BC rated and located within 75 feet travel distance of all a :eas. This distance decreases for more hazardous occupancies. Location and size to be determined. . ' ~ ubmit plans for required fire protection equipment to the Building Inspection Department fer UFC 1001. Requirements based on the 1997 Uniform Fire and Building code. Submit t NO copies of detailed shop drawings before installation to receive approval and permit. (One copy will be returned.) The contractor should submit installation permit application Hith plans. () Automatic fire extinguishing systems (sprinklers). () Sprinkler systems of more than 20 heads must be monitored by an approved 24-hour station. () Fire hydrant systems. () Wet standpipe systems. () Fire alarm systems. () Cooking appliance and vent extinguishing systems, () Fire pumps. () Other extinguishing systems. . Fire alarm plans must be submitted by State licensed electrician or low voltage contractor. . F1REP .AN _.......,.c--:,~,~'.L.,...~ ~ 'Om ~..~ _~ "-~~~--,, .~,-... .-....._,_...._.,---,."""'...._,."""-'''''~;.",.....~...~~_._~. ......, "-_.~.- -- --,,-, . Pro ,tection systems installed that are not required are subject to approval by the Fire DIartment and must meet code requirements, . S mit 8-1/2 x 11 inch site plan for development of emergency response plan. . Sl bmit plans for underground storage tank installation to the State Fire Marshal for approval. UI'lon approval, submit approved plans to the Building Inspection Department which will co Ilduct the inspection and testing. . Prpvide information or see instructions as indicated below for special hazards, Please supply information, plans, specifications, as applicable. (. Places of assembly, UFC Article 25. ( ., Cellulose nitrate storage in excess of 25 Ibs., UFC Article 27, (I Storage and handling of combustible fibers, UFC Article 28. (I Garages, repair, UFC Article 29. ( Dry cleaning operation, UFC Articles 36 and 79. (( ( Application of flammable finishes including dip tanks, spray booths, etc., UFC Article 45. Welding and cutting operations, UFC Article 49. () Refrigeration equipment using other than air or water and more than 20 lbs., UFC Article 63. () Compresses gases, flammable, UFC Article 74. () Compresses gases, non-flammable, UFC article 74. () Cryogenic fluids, UFC Article 75. () Explosives or blasting agents (storage or use), UFC Article 77. () Flammable and combustible liquids, UFC Article 79. () Hazardous chemicals, storing and handling of hazardous materials including toxic chemicals, poisonous gas, hazardous waste as defined by DOT and EP regulations, UFC Article 80, () High piled combustible storage, UFC Article 81. __ This includes requirements for fire sprinklers designed for proposed commodity and storage arrangement, building access, access doors, smoke and heat removal, curtain boards, and hose connections. () Liquefied petroleum gases, UFC Article 82. FIRE'!' .AN ,..~ ,. ',,,;,,,._, _._,,__.J...... " ,'., ._ ........ -, ,....... ....,... .. ....... ,.... .. ..,.. ,.. .............. ... ....... ....................., ../. '.......... . P 'otection systems installed that are not required are subject to approval by the Fire Department and must meet code requirements. . S Ibmit 8-1/2 x II inch site plan for development of emergency response plan. . S Ibmit plans for underground storage tank installation to the State Fire Marshal for approval. l pon approval, submit approved plans to the Building Inspection Department which will c mduct the inspection and testing. . Provide information or see instructions as indicated below for special hazards. Please supply i1lformation, plans, specifications, as applicable. () Places of assembly, UFC Article 25. () Cellulose nitrate storage in excess of25 Ibs., UFC Article 27. () Storage and handling of combustible fibers, UFC Article 28. () Garages, repair, UFC Article 29... () Dry cleaning operation, UFC Articles 36 and 79. () Application of flammable finishes including dip tanks, spray booths, etc., UFC Article 45. () Welding and cutting operations, UFC Article 49. () Refrigeration equipment using other than air or water and more than 20 Ibs., UFC Article 63. () Compresses gases, flammable, UFC Article 74. () Compresses gases, non-flammable, UFC article 74. () Cryogenic fluids, UFC Article 75. () Explosives or blasting agents (storage or use), UFC Article 77. () Flammable and combustible liquids, UFC Article 79. () Hazardous chemicals, storing and handling of hazardous materials including toxic chemicals, poisonous gas, hazardous waste as defined by DOT and EP regulations, UFC Article 80. () High piled combustible storage, UFC Article 81. __ This includes requirements for fire sprinklers designed for proposed commodity and storage arrangement, building access, access doors, smoke and heat removal, curtain boards, and hose connections. () Liquefied petroleum gases, UFC Article 82. . FIREP .AN Sep 14 2004 3:29PM HP LASERJET FAX p.2 eS/1412004 15: IS 65163115Be R05Eto.OODPCRTFOLIO PAGE ~2(e2 -...' CrtY OF OOOR LAKE 16200 EAGLE C lEEK AVENUE SA PRIOR LA 0, MN 55372 ~PECIAL STRUcrURAL TEST! NG AND INSPECTION SCHEDULE ProjlCtName~ \I~1""~~I~~ <'~V Locl tiOI1 ~ 1.411..... ~: ~ \(uTtf(~ 'S2.4~ ~ ~~~()~ ., J 1i~1D:1 1,BIc~ SPSCIAL STRUCTURAl. TESTINO AND INSPECTION 5~ _lion Soot! III AJtIcle D.lerIpllon Type olln>pllClOl' (3) a"part F'*)DOIlC)' AIolpecl FklD (4) ,--' Nolo" This IcbeclUle to be fill... ~ lI1c1lnoluclecllll 0 . projecupeciii<atjon. lntbrlnai ,,,,,,,,,,,,,lIablo at llllt tilDe, 10 be nlItd OUI wile.. 8pplJllna for 8 bulldble pmII!t (1) U.. descriptiOlllpeTlJllC Soe!ioJll. )), as acIoptecl byMlnn..Ola S_ Bllildi118 Co<lo, (2) , Special ImpeclOr. Technic", SpocllwptetM - Sb'ucura1. (3) FU1ll COIltrIcled IOporl'orm..me... ACKN01ILEOOMEN1'S ~ ~:~~~~~~N6V ~/~:;WV 1Ii1I!I!J~ c:;on,t IC!b - i* 'C.Fimt' 'S?e>>~ t9'..r- I ~~l. ___, Fimt.D'*!..~.--. -.. E. __ . 31!1l. FI2m:' Pitt: .31-5: FlIIl1; Dalt: TA~ Finn: DII4: III-T Finn: DII4: TA: Finn: PIIcl IIH 1'1tm: Pitt: pi Finn: DII4: p, Finn: Pitt: 'Tho 1IIc11..!daIIIIlIQl.' of IIll pmspcodw opec alln1peclOl'I end the work _ lDIOlld to Obmv. ahlll be IclClltilkd, (U..reVlnulcICoftolDllfllOCl' ,Ilt')',) / ,..,.,..... -)~ -......." II'RJ DC IJ ,i ~ .~/~ 1 l , t I Permit Number Envelope Compliance Certificate Checked BylDate Minn esota Commercial Code COMch ,cJ.EZ Software Version 3.0 Release 1 Data fill name: \\Jasonh\shareddocslProject Network\CurrentlProjects 2004\RA04-002 New Horizon Prior Lake\City Submitt 11 RevlEnergy Calcs.cck Sectiol.ll: ProjectInformation Design< r/Contractor: Docum. nt Author: New Horizon Childcare Center Prior Lake, MN Portfolio Design Services, Inc, Dan O'Mara Project: ,ame: Sectio.12: General Information Buildini: Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Coolin8 Degree Days (base 65 degrees F): Project [ype: Windo,' / Wall Ratio: Scott) Minnesota 15 8499 695 New Construction 0.20 ,ID1ole 'qlli1clinp- Tvne(s.)~ School! :10,001-25,000 ft2 Floor A.rl<ll 10560 Sectio n 3: Requirements Checklist Bldg. Dep!. Use Air Leakage, Component Certification, and Vapor Retarder Requirements ] I I, All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. 1 I 2, Windows, doors, and skylights certified as meeting leakage requirements. ] I 3, Component R-vaJues & U-factors labeled as certified, D rn@ [g D~ [gfRil SEP - ? ?nr- Climall-Specific Requirements Gross Cavity Cont. Proposed Budget Comnm ent NamelOescrintion AlM R-Value R-Value IJ-Factor IJ-Factor Roof 1: All-Wood Joist/Rafter/Truss 10560 0.0 22,0 0.043 0,045 ExteriOl Walll: Wood Frame, Any Spacing 1890 19,0 0.0 0.068 0,068 All winllows: Metal Frame:Double Pane, Tinted, SHGC 0,57 966 0.690 0.520 All dool s: Glass, Tinted, SHGC 0.53 252 0.700 0.520 ExteriOl Wall 2: Wood Frame, Any Spacing 999 19,0 0.0 0.068 0.068 ExteriOl Wall 3: Wood Frame, Any Spacing 999 19,0 0.0 0,068 0.068 ExteriOl Wall 4: Wood Frame, Any Spacing 2192 19.0 0,0 0,068 0,068 Floor I: Slab-On-Grade:Unheated, Vertical 4 ft, 420 10,0 (a) Budg:t U~factors are used for software baseline calculations ONLY, and are not code requirements. Envelu pe PASSES: Design 7% better than code Sectio 1 4: Compliance Statement The pro )osed envelope design represented in this document is consistent with the building plans, specifications and other calculat ons submitted with this permit application, The proposed envelope system has been designed to meet the Minnes' Ita Commercial Code requirements in COMcheck-EZ Version 3,0 Release I and to comply with the mandatory requiTer lents in the Requirements Checklist. ~~ Princip' I Envelope Designer-Name ... '!o,\\\\\ :0.,,,, s .._ .... ~ ..... ........, ~ g .... LICENSED \ % g ! ARCHITeCT i E ~~\ No. 43399 j ~ ~..... .. .::- ~ 'As. ...~"f" ~ ~~~ -.. ...0" ~ ~/. O;..........~t3 ~~ '//1/ MIN~v\\'... //1111I11I\\\\\\ , ,.1 1 I I I 1 j Nf?A /:, IN i2-<>= \o.-HC5 I-Ftik" A.-.......^--~ $",\5i"->~ - O./L- . I!V-)\+~1.f- A;us- s:'lILco&0 Lv ~J~? 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S: 7"'t ?yt ~ OLO<"(c...dJ ._~. D~s1Dr/~ . " f(.-. -J E.N,-(\.....rl.,.j LAL'-ULAT'~.s , WflI\-r \-1 PiT Of-. 't 10:k;> \20"""", Up; S6Y <!:>R.. 1(- F.. [lS, 122.. , (J(..()tI'\orv G t!6Vtfvv t1 S'~~ , ? CJ[~__ T:~. 2..,,"03.4,/.5J ~, ~v 7(10,3..5_ If, (; ~eG JJc,-, ~ rrz Ii ~JJ (~.~UN . I ,oi I A2r4- ii~ !<ITCA+& N ii! I ~I Do""~ ]<''f N.:s:ro \> ~ ~ 11 / C-oIV\. ~ 1'1' (5 c-1t:-;fV'- (\.. -R- Dc.. c..-~ f>- I: "I/e A2~1 ii~ riM f/Z6iJi:. /A../5<->_""'-71JAl II " ii H! ,,' ,il iil 'II ill jij L 00 i:> ij II !t ill \. C' ~Lu<-'-, Jl-A c ~ I ;\ CoIf\.A 'f-oeh"- (tw<'$ ,j)(.<.JQ.s Ii ;; i. 'i !I II \2./Al-.y, t, v.J~ [$ 1/tA-j)v'U.- Cw.vV~ I II Ii ! I , , I I I I I I , ! -- -..'-. '-U~ \1 p~ =- HI Sf ? I"'Sf'1t Ta> . '" /---- . ') ~':_01.AQ ~ ~ I, G~ Uc-r S''7A- (fl- ) , 7{1d-~ (fdi::() 01/19/2005 11:34 u II ICI':::VU"J IJo:l, 1::1 r~.1C, 6516311500 ROSEWOOD PORTFOLIO PAGE 04 I!l 004/004 " 'l; , 'If,;,,,;",1 '" ';!,).' ,~~ ::iII: ,~,'!I .~':;::\:, " Jlj": flI1''''''!\, ~ ")' >;-~... 1~'\ ).:1(,' '. ,,', ."",1; ,"<I , 301 0 VI, Lncoln St, Phoenix, '" : 66009 S86-2SS-S m 602-2E 8<3 711 "-" 602-eea.s 115 fOll PHONE NO. 612 931 0859 October 1, 2004 e Jan 12 20~S 10:42AM Pi Dear Valuod Cuc;IClmlir: You are probably, "ware that the "An component of UCSC's rigid polyurethane fOlm llroducts'lsclIllled ~D! Ilooyanlt., commonly known as "ISO", Due 10 1$0 lupply' constraints and the rlllated pricing VOlatility in our inclustry, we will institute a surchlllrge of $,oellb on all "A" components. This surc;harge will be effet::tlve Immedielely (October 1, 2004). We appreciate your bUQin~s and supPO(1during Ihis period or e,x1raordlnary Increase in Ih.. colil of the raw materials used to formulllte our products, Your Regional Sales Representative will be avallabl; tel answer IIIny additional question$thst you may have regarding thle letter. As always, thank you for your business, end continued SUIlPort Sincerely, ~LtJ-#-). l.lila Wright Vice President ' Sal"'li & Marketing --~---~-,-~-~._--.."_._- . . , ~ 01/18/2005 16:37 6516311500 ROSEWOOD PORTFOLIO PAGE 01 ~ ~2~!~2?c~ 2340 North Lexington Avenue Roseville, MN 55113 (651) 631-1300 FAX (651) 631.1500 ~, rosewoodoortfolio,col1l ..~' A "'" ".':;. TRANSMITTAL lcompa,1Y: City 9f Prior Lake H_. D;ate: January 18, 2005 ~ttentio 1: Paul Baumgartner ,Project: New Horizons Childcare ~dreSl>: 16200 Eagle Creek Ave So, Phone: 952-447-9850 I Prior Lake, MN 55372 Fax: 952.447-4245 ,- ~ F~x o Mail o Expedited o Courier []Please Reply .'" 1',1',_ WE AR ~ SENDING YOU: Copiel 1 Date Description Spray Foam Specs for SGC Insulation (Report No: 1i'6324-1) ":l,'" 'l!. Rem8r~ :: HI Paul, here Is the information you requested pertaining to the spray Foam we arB proposing to put In our Joist pockets, If you have any questions please feel free to contact our office. Thank you! .~ l'.~;. bc: bigned: I Christopher Clements, Asst P. M. "Wi"" ______________.____._~_.__..__._.~.___..m_ Bl/19/2B85 11:34 65163115BB -, -. . - - - , ,... ,.,,, ROSEWOOD PORTFOLIO PAGE B3 ~ 002/004 _FROM : IN,~LATIONSUPP~IES PHONE NO. 612 931 ~969 Ja". 12 20~5 10:43AM P3 ',,-, ~.porl No.: 1'9324-1 Cllt~: A,ugust 20, 2003 PREJ'J,RA'l'IOIll AND CONDITIONING: The sampls material wu aubmltt~~ In threB pieces. 24" wide by _6" I"ng, ~cn1orrnlng to tut chamber dimon, ions , The s2mple was supported d,,,ing t~t1ln\l by 2' '"XI,I; l"'l! muh poultry netting runnrng tn. length of t~ tSs1 chamber and 14 "round metal rods plecsd at ;wo Fe ot inreNalG scross the width 01 the OIla! chamber: ~rlor " t~atlng, the s~oimen wu pl.oed In the ocndlrlcnlng room Imainteined lit 73.4 ~ 5' Fend · ..i.I,V I humidIty of 60 :I: Bl>J and allowed to rsaoh moislur. .qu/llbrlt,HTI. 9UMlIIARY OF ASTM E84 RESULTS: Because 01 the possible vlrlet/olt. In r.produaloi1itY. the .."Wits ar. ~dlt;:I!' d 10 ~he naares1 flgur. dlvl.IllI~, by 15. SAl'lPI ,'E! ~IJ'6liiA TION 1.5/2.0 Spr.'" j Ur.1hane '-.../ ~QarT' F .".'1, 4" 1Mlok l.at No, 306-0748 Fl-<\IIilE SPRE,oJl $MOKIi D!NSITY 26 410 In orelo, to obnlr'l t~. PI.me S"r..d Clal8if1rlation, the ~bo';e resuJto ."ould be comosred 10 the ioilowins table: ' ' Iaeh qlAl!Ill . A 9 C UAC CLASS I II m FLAME SIl"ao , 0 thrdug h 25 :26 through 75 76 ,through ZOO. . BUILCII~ G CPDES CITED: 1. NifClo ,.1 Frre Prct8otion'Assoelation,. AN91/NFPA No. 101, ""ils Safety Code', HI!)" Edition. 2. Unifo'm Building Cod", 1994 Edition, ChaPt.r 8, I/ltlorler Flnlshes, SeotIons 80HlC7, "-.../ .;;;:~~:..~~-:,~:"M :,:. ~;..;.,~:~':~.~~~.,'7,:::~:~~':'~~=-r~~.:~~~,?:~~~~~;~~:,,'~:~gt':?!'~::'.~,f~~~;~1,;1~= .: ~~M':.::.::':i=::-';:';:::: ::'::""~~~;.;;:;; :....":::.:~ ", :. ;";~M':~'" ::-::' " ,.P~.-=""7-,':" o. ~ . _~,~:::;:."',I,~.:,P':'~'~,-' ..~--_. 01/19/2015 11:34 6516311500 ROSEWOOD PORTFOLIO PAGE Bl ''-..,/ r~ _ ~ROSEWOOD '::"--C"l1!oc!4 J.,/ Construction Services Corp. -."'..... rl "'I'~ ~....',,' Cc-,...,... ,I .-....~..,.. 'J// It 2340 North Lexington Avenue ~"'~ e>ut$ Roseville, MN 55113 .....-. ~.... <1l+<s (651) 631-1300 FAX (651) 631.1500 ~. www.rosewoodoortfolio.com .... \"1... TRANSMITTAL Icomp~ ny: bty of Prior Lake -- ~te: January 18, 2005 httenti(;n: Paul Baumgartner Project: New Horizons Childcare ~ddres s: 16200 Eagle Creek Ave So, Phone: 952-447-9850 I Prior Lake, MN 55372 IFax: 952-447-4245 ")0'10' " \ ' ---J ~ Fax o Mail o Expedited o Courier DPlease Reply "" ~'~10 WE AF. E SENDING YOU COplE S 1 Dare Description Spray Foam Spscsfor SGC Insulation (Report No: 176324-1) ....'...~. Remark .: ,. Hi Paul, here is the information you requested pertaining io the spray Foam we are proposing to put in our joist pockets, If you have any questions please feel frea 10 contact our office. Thank youl ... !~!;- ,~' Ice: ISlgned: I Christopher Clements, ASSI P. M. 0:'-'" ,81/18/2885 15;37 5515311588 I fROM ; IN'~LATIONSUPPLIES \ ~.~ ~~j~~'~:>. y' ~. "r" {~~}: '. ' . ,,' ~:~ :;" '~~ . ~.' -, f,} :t. 1 _:~:f \~\':\ ~, 'Ii.\ ~j:', j~~(,' '1';"'.. I.~ ,.,. " " "I, .~ ( . i 3010 W Lincoln s~ Phoenix, 12 85009 , S88-2!lS 9272 602.f!ES 9711 60E.2EG, 9115 I.x ROSEWOOD PORTFOLIO PHONE NO, PAGE 84 lit! 004/004 612 931 0869 J2n. 12 2005 10:42AM P1 October 1, 2004 ~, Pear Valued Customer: ' You are probably aware that. ths "A" component of UCSC's rlgll~ polyurethane foam productslSo.lled MOl i8ocyanate, commonly known as "ISO". Due to 1$0 8upply oonlltrainla and the rl3latlld j:lrtclng volatility In our industry, we will Institute a curchar"e of $.Ol!l/lb on all "A" components, This surcharge will be .ffectlve Immediately (Oetober 1, 20,04), We apprOllciate your busln~GG and support dur,ing this period of extraordinary inc~Q&1lI in the cost of the raw materials used to formulate our produ~ts, Your Regional8a1es Representative will b, available \0 answer any additional questions- that you may have regarding this letter. Alllllways, thank you for your bUlSlnll~! and eonllnued ;upport. Sincerely, X3..oJ':"f-) Lei'! Wright Vice Prollident ' Sal~il & MarketIng . ... -~--"-'_. -....--,...-.--.--...- - -_...,',---- - .._._.,--_.~-,~~--_..- 01/1~U0~5. _15~ 3,7,,,, 5515311500 FROM; INSULATlONSUPPLlES fNSULATION SUPPLIES 141 S -B S 'Ill Str8~ S~ulh Hopkin., MN 55343 (952) 932-9000 ROSEWOOD PORTFOLIO PAGE 02 Ii!J 003/004 PHONE NO. 612 931 0869 Jan. 12 200S 10:43AM P2 EMSPRAY I:M m POLYURETHANE SPRAY FOAM SYSTEM Th_ roam', prop<:rtl.. __0 detenninecl on UII1P]ClS spnoyod through a OuImor H.J.l unit at 800 pais with a prehl!llted lemper..v8 t>f 120"F and a hose temper8tlJre of 11 5 "F. The.yslaI> wa. Ipl'a)lld ~ 70.75"'F ' DIll bien! and .ubstallO tlImpcr..vt in a two indl '... ~f.-\l!!!lU,Q?<?g'!.l!-___~>_........,.-,._"~,_ , . _ .~_ ... :", :-~, .,'- ~::'::;-:~::'~';:~~'~'~'~';'::?';~~~~~':::;::~'..:~':'.:~::~~~~E-;;-:~:~~~~~::~;;~;;~~;: ~~~::~~:~~~;f:~:;'--":~~!~~~~::: 7::, Descriptio. Em.pr!yEM217 pol)iWeln.... chcmIl:8l tbllll1 syo'leIIl i. 8 two componQ1t liY'tol1l designed li:>r spnl,)' application. to pr<>duce a rigId polyurecMllt faom wilb _ nomlnal ovcnIJ den'l"ty of 1,7 p:lI!Ild per cubic /bat. Ell)spray 80DA is a polymOl'lc isoD)lAnate containing rtactive iSOoyaMte groupa E!IIllpnlyBM217 is. oombinnllCIJ nf'polYols, COltalytic llg'llll, sw/llotlll1l., blowtQg IgOIlI ]41C Typical Handling Cllaracter15tic:s Visco&lly@ 7S'F 1901255 Mixing lUotio by V ol1Dlle 1001100 Spny Reactiviry, Tack FNe, See', EM217 S . ...,:, ...... ~~-............ ...,., -......--....-.. Typl~AlI Physil:al Prop,erdes Density, Ibs.!cu.ft. ff.7'} ASTM: 0-] 622 Cqmprt8siveSlI'en~ AS1M' 0-16:21 Parnllel 22 @ 10% Perpend.icuJar 18 @ 10% Tensile Strength ASTM - D-1623 Parallel 42psi Shw Strength AS1M C -273 . PMpl!llldioular 3 Spsi ,Thermal Conductlvity, BTUIhr.ASTM C-S J g X Factor @ 77*F, INITIAL .137 AGED ,150 Dimensional Stabiliry ASTM [1-2126 % "olume ohanBe 2 days at-20~ dry <I Watitr vapor Petllleaitllity l.~ ASTM C-35S Open Cell COlltOlJ1 <2% AST'M D-2856 Air Le&lcage , .002cfuJlft ASTM E-2,83-9 j llM21' AiB @2,25 INCHES ACHIEVES .88 PERM INCH . Typieill Combustibility Propelltles Normal'ThJ4kne.ss (4" Test) ASTM E-S4 Flame Spread 25' SrnolcD Density 4 I 0 <TIllS DATA Rl!l'LllCT' TIIS P>lI<I'OlQ,JANCB Of 11l". P(W.lS l'Iy AlABOIlATO~1' SCALElllJRNlNCl un, AND nmllESULTS AIUlllOT 'TO lit CClNSIOIlRBD OR l,JSllC AS A.PlI\.B MllriR. HAZARD C1..ASSlI'lCATIc>>l AND .\RE NOt lNTllNDBO 'I'D RmJ!Cf I-l<\ZAAD nJlS/lNttD THIS '011. ANY orW MA'TERrALS UNDBl ACTUAl. FIRE c~mON5. ......""..... ",.,....,,,,. . ,~ . ".. 01/19/2005 11:34 6516311500 _ " ,,,, ...",,,, j V'"'. I ~ r.l'\^ ROSEWOOD PORTFOLIO PAGE 02 IaJ 003/004 . FROM : I N,;ULAT I ONSUPPLl ES PHONE NO. 612 931 0869 Jan. 12 2005 10:43AM P2 '~ fNSULATION SUPPLIES \415 -8 5'11{ S!l'8(1t South Hop\:Jns, MN 55343 (952) 93.2-!!OOO EMSPRA Y EM 21' POLYURETHANE SPRAY FOAM SYSTEM DesCription EIp,pray EM2J7 pol)'W'ethane ahemical tblllll sy.~rn Is. two component iiY"1_ designed n.,- 'pray applil;lltians to produce a riGid p&Iylltllthallelbom with . nomlnll ov....u denaity of ),7. pouIld pr::r cubic Ibat. 'I)'pical Physic;aJ Propl:rties Density,lbsJcu.ft. rr.;') ASTM 0-1622 Cqm~esslv=, SlJengtrf-" ASTM :)-1621 Patllllel 22 @ ) 0% Perpendlculor 18 @ 10% Tallllle Strengtb ASTM-I).1623 P~lel '42psi Shear Strength AS1M C -273 , PerpllldicuJar 3~p&i Tbermal Conductivity, BTUiIlr,ASThI C-S18 'K. Factor@ 77*F.lNITIAL .J3'] AGED .150 Dlmellllional31ability ASTM n-2126 % volllDle change :2 days at -20*F dry <I Wa. 'VllJlor PetlI\eabiJity lA ASTM C-35S Open Cell ContelJt ~% ASTM 0-2856 .A.ir Leakage . .002cfuJ/ft ASTM B,2,83-9 i !M217. AID @2.25 INCHES ACHIEVES .88 PERM INCH ' Typical Combustibility h(lpelrties Normal1hJeknoss (4" Test) ASTM E-84 , \"]lIIIIe Spread 25* Smoke Density 410 EIIIIJl'IIY 800A is . polyml!l!'!c 1_)'lftQ!e OOI1lainil'.lll reactive iJOeyanate ~ '---" Emspray F.M2I7. in oomblnatioo ofpolYols, eatalytle 1IR'll1s, surfa<:Wll, blowing Ij\eIlI 141C Typical Handling Characteristics V..oooIty @ 75*" 190/255 Mlxlng lblic by V<>lllllle 100/100 SprlIy Reaatlvk)', Tack Fre.. S~'a EM217 5 '--./ The foam"s r ....t'-~as wore detennlnaf on tIIl11plos 1pfI.)'Id lhrougb I <lwlm.. ij.1I unit III 800 p'lI wilb . Jl'eheated temp4ll'l!Ure lit 120"F me a hOle t"",peralUr1l of IIS"F. The.)'Sl<ola "'., "prayed 01 :7O,75"'F ' 8IIlbl<<ll and subJtII\o:l tempor&lUre 1.0. a two iDch , . .' . .P.'!!!~_\o\lll1g,!,Q?.C?l!~.~"",.._~._.___'.n_' "".,... ,.~ ~:i~ ~.:'=:;:;: ~.. :';;', ~ :~'~~~~":":';;-~,~:;:,,~.:; ,~.:::.:~~.~.:::.:::.--: ~~,~~':=~=--;=::'~r:::.;::.~~~.. .::::::E;..:~~;;7;:;:~, ~'~" ~ ..~' ~iola .:::,~~~~::~~~~;:::;~:.:::~'. - "IHlSDATA Rml.JlCT' TII!i PIOIl.POIU>IAnCllOnEBSS POAIillI IrV ALABOJlATORY SCALElllllV-llNO TEIT.1\ND 'l1f;llRESULTS AlUI!lOT '1'0 lIE G~,..w...Jll) Oil \J&BO AS /.PillS lolIirlllt HAUIIDCJ.ASSlFlCATJON ANlMl\E NO'tJNTl!NDBl) ro ItEFI.ECr HAZARD PRESllNTID TillS '011 ANY 0tIlElt MATERIALS UNDBR ACTUAL FIRE OONIlmONS. , ':,~:::;-:!':J. ".-."" 01/18/2005 15:37 5515311500 ROSEWOOD PORTFOLIO PAGE 03 I4l 002/004 FROM : I NE;ULRT I ONSUPPL I ES PHONE NO. 612 931 0869 Jon. 12 2005 10:43AM P3 JS Reper' I~o.: 178324-1 Dlte: I~UI!Ust :ZO, 2003 PREl'ARATION AND CONDITIONING: The sample material WI! submltt~d In three piece., 24" wide by ;6' long, ~onformlng to tost ohember aim.nolons, The 'sample IN" supported during t..flns by 2' '.'n,sen.1 m..h ~cultry nettIng runn(n~ tha lS<'1ijth of the l".t ehambar and J4 "round,ne,.J reds pieced et :we foot Intervals eercss t~e width 01 the <:a", eMrnbor. ~rio' to Bstlng, the sp..,lmen wU ,.Iaoed In the o!lndi!ionln~ roolTl Imalntoined et 73.4 :t 5' F .~d . ..I.'~e huml;l'lty of ;;0 :l: ~) and ~Ilowed t" rea'oh moisture equilibrium. su~ IMARY OF ASTM E84 AESULTIiI: SeC.UI. of tho ~onlbl. vcrlatloMll in reprcduoltilrty, the resul!s ere sdiu !11ed 10 ~he nearest ilgur. dlv'sibJ~, by 6. SAIII'1..E ~ TIF1!:ATION FUME S PR!:P.D :0. , " SMOKE DJiiNSITY 410 1.5/2.0 Spr.,.d Ure-than. roar, Pe".I., 4" 1hlok l.!lt j /0. 306-0748 In onl.r to obraln tne PI,me Spr..d Clanifi,,_tion, the abov~ resulu .hould be compe"d UI the follcwine ~~ ' ' - - .!.!.!I.W. CLASS I II III ]'L,e.II4E ally . 0 thrdug" 25 is through 711 76 through 200 bllli ...eLA!!! 0, 3 .,. ! llU1LtlNG CPClES clTliO: , 1. Nlli1onl' Fire /"rl)tlct;on'A.sociatfon"AN!lI/NFPA No. '01" ""If. SafeTY Code", '.ge~ !dl1;io~, 2, Un/Form sundlng Cod., 1994 Edition, C~.p'ter 8, II'\90rlor Flnlll1es;, SaotlDna 80'-&107, :#i:;::::~::~~ . ::::;"":~:::"'~::C'::"",:::::~.:;;.;.g::7::*;~~i~:::'~:~:::::2~~~!:"i;:~~7;:i:::f: .:",'."::::::.=.: ~:",-::::'~c::::r:,:;':::!~,~,,:\'::=~~: , 8,4 D lOble reinforcement, Plaster protection more than I h(25 nm) in thickness shall be reinforced with an additional yer of 'pproved lath embedded at least 0,75 inch (19,1 mOl) . m the outer surface and fixed securely in place. IIxee .tion: Solid plaster partitions or where otherwise de- teoni led by fire tests, 18.5 Piaster allernatives for concrete, In reinforced con- te cor struction, gypsum plaster or ponland cement plaster is .. 'lie Ito be substituted for 0.5 inch (12,7 mm) of the re- ~ired f )ured concrete protection, except that a minimum 'clmes., of 0.375 inch (9,5 mm) of poured concrete shall be fOvided in reinforced concrete floors and I inch (25 mm) in re- arced ~oncrete columns in addition to the plaster finish. The ncrete base shall be prepared in accordance with Section 10,7, SECTION 719 THER~ IAL- AND SOUND-INSULATING MATERIALS 719,1 Gl neral. Insulating materials, including facings such as vapor rel lfders and vapor-permeable membranes, similar cov- erings. 3J d all layers of single and multilayer reflective foil in- sulations shall comply with the requirements of this section, Where a flame spread index or a smoke-developed index is specified in this section, such index shall be determined in ac- cordance with ASTM E 84. Any material that is subject to an increase n flame spread index or smoke-developed index be- yond the Ilimits herein established through the effects of age, moisture, or other atmospheric conditions shall not be permit- , led, Exce~ lions: I. 'iberboard insulation shall comply with Chapter 23, 2, 'oam plastic insulation shall comply with Chapter 26, 3, Duct and pipe insulation and duct and pipe coverings "nd linings in plenums shall comply with the Interna. , ional Mechanical Code, 719,2 C. ncealed installation, Insulating materials, where conceale, as installed in buildings of any type of construction, shall hav, a flame spread index of not more than 25 and a smoke-d, veloped index of not more than 450. Excep lion: Cellulose loose-fill insulation that is not spray appliellt, complying with the requirements of Section 719,6, shall 0 lly be required to meet the smoke-developed index of not m, re than 450. 719.2, I Facings. Where such materials are installed in con- cealed spaces in buildings of Type III, IV or V construction, the fla ne spread and smoke-developed limitations do not apply t ) facings, coverings, and layers of reflective foil insu- lation :hat are installed behind and in substantial contact with tl e unexposed surface of the ceiling, wall or 1100r fin- ish, 719,3 Ex losed installation, Insulating materials, where ex- posed as i 1Stalled in buildings of any type of construction, shall 2003INTE ~NATIONAL BUILDiNG CODE4l> FIRE.RESiSTANCE-RATED CONSTRUCTiON have a flame spread index of not more than 25 and a smoke-de- veloped index of not more than 450. Exception: Cellulose loose-fill insulation that is not spray applied complying with the requirements of Section 719.6 shall only be required to meet the smoke-developed index of not more than 450, 7t9,3.1 Allie floors. Exposed insulation materials installed on attic floors shall have a critical radiant flux of not less than 0.12 watt per square centimeter when tested in accor- dance with ASTM E 970. 719,4 Loose-fill insulation, Loose-fill insulation materials that cannot be mounted in the ASTM E 84 apparatus without a screen or anificial suppons shall comply with the flame spread and smoke-developed limits of Sections 719,2 and 719.3 when tested in accordance with CAN/ULC S 102,2, Exception: Cellulose loose-fill insulation shall not be re- quired to comply with this test method, provided such insu- lation complies with the requirements of Section 719,6, 719,5 Roof insulation, The use of combustible roof insulation not complying with Sections 719,2 and 719.3 shall be permit- ted in any type of construction provided it is covered with ap- proved roof coverings directly applied thereto. 719,6 Cellulose loose.fill insulation. Cellulose loose-fill insu- lation shall comply with CPSC 16 CPR, Pan 1209 and CPSC 16 CPR, Pan 1404, Each package of such insulating material shall be clearly labeled in accordance with CPSC 16 CPR, Pan 1209 and CPSC 16 CPR, Pan 1404, 719.7 Insulation and covering on pipe and tubing. Insulation and covering on pipe and tubing shall have a flame spread index of not more than 25 and a smoke-developed index of not more than 450, SECTION 720 PRESCRIPTIVE FIRE RESISTANCE 720.1 General. The provisions of this section contain prescrip- tive details of fire-resistance-rated building elements. The ma- terials of construction listed in Tables 720,1(1), 720,1(2), and 720,1 (3) shall be assumed to have the fire-resistance ratings prescribed therein, Where materials that change the capacity for heat dissipation are incorporated into a fire-resistance-rated assembly, fire test results or other substantiating data shall l1e made available to the building official to show that the required fire-resistance-rating time period is not reduced. 720.1.1 Thickness of protective coverings, The thickness of fire-resistant materials required for protection of struc- tural members shall be not less than set forth in Table 720,1 (I), except as modified in this section. The figures shown shall be the net thickness of the protecting materials and shall not include any hollow space in back of the protec- tion. 720,1.2 Unit masonry protection, Where required, metal ties shall be embedded in transverse joints of unit masonry for protection of steel columns, Such ties shall be as set fonh in Table 720,1 (I) or be equivalent thereto, I r 109 Protecting, maintaining and improving the health of aU Minnesotans 'rni r" !e: I' i,' .~' . 1111 LS '".1 !,' I n II , . I-:J ,jl) lJu NOV 2 9 2004 J ,i J November 22, 2004 8v_ Ne. Horizon Daycare Company 16(55 36th Avenue North Pl)mouth, Minnesota 55446 Gertlemen/Ladies: Sutject: Food and Beverage Equipment at New Horizon Daycare, Prior Lake, Scott County, Minnesota. Plan No. 050657 We are enclosing a copy of our report covering an examination of plans and spE.cifications on the above-designated project. The plans and specifications apl,ear to be in general compl iance with the standards of this department. P1E,ase 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, Th's review does not pertain to the Engineering design (i,e., plumbing. sWimming pools, service connections, sewage systems). A separate report re' lardi ng the Engi neeri ng Revi ew wi 11 be sent. Tell working days prior to completion of the project. please contact Mr. Steven Diaz with our Metro district office at 651/643-2167 in order to arrange for a final on-site inspection, If you have any questions in regard to the information contained in this relort. please contact me at 651/643-3451. Sincerely, ~~~ Charlotte Morgan Public Health Sanitarian, Plan Review Environmental Health Services P.O. Box 64975 St. Paul, Minnesota 55164-0975 C~ M : j 1 r Er closure cc: Mr. Al Frechette, Zoning Administrator Mr. Robert Hutchins. Plumbing Inspector Mr. Steven Diaz. Minnesota Department of Health General Infon lOrion, (651) 215.5800 . TDD/TYY, (651) 215-8980 . Minnesora Relay Service, (800) 627-3529 · www.healrh.srare.mn.us For directions to any of the MDH locations, call (651) 215~5800 · An equal opportunity employer ---~---~._.,._----------~.-_...--_._.~-- MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health REPORT ON PLANS flans and specifications an food and beverage equipment: New Horizon Daycare. Flan No, 050657 Locati on: Fountai n Hi 11 s Dri ve, Pri or Lake, Scott County. Mi nnesota OJte Examined: November 22. 2004 Date Received: October 26, 2004 August 16, 2004 SJbmitted by: Century Plumbing. Inc., 444 Maple Street, Mahtomedi. Minnesota 5,115 01 mershi p: M nnesota New Hori zon Daycare Company, 16355 36th Avenue North. Plymouth. 55446 T~e follOWing are corrections or requests for additional information necessary bEfore construction of your project: I. Food and Beverage service equipment must meet the applicable standards of NSF International. Evaluation to these standards by ETL and UL are also approved. The proper sticker must be displayed. <, Primary food preparation surfaces (tables/counters) must be of stainless steel construction in compliance with Standard No, 2 of NSF International. All counters shall be on 6-inch stainless steel legs meeting NSF standards, or on a solid masonry base. 3, Provide an NSF approved ventilation hood over cooking equipment which will capture and eliminate moisture, vapors, smoke, fumes and grease laden vapors, The wire mesh filter specified in the exhaust hood is not permitted, Commercial hood ventilation systems shall comply with the 2004 Minnesota Mechanical Cod, which adopts NFPA 96-2001, the 2000 International Mechanical Code and the 2000 International Fuel Gas Code with amendments. Ventilation hoods must overhang the cooking line by at least six inches on both ends, If the establishment uses laundry dryers, provide adequate ventilation to vent the dryers to the outside. N€ w Hori zon Dayca re Feod and Beverage Equipment Plan No, 050657 -2- November 22, 2004 ,. Wall surfaces in food preparation, dishwashing and storage areas shall be smooth, light colored, easily cleanable and nonabsorbent to the highest level of splash or spray. Stainless steel or equivalent materials should be installed behind the cooking line. 5. Ceilings in food preparation, dishwashing, food storage areas, and bar areas shall be smooth, nonabsorbent, light colored, easily cleanable, and must not be perforated, fissured or textured. Including in restrooms. 6 All equipment must be installed on NSF approved legs or castors, be easily movable and have sufficient space surrounding the unit to be cleaned. Including dish machine. 7, Provide each handwashing sink with soap, a nail brush and hand drying device or single service towels, Apl )roved: C>~~t-- Ch'Lrlotte Morgan Public Health Sanitarian, Plan Review Em'ironmental Health Services P.C', Box 64975 St, Paul, Minnesota 55164-0975 (jt\1 MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health REPORT ON PLANS Plans an I specifications on plumbing: New Horizon Daycare, Fountain Hills Drive, Prior Lake, Scott County, Minnesc la, Plan No, 050657 OWNEF SHIP: New Horizon Daycare Company, 16355 36th Avenue North, Plymouth, Minnesota 55446 SUBM['TER(S): Century Plumbing, Inc., 444 Maple Street, Mahtomedi, Minnesota 55115 Plans Dl ted: August 9, 2004 Date Re, :eived: October 5,2004, August 16,2004 Date Re liewed: October 7, 2004 SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the Minnesc ta Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which this plur Ibing system is connected. The review is based upon the supposition that the data on which the design is based ar: correct, and that necessary legal authority has been obtained to construct the project. The responsi Jility for the design of structural features and the efficiency of equipment must be taken by the project designel Approval is contingent upon satisfactory disposition of any requirements included in this report, Special, :are 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 retai led at the project location for future reference. . :1 . . . . INSPEC nONS: All plumbing installations must be tested and inspected in accordance with the requirements of the Miru lesota 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 tiI le of the roughing-in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code. A mano neter 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 Departn ,ent of Health when an installation for a state contract job, licensed facility, or project in an area where there is 10 local administrative authority is ready for an inspection and test. To schedule inspections, contact the state ph mbing standards representative for your region, or call the metro office inspection hotline at 1-800-926- 6216 (730 a,m, to 9 a.m,), or 651/215-0836 (8 a.m. to 9 a.m.) on Monday, Wednesday or Friday. REQUlREMENT(S): I, As ;uming a maximum developed length of pipe of 100 feet and a building water pressure at the meter bet ween 46 and 60 psi, and using Minnesota Rules, part 4715.3800: a, The cold water supply line serving Room Nos, 117 and 119 must be at least 1 inch in size. b, The cold water supply line serving Room No. 109 and the exterior drinking fountain and hose bibb must be at least I inch in size. c, A water distribution branch serving two tank-type water closets must be at least 3/4-inch in size. 2. Dc uble wyes may not be used for drainage fittings in the horizontal position (see Minnesota Rules, pal t 4715,2420, subpart 3), Proper pipe slope cannot be maintained on both of the offset branches. 3, Ch anges in direction in drainage piping must be made by appropriate use of wyes and bends. Sanitary tees arc not allowed where the direction of flow changes from either vertical to horizontal or horizontal to ho\zontal (see Minnesota Rules, part 4715,2410), New H lrizon Daycare Plumbi 19 Plan N(" 050657 Page 2 Octobe] 7, 2004 4, Fa Icets equipped with threaded hose connections must be provided with approved backflow preventers, Th is shall include the mop sink faucet. 5. Ve 1t pipes shall be at least 2 inches in diameter through the roof and must terminate not less than 12 inches ab lYe the roof (see Minnesota Rules, part 4715,2530, subpart I and subpart 2), The plans show a I liz-inch ve; It serving a single lavatory (F-4) extending through the roof, 6, Eq lipment used for heating water or storing hot water shall be protected by approved safety devices in ac( ordance with Minnesota Rules, part 4715.2210 and part 4715,2230. 7, pve plastic pipe used for the drain, waste, and vent system shall comply with ASTM Standard D 2665, D: :949 or F 891 (see Minnesota Rules, part 4715.0570 through part 4715,0600), Plastic pipe must be ins :alled in accordance with Minnesota Rules, part 4715,0580(F) and part 4715,0600. Above-grade hOl,izontal runs of plastic waste and vent pipe cannot exceed 35 feet in total length, Above-grade vertical sta, oks constructed of plastic pipe may exceed 35 feet in total height only if an approved expansion joint is us,d, 8, Tho: pve plastic pipe material to be used for the building sewer must meet one of the following AS rM Standards: D3034, F789, D2665, or F891, The installation must comply with ASTM Sta 1dard D2321 (see Minnesota Rules, part 4715,0530). 9. Th, building sewer must be installed with a uniform slope of at least Va-inch per foot (see Minnesota Rules, par 4715,2400). 10. Higlh-density polyethylene (HDPE) pipe is approved for site storm drainage in 12-inch to 60-inch sizes only, Th, pipe must comply with AASHTO M294 or AASHTO MP7 with ASTM D3212 fittings (see Minnesota Rul ~s, part 4715,0540). The installation must comply with ASTM Standard D2321, Water-tight joints must be 'lsed. II, Th, plans and specifications were prepared by a licensed master plumber, The plumber who has prepared the plans is the only one that can use the plans for construction, If another plumber is contracted to install the jllumbing, they must submit their own plans and specifications for the project. NOTE(~ ): I, The scope of this project consists of the construction of a new building. The plumbing installation includes wat :r closets, lavatories, a prep sink, a dishwasher, a hand sink, a mop sink, exterior drinking fountains, an inte :ior drinking fountain, counter sinks, floor drains, roof drains, and hose bibbs, The grease interceptor sho ~n on the plans has been eliminated from the project. 2, Thi; facility will be served by new municipal water and sewer service connections. 3, The submitted information indicates that the traps for the exterior drinking fountains will be removed and the ~ater is to be shut off for winterization, ^---_._._--_._._,._---_.._._.~---~----- New t ,orizon Daycare Plumb mg Plan r- 0, 050657 Page: Octol> :r 7, 2004 Autho ization 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 re :ommendations or requirements for change will not be made at some later time when changed conditions, additi, mal information, or advanced knowledge make improvements necessary. ' A,Rfrc ved: ,( llb((:'~r L Colle, n A. Erickson Public Health Engineer Envirl mmental Health Services Section P.O. E ox 64975 St. Pa 11, Minnesota 55164-0975 651/215-0839 CAE: :as / cc: (:entury Plumbing, Inc. ' r lew Horizon Daycare Company r if. Robert Hutchins, Plumbing Inspector IHS Hie Q;.\~ CENTURY PLUMBING INC 444 MAPLE STREET MAHTOMEDI, MN 55115 TELEPHONE: 651-653-9390 FAX: 651-426-2264 LETTER OF TRANSMITTAL TO: C :ity of Prior Lake 1[6200 Eagle Creek Ave S.E. Prior Lake, MN 55372-1714 DATE: 10-18-114 ATTN: Plumbing Permits RE: New Horizons 4400 Fountain Hills Drive Prior Lake, MN 55372-1714 We ar I sending you: _Fixture Submittals X Plans _other COPII,S 1 2 DATE DESCRIPTION MN State Health Dent. Letter 2 Sheets Plumbino Drawinos 8-9-114 These are transmitted as indicated below: ..lL FI Ir Approval -LFor Your Use _As Requested -LFor Review and Comment REMA RKS: New construction of a Daycare center in Prior Lake consisting of (14) classroom sinks, (10) la\~.:. .:"'" (13) floor drains, (11) tank type toilets, (3) drinking fountains, (1) mop sink, (2) kitchen sinks, (1) Co nmercial dishwasher and 6 roof drains. MI:H Plan No. 050657 1. Plu nbing system will be installed per MN Plumbing Code. 2. Plu nbing to conform to ADA requirements 3. Wa;te and vent to be PVC Sch 40 with PVC solvent weld joints & purple primer and cement per MN Code. 4. Toists 1.6 gpf, elongated bowls, open front seat. Faucets with lever handles and trap/supply wraps 5 COj'per water pipe with lead free solder. 6 Thl plumbing system will be tested and inspected per MN Code. If you I lave any questions or need to make any changes feel free to call me at 612-590-8336 (cellular) or 651- 653-9290 (Office)/! SIGNeD: (~~./~ ~ames Blasena. Master Plumber No. 003755 PM Bl/IB/2BB5 11:31 5512B313B7 CENTURY, PLUMBH.IG PAGE Bl FAX LEITt.R Century Plumbing Inc 1324 Helmo Ave N Oakdale, Minnesota 55128 Phone: (651) 653-9390 Fax: (651) 203-1307 To: City oEPrior Lake, MN From: C011tury Plumbing l~c Fax: 952-447-4245 Pages; 5 Phone: 952-447-9851 Date: 1-10-05 Re: New Horizon Day Care Attn: Bob Mulehllls 4400 Foun.L~in Hills Drive Prior Lake, MN Comment!l: I. See attached revisioo of the irrigation and domestic meter drawings for New Horizons as requosled. 2. The renewal information for Century Plumbing was mailed to Prior Lake on 1-7-05. Since it may not have arrived yet at your offiee, I am attaching copies oflhe information submitted. 3. Please note thaI 12-13-04 our addrell8 for the business changed to 1324 Helmo Ave N Oakd&e,~ 55128 4. Please send the pmnit to our new address wh"" it is issued. If you have any questions call me al65 J ~53-9390. Sincerely, ~~ Jeanne Blasen. fV~ r-pe.t ~ 81/8/e~ r~ ro D~ ~ ~~- /o5~<U0"lt) (;,90"'_ ~3- ! 2orQOCJO Ii 11 'I I I I I &--v 0 p.9J.n ci- SCf4s.z.s- 'l!!-......: :':r~ 8.:0 + 4-,<.ZPo ~~eo Go 74S. z.~ . ..... {PSi.:. p""""",, !JVt,Sr-A 1~94.41 .. , . .. . . 11/ I s~ ~ 540.- ~-.,ooo)<,oo~ S.Ac~ BSOP4-f( /3519.:: ~ S8c::>, - I I I II j I I , I 111~"" 12C>d>- s.J....... . . . '"2C><D. - /.cJ. T - I I I j i (;;. u.J(~ ~J.' 7 P/4PVtlJl' A 1.0. c.. /f7II- 4wSr.Al~ 6ft) f25i, ~ TtIM' B,JJ , 41 c:t::>. -c,P~ ~A.c. tip ~4.C.. ~'~Ar~ tI~ &t:;rJ D~,..t6.. /'2.fhl/irs )(4\ eo 41, z..co ~~.. "or .~(e:, ~ ijl ~ ;V'~ ~1-~N P{..(/MiJ;/I/~ R'6<V/~ w/~ I LA-",-,,# IUI~ . /bz..,., to'- ~.o. /" L. I~~. r4~ f;t.--, F~ ~tE::..~ ("~. {f"~~ tMr .a....~1'1=c. '1./"'; IS G(~,,- ~ ~~? ~Jl'c> r;~ . Ilj , (/Gt Gr6-0 . ~1Z#5 . r~.5~ TltC I<;,./N' L~.s - A-s.>i/l:T- ~ ~ 6~D6" . L.l!-r::r M,?sS' 1/ J), <1 -J/V) 1!{4S~. ,~# tI6 u..-ru- Sc^1O 11/6:..-- ~e:. ON /Jf~ ~ ~ &r . 5Pt<!-tNIC.,--~ tZStS/C.. ~ o~ tV~. df;i-/ZSf0 S/2-~ - ~ 2 ",." 14" b~~rrc:.- ~;r /I~/o.r .;~;J~ ~-/~r;JA:>'~ e"," /!~ft.s ~ /V6 'oVt t-- 6.sr ~(;. ~d . . DEC-10-2004 14:21 ULTEIG MPLS 7635711168 P.01 Get lhe job done right 520~ E. River Rd. #308 Mil ll1eapolis, MN 55421 Ph: 763-571-2500 Fa~: 763-571-1168 Fax FlU: 651-631-1500 Phone: 651-631-1300 Date: Jason Hanlon 2:10pm 12(10(04 To: Don Jensen From: CO] npany: Rosewood Time: Pages: 2 :(Including Cover Sheet) Pro ed No: 204.822 Sul iect: New Horizon Day Care Center, Prior Lake, MN o Urgent o For Review o Please Comment o Please Reply . C :omments:Here is the memo regarding the staple paltern noticed. The originals will follow in the mail. Please call with any questions or comments. Thanks, CC Paul, City of Prior Lake, Fax: 952-447-4245 DEC-10-2004 14:21 ULTEIG MPLS 7635711168 P.02 LJltei engineers Got I If Job _ rll/ot 520J E. Rill'e/' Road, Suite 308 Minn ,apo/is, MN 55421.1027 Phor ~; 763.571.2500 Fax, 163.571.1168 MEMORANDUM TO: Dan O'MaralDon Jensen Portfolio Design Services/Rosewood Conslroction 2340 North Lexington Avenue Roseville, MN 55113 DATE: December 10, 2004 FRC'IM: Jason 5, Hanlon, PE RE: Staple Pattern at Stucco Siding New Horizon Day Care Center, Prior Lake, MN ULTEIG ProjedNo, 204.822 Thi! memo is in regards to the staple pattern noticed on the walls during the framing inspection by t le City Building Inspections Department. This pattern applies to the walls where the stucco sid;; 19 is being applied. The following items are noted: 1. ' [he City Inspector noticed that the exterior plywood placed on the stud framing, as shown : n detail 10/55 of the Ulteig Drawings dated July 19, 2004 and revised on July 27, 2004, is 'ltlached using 1 Y.z-inch staples spaced at 3-inches on center, 2. '[he framing notes on S2 state that wall sheathing shall be nailed with ad nails at 6-inches on ,:enter at the edges and 12-inches in the field. 3. '[he City Inspector wishes to have the staple pattern verified for this construction. The staple size and spacing is structurally adequate for the areas in question. I he 'eby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional engineer und, ,r the I~e S~ ~~nesota. (' ~./\~ --r ... Ja~q S'. Hanlon DatE: i2.h/~ f Min ,esota Registra{J.ctn No. 41941 Minneapolis, MN . Detroit Lakes, MN . Fargo, NO . Bismarck, NO . Sioux Falls, SO www.u/!eig.com TOTAL P.02 -----1- Bl;B5/2~B5 17:17 55153115BB .In.~ e,I.., .:.':.II!:J""> J."f'C:.:J ULIt:Jl.:i MFLS ROSEWOOD PORTFOLIO PAGE B3 7635711168 P.02 ~Itei enlNers Gift t dr. J...... rftht 52)J E. River Road, Suite 308 Mi Im,apolls, MN 55421-1027 Ph ll1<!; 763.571.2500 Fa;: 763.~7l.1168 o Itf of Inspection: CHf!nt: Altllntion; ulbdg Project Name; U tdg Project Number: 11lIsl,ected By: Weilther; INSPECTION LOG December 21, 2004 Portfolio Design Services 2340 North Lexington Ave. Roseville, MN 55113 Dan O'Man New Horizon Day Care Prior Lake, MN 204.822 Jason 5, Hanlon Sunny,S degrees Ja jon Hanlon visited the site for a general inspection of the building. The building is to bE wnstruded as detailed in the structural drawings supplied by Ulteig Engineers sir,ned and dated July 19, 2004 and revised on July 27, 2004 and October 19, 2004. The fa lowing items are noted: 1. The steel framing supporting the roof framing is in place and in accordance with the drawings. 2. All wall and roof wood framing is in place. 3. A hold down anchor placed for a shear wall on the east wall was located on the north side of the steel column. The drawings indicate the anchor should be placed on the south side of the column. Hanlon discussed this with Don Jensen, of Rosewood Construction. Jensen stated the anchor will be pla,:ed at the correct location. 4. The LVL beams holding the walls for the raised atrium are in place. The LVL beams needed to be notched at the steel seats and only I-ply of the L VL is bearing fully on the seat. The seats placed on the column are too narrow for the triple LVL. Hanlon reviewed the notched condition of the L\!L. The LVL is supporting only wall weight above and needed to be a triple tEn LVL to control Minneapolis, MN . Detroit ~"ke$. MN . Fargo, ND . Bismarck, ND . Siou~ Fa'ls, SD www.ultelg.com B1/05/2BB5 17:17 55153115BB . . ..Jnl'l u..... ''':'r.J~''' .L"ot::..:l ULIt.Ju M~L~ ROSEWOOD PORTFOLIO PAGE B4 7635711168 P.03 In~ pection Log liflteig Project No. 204.822 (Iecembcr 21,2004 F nge 2 . deflection during construction. The bearing cnd is acceptable with only l-ply bearing on the seat. Don Jensen noticed the location of the Roof Iop Units (RTU) on the east end of the building were placed at a different location then indicated on the plans. The RIU's were not placed over the triple-ply trusses as indicated on the drawings and were only being supported by single-ply trusses. Jensen requested Hanlon review this bearing condition and provide any necessary corr(~ctive measures. Hanlon reviewed the truss shop drawings and specifications fc.r the RIU's. It was determined that the trusses constructed were designed comervatively, and the trusses in placQ ale adequate to support the RTU's and do not require any corrective measures. There is double 9 '1<" Microlam header on the south wall that is supporting a triple ply roof truss. This header is adequate to support the load from the truss above. No corrective measures are required. . . At the time of the site visit, portions of the building was tarped and heated for; placement of the exterior brick veneer. No other discrepancies were noted. 6. I. 8. I 'lease call with any questions or concerns. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I IJIII a duly Ii d professional lneer under the laws of Ihe eo Innes ~~ . .ljit'o~Hanlon Date, rI4/1I'" Mlnnesotll Regi,l,;(lIion No. 41941 TOTAL P.<I3 Bl;B5/2BB5 17:17 55153115BB ROSEWOOD PORTFOLIO PAGE 81 .~ ~ ~~!n'f..25>~. 2340 North Lexington Avenue Rosevill!!. MN 55113 (851) 631-1300 FAX (651) 631.1500 www.rosewoodoortfolio.com TRANSMITT AL ,"',' !camp any: City of Prior Lake IDate: January 5, 200b IProject: <"It, Allent on: Paul Baumgartner New Horizons Childcare Center Addre ss: 16200 Eagle Creek Ave. So. ~hone: IFax: 952-447 -4245 [81 "ax o Mail 0 Expedited o Courier [JPlease Reply WE A ~E SENDING YOU: Cop as 1 Date Description Ultieg Inspection Log, dated December 21"', 2004 (~J Pages) .~- Remar ($: HI Paul, could you please let me know If you 'have received this fax. If you hava any ques1ions please feel free to contact our office. Thank youl .,'!" ,~. Ice: ISigned: I Christopher Clements, Asst P. M. >l, Bl,'B5/2BB.?__p:)7 __ 55153115BB Ul..Il;.iU I"IIL::' ROSEWOOD PORTFOLIO PAGE 02 7635711168 P.01 GI t 1f1e job done right JAN 0 It 2005 RECEIVED 52101 E. River Rd. #308 Minneapolis, MN 55421 Ph '763.571-2500 Fc x: 763-571-1168 l~ax Date: Jason Hanlon 2:10pm 1/4/04 Tel; Chris Clements From: G IDlpany: Rosewood F,x: 651-631-1500 Plrtone: 651-631-1300 Time: Pages: 3 :(Including Cover Sheet) PI opn No: 204.822 01:..:"_;' New Horizon Day Care Center, Prior Lake, MN C Urgent o For Review o Please Comment o Please Reply . Comments:Here is the inspection log for New Horizon Prior Lake. A hard copy will be mailed to Dan. Please tell him to discard the first one he gets, since it does not address the header supporting the triple ply truss. Please call with any questions or comments. Thanks, --.----..--------.-.--.--...-----..-----."----.. CONSULTANTS D AMERICAN . GEOTECHNICAL " E . MATERIALS · NGINEERING . ENVIRONMENTAL TESTING, IN C, . RT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS _ ASTM:C39 PROJECl : NEW HOF lZON CHILDCARE 4400 FOUl IT AIN HILLS DRlVE NORTHEAST PRIOR LA ~E, MN REPORTED TO: ROSEWOOD CONSTRUCTION SERVICES 2340 NORTH LEXINGTON A VENUE ROSEVlLLE, MN 55113 ATTN: BILL BARTOLlC CC: CITY OF PRIOR LAKE AET JOB I/O: 20-04687 DATE: 1\ Dvember 1, 2004 Placement Information: Set No: Date Ca, t: Cast By: Date Rei eived in Laboratory: 500 I A - C 10/21/2004 Contractor 10/22/2004 Concrete Supplied By: Mix No: Truck No: Placement Method: Plastic Prcoerties: (ASTM:CI43, ASTM:C23I, ASTM:C1064) Slump,il: PI3cement!Location: Cvlinder No. Cvlinder nformation Height .in.): Diamet or (in.): Cross-s :ctional area (sq. in.): Cylind(, conditionlpreparalion: Curin~ II ~formation Test dl tel Days c n site: Days ii, curing: Age at testing(days): Test Info 'mation Load a t Failure (lbs.): Stren~ al Failure (PSI): Sped ed Strength (PSI at 28 Days): Type fFailure: Air Content, 0/0: Concrete Temp, F": 5001 A 5001 B 5001 C 12.00 6.00 28.27 12.00 6.00 28.27 12.00 6.00 28.27 10/28/2004 I 6 7 11/18/2004 I 27 28 Lab Hold I 91,110 3,220 Cone Conforma n The 7-day result is reported for informational use only. Reported I i\ ~, t~, John J. Hal pI, Materials Elgin RF This document shall not be reproduced, except in full, without written approval of American Engineering Testing, Inc. 550 Cleveland Avenue North. 51. Paul, MN 55114 . 651-659-9001 . Fax 651-659-1379 Duluth. Mankato . Marshall. Rochester. Wausau . Rapid City. Pierre. Sioux Falls AN AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER CONSULTANTS . GEOTECHNICAL . MATERIALS ENGINEERING . ENVIRONMENTAL I~~\.N~b~hrnSSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS _ ASTM:C3~ PRO CT: NEW -10RIZON CHILDCARE 4400 I OUNTAIN HILLS DRIVE NORTHEAST PRIOI. LAKE, MN AET J OB NO: 20-04687 DATE November 19, 2004 Placen ent Information: Setro: Date Cast: Casl[By: Date Received in Laboratory: 5001 A-C 1012l/2004 Contraclor 10/22/2004 Plastic ProDerties: (ASTM:CI43, ASTM:C23I, ASTM:CI064) Slum ~, in: Placem ~nt Location: Air Content, %: Cvlintler No. 5001 A Cvlinller Information Heil)lt (in.): Di", leter (in.): Cm, s-sectional area (sq. In.): Cyll lder conditlonlpreparalion: Curio' Information Tes : date: Da) s on site: Da) s in curing: Ag, attesting(days): Test II .formation Lo,:l at Failure (Ibs.): StT( ngth at Failure (PSI): Spe :ified Strength (PSI at 28 Days): TYJ:' of Failure: Con for nance: _ The 28-day result is reported for Infonnational use only. Reporte j By: ~ lY John J. Iaupt, PE Material. Engine 12.00 6.00 28.27 REPORTED TO: ROSEWOOD CONSTRUCTION SERVICES 2340 NORTH LEXINGTON A VENUE ROSEVILLE, MN 55113 ATTN: BILL BARTOLlC CC: CITY OF PRIOR LAKE Concrete Supplied By: Mix No: Truck No: Placement Method: Concrete Temp, 1"': 5001 B 5001 C 12.00 6.01 28.37 12.00 6.00 28.27 I 0/28/2004 11/18/2004 Lab Hold I I I 6 27 7 28 91,110 126,360 3,220 4,450 Cone Cone RF This document shall not be reproduced, except in full, without written approval of American Engineering Testing, Inc 550 Cleveland Avenue North. Sf. Paul, MN 55114 .651-659-9001 . Fax 651-659-1379 Duluth. Mankato . Marshall. Rochester. Wausau . Rapid City. Pierre. Sioux Falls AN AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER CONSULTANTS U AMERICAN (011 'GEOTECHNICAL E . MATERIALS NGINEERING ' ENVIRONMENTAL TESTING, INC. PORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM:C39 PROJE( T: NEW H( RlZON CHlLDCARE 4400 FO! JNTAIN HILLS DRIVE NORTHEAST PRIOR 1 AXE, MN REPORTED TO: ROSEWOOD CONSTRUCTION SERVICES 2340 NORTH LEXINGTON AVENUE ROSEVILLE, MN 55113 A TTN: BILL BARTOLlC CC: CITY OF PRIOR LAKE AET JO J NO: 20-04687 DATE: November 23, 2004 Plaeeme 1t Information: SetN,: Date ( :ast: CasU y: Date I ~eceived in Laboratory: 2A-C I 0/22/2004 Todd Schwartz 10/25/2004 Concrete Supplied By: Mix No: Truck No: Placement Method: Aggregate Industries 303NI 259 Truck Discharge Plastie I ronerties, (ASTM:C143, ASTM:C231, ASTM:CI064) Slumr, in: 1.0 Air Content, %: 2. I Plaeem,.t Location: Column footing pads at grids B-3, D-3, E-3, G.3 Concrete Temp, FO: 68 CvIind or No. 2A 2B 2C Cvlind er Information Heig ,t (in.): 12.00 12.00 12.00 Dian ,eter (in.): 6.01 6.01 6.00 Cros ;-seclional area (sq. in.): 28.34 28.34 28.27 Cyli: Ider condilionlpreparation: Curio! ~ Information Tes date: 10/29/2004 11/1912004 Lab Hold Da) s on site: 3 3 3 Da) s in curing: 4 25 Ag, at testing(days): 7 28 Test I"formation Lo, d at Failure (Ibs.): 129,980 180,040 Str, :ngth at Failure (PSI): 4,590 6,350 Sp' cified Strength (PSI at28 Days): 3,000 3,000 3,000 Type of Failure: Cone Cone Confol mance e 28-day lest result meels the specified design strength. Report :d By: RF This document shall not be reproduced, except in full, without written approval of American Engineering Testing, Inc. 550 Cleveland Avenue North. 51. Paul, MN 55114 .651-659-9001 . Fax 651-659-1379 Duluth. Mankato . Marshall. Rochester. Wausau . Rapid City. Pierre. Sioux Falls AN AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER AMERICAN ENGINEERING TESTING, INC. REPORT OF PLASTIC CONCRETE TESTING CONSULTANTS . GEOTECHNICAL . MATERIALS . ENVIRONMENTAL PROJECl ': NEW HOF lZON CHILDCARE 4400 FOD -IT AIN HILLS DRIVE NORTHEAST PRIOR LAiKE, MN REPORTED TO: ROSEWOOD CONSTRUCTION SERVICES 2340 NORTH LEXINGTON AVENUE ROSEVILLE, MN 55113 ATTN: BILL BARTOLIC CC: CITY OF PRIOR LAKE AET JOB INO: 20-04687 DATE: ( ctober 26, 2004 Date Plac. d: Concrete ~ :upplier: Mix Numl er: 10/22/2004 Aggregate Industries 303NI Placement Method: Truck Discharge Total Yards Placed: 8.5 Weather: 550 Colwnn footing pads at grids B-3, D-3, E-3, G-3 Location: Time F laced From To Truck ASTM,CI43 ASTM,C231 ASTM,CI064 Slump, %Air Temp. Cylinder Inches Content Deg.F. Set Remarks 1.0 2.1 68 2A-C 11:00 11:30 259 Notes: Specilica ions: Slump in: 3-5 Air,%: Temp'l~o: e~O~:O ) _ ?1r~ffathD To d Scartz Engineerin ~ Technician Repor Vj ~~y: t,~ John J. gineer This document shall not be reproduced, except in full, without written approval of American Engineering Testing, Inc. 550 Cleveland Avenue North. 51. Paul, MN 55114 . 651-659-9001 . Fax 651-659-1379 Duluth. Mankato . Marshall. Rochester. Wausau . Rapid City. Pierre. Sioux Falls AN AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER CONSULTANTS I AMERICAN . GEOTECHNICAL E . MATERIALS NGINEERING . ENVIRONMENTAL TESTING INC. RT OF C6MPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS _ ASTM:C39. PROJEC' ': NEW HO] UZON CHILDCARE 4400 FOU NT AIN HILLS DRIVE NORTHEAST PRIOR LJ KE, MN REPORTED TO: ROSEWOOD CONSTRUCTION SERVICES 2340 NORTH LEXINGTON AVENUE ROSEVILLE, MN 55113 ATTN: BILL BARTOLlC CC: CITY OF PRIOR LAKE AET JOB NO: 20-04687 DATE: ) lovember J, 2004 Placemenl Information: Set No: Date C. It: Cast By . Date Re ,eived in Laboratory: 2A-C ] 0/22/2004 Todd Schwartz 10/25/2004 Concrete Supplied By: Mix No: Truck No: Placement Method: Aggregate Industries 303NI 259 Truck Discharge Plastie Pr, <nerties: (ASTM:CI43, ASTM:C231, ASTM:CI064) Slump, In: 1.0 Air Content, %: 2.] Placemenl Location: Column footing pads at grids B-3, D-3, E-3, G-3 Concrete Temp, FO: 68 Cvlinde, No. 2A 2B 2C Cvlinder Information Heightl(in.): Diamel er (in.): Cross-, ectional area (sq. in.): Cylind':r condition/preparation: ~uring 11formation Test d ,Ie: Days ( n site: Days i 1 curing: Age al testing(days): Test lore rmation Load,:t Failure (lbs.): Strenlllh at Failure (PSI): Speciffled Strength (PSI at 28 Days): Type, ,fFailure: ]2.00 6.0] 28.34 12.00 6.00 28.27 12.00 6.00 28.27 10/29/2004 3 4 7 1111 9/2004 3 25 28 Lab Hold 3 129,980 4,590 3,000 Cone 3,000 3,000 Conform, Ince: e 7-day test result meels the specified 28-day design strength. Jb~ Reported ~y: John J. Ha1lpt, P Materials I .ngine RF This document shall not be reproduced, except in full, without written approval of American Engineering Testing, Inc. 550 Cleveland Avenue North. St. Paul, MN 55114 . 651-659-9001 . Fax 651-659-1379 Duluth. Mankato . Marshall. Rochester. Wausau . Rapid City. Pierre. Sioux Falls AN AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER AMERICAN ENGINEERING TESTING, INC. REPORT OF PLASTIC CONCRETE TESTING: CONSULTANTS . GEOTECHNICAL . MATERIALS . ENVIRONMENTAL I .OJECT: NEW HORlZON CHILDCARE 4400 FOUNTAIN HILLS DRlVE NORTHEAST PRlOR LAKE, MN REPORTED TO: ROSEWOOD CONSTRUCTION SERVICES 2340 NORTH LEXINGTON AVENUE ROSEVILLE, MN 55 113 ATTN: BILLBARTOLlC CC: CITY OF PRlOR LAKE AET JOB NO: 20-04687 DATE: October 27, 2004 Date Placed: 10/20/2004 Concrele Supplier: Aggrcgate Industries Mix Number: 303NI Placement Melhod: Truck Discharge Total Yards Placed: Weather: Location: o Colurrm footing grids, A-2, A-3, H-3, H-2, Stoop Footing Grid B-1, D-I, E-1, G-I, H-2.1, A-2A, A-2.6, A-2, B-4, Wall Footings I, A to H; H, I to 4; A, I to 4; and AA to C.5 ASTM:CI43 ASTM:C231 ASTM:CI064 Time Placed Slump, %Air Temp. Cylinder From To Truck Inches Content Deg. F. Sel Remarks 9:30 I 10:00 I 133 5.0 2.1 63 IA-C Notes: Test results reported to Don Jensen with Rosewood. Specifications: Slump, in: 3-5 Air, 0/0: Temp, FO: SO - 90 Report Prepared By: --../\.L J J.~ Nick HagIn Engineering Technician jewed By: Ai t,PE i Is Engineer This document shall not be reproduced, except in full, without written approval of American Engineering Testing, Inc. 550 Cleveland Avenue North. 51. Paul, MN 55114 . 651-659-9001 . Fax 651-659-1379 Duluth. Mankato . Marshall. Rochester. Wausau . Rapid City. Pierre. Sioux Falls AN AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER - PROJE CT: NEW H ::>RIZON CHlLDCARE 4400 Fe 'UNTAIN HILLS DRIVE NORTHEAST PRIOR ~AKE, MN REPORTED TO: ROSEWOOD CONSTRUCTION SERVICES 2340 NORTH LEXINGTON A VENUE ROSEVlLLE, MN 55113 AET J( B NO: 20-04687 DATE: October 28, 2004 ATTN: BILL BARTOLlC CC: CITY OF PRIOR LAKE PlacemE nt Information: SetN. : Date C :ast: Castl:y: Datel:eceived in Laboratory: IA-C 10/20/2004 Nick Hogan 10/21/2004 Concrete Supplied By: Mix No: Truck No: Placemenl Method: Aggregate Industries 303NI 133 Truck Discharge Plastic I ronerties: (ASTM:CI43, ASTM:C23I, ASTM:CI064) Slum!>, in: 5.0 Air Content, %: 2.1 Concrete Temp, F": 63 Plaeeme It Location: Column footing grids, A~2, A-3, H-3, H-2, Stoop Footing Grid B-1, D-l, E-I, 0-1, H.2.1, A-2.4, A-2.6, A. 2, B-4, Wall Footings I, A to H; H, I to 4; A, I to 4; and AA to C.5 Cvlind. " No. IA 18 I C Cvlind, " Information Heigl It (in.): Diam ,ter (in.): Cros, .sectional area (sq. in.): Cylin jer condition/preparation: .Curin~ Information Test jate: Day~ on site: Day~ in curing: Age It testing(days): Test In 'ormation Loal at Failure (lbs.): Strer gth al Failure (PSI): Spec ified Strength (PSI at 28 Days): Typt of Failure: 12.00 6.01 28.37 12.00 6.00 28.27 12.00 6.00 28.27 I 0/27/2004 I 6 7 11/17/2004 I 27 28 Lab Hold I 78,820 2,780 3,000 Cone 3,000 3,000 Confon lance: ~cal strength/age relalionships indicate the design strength will likely be achieved althe 28-day age. Reported By: \;10J John J. H lupt, PE ~ Materials IEngineer RF This document shall not be reproduced, except in lull. without written approval of American Engineering Testing, Inc. 550 Cleveland Avenue North. 51. Paul, MN 55114 . 651-659-9001 . Fax 651-659-1379 Duluth. Mankato . Marshall. Rochester. Wausau . Rapid City. Pierre. Sioux Falls AN AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER DCT-12-2IJIJ ~ 1b: 12 :) 1,'::~.:ltr "Utl-II :":'-,Iuhh 1'__ I ._' I Ii 1'_'\ ::,}"r:I,. II MWlIIIt TecbdoQi C )mpany T'llefax No. :Wt')\Sf'l'aM1 !-tOMeS : CfS'd.- ~~b-I\70- : G().r'1~kllS(Jf\IBob B<<xWlil('l Am. c.c. N umber of pages : ';}- F'OO1 . : ~ a. 'i f-t()J\.s0l' ': 10-1'6- d{)ol.\" Date 'I ~ur ref-lNo. e ur ref./No. Subject " you have problems receiving this message, please contact us (;Jef\9V'tJM If ~ (A-~ cd fl,\', l>>~[~) Bbul Y lhi S q - I'}. (lYo.torfc111 Cowf) SeAl Jc..t 't-rw:heS . i',\, I , Mal1lrlal Tea6ng 'Non.IJ"- Testing Product Evalullllon 'Conslruc:tlon Ma\8ll8ls 662 Cromwell Avenue st. Paul, MN 55114 USA Telephone: (651) 645-3601 Telefax: (651) 659-7348 Webslte : WWW.storktclcom TELEFAX Msg. No.: 'ffi~O~C~T' 1 9ii Z"(ll 04 ~i I,ll L) By flIII181of1 rills TElEfAX canl8lns InfannaUon from Stork Twin City Tut11lll C. ,. , I, which Ie confidential. T1IIlnfonnIUon Is I.......ded only fllr Ihe .... of lhe Indlvlduel n....d on Ihls _r pe.... If you ore not the Intended NClpIenI, you e.. hefeby noUtled CIleI..., dIecIosure of, Of .... !eking of en, aclIon In .....nce on Ihe contentll oflhls 1&l.EFAXED lnfonneUon Is etrtctCr prohlblled. 'ISIllrt<l'IIIInCllyTesIinllC...... loon..,."., urllofSIOIt<Ma.. .... ..." B.V.,_ThoNohrtond.._I.._oI . IheStork_. ---.-------r--------" - ~..,-..--.~.---"--. DLT-18-20IJf lb:12 :.::.IUk:h.. ILl ~,I r-Hu L':""l b:.....3 f 2LI, I .LIL/ U, 5TdlR~~ Twin City Testing Corporation 662 Cromwell Avenue, Sl Paul, MN 55114-1nS (651) 645-3601, Fax (651) 659-7348 DENSITY TJ;J.TS OF COMPACTED FILL PROJEC1: \ }J e(\SfV'~ {\ (\ t+o Me5 PROJEC1. CITY: P r 'lor La./cp PROJECT NO.: 'DO '-!OO G REPORTED TO; 41~ -- LfICf Test Numb Br: Date Takell: 477 !OJ I g JOy. LfS-o -7 Unified Sol I Classification: ASTM:D24187-9B, D2488-00 (Proctor Sllmple Number) LeM ~"'v w""" sa"C\ ~d a I,~e. amlJel, IomUlI1 (Ci--l"'--'-i - 9 Location: ~Inr.\: Lj- Wr\' Of. I 8/oa.. 4- LA (0 Bloclc. L/-. L,r/- II. r316-~ if &rl I ~. - . Sr2I ~~~o -t'nw..I" ....s:g,,, 17"" -tNy.l" SoI.I~tJ)~ -rr-#J\/'J." ,Spr,l;tL. "'tr..".,j", Elevation c rf Test: B,,;u... Sr8tle: Below Exi'!ing Grade: FIELD DE ~SITY D~INATION; Nuclear Density Direct Transmission, AST~22~1 (-#4 Bgs;.) or (Overall Basis) Dry Dens~ V, pet. 11(3.. ( 10,5"' I \ I 1/ 0.- Moisture Content, %: Ib..1 15,'6 IgH /'bJI Plus #4 M lterial, %: (" ~ <6 I? WORA" 'ORY COMPACTION CHARACTERISIlCS OF SOIL (Proctor TAsU: Test Meth xl (ASTM:D6~r D1557-00,~ure "A" (-#4 BasisYor Proc:edure "C" (-314" Basis) Maximum Dry Density, pcf: II~-S- I II $" _ ~ II S', S- /Ie ~ Optimum Moisture Conlent, %: I Ll- ~'t J If _ Cl I Lj- ~ 'l I 'f - <6' ~'t:-' qr;7 q~7' 9~7" COMPM; nON TEST RESULTS: Compactilln, %: Specified ::ompacllon, %: Test ResL Its (Pass/Fail): en q<)" P.S'J; 97..S' Cfr... '17 " / " ..-- ~EMARK s: Density tests are valid atlhe location and elevation of the test only. No representation Is made as to the adequacy of fill and compactio~.Bt I lions afnd elevations olher than those tested. The test locations and the number of tests were selec y I .' These tests were performed b .. I, ('""'ll~ of Twin City Testing. Report code (D01-D05).J)-ll Failing lest areas (code 003) Rovlsed 0410: , TOTRL P.12I2 CONSULTANTS . GEOTECHNICAL . MATERIALS ENGINEERING . ENVIRONMENTAL J~fJlliGC~PR"<:~~Y~ ~TRENGTH OF CYLINDRICAL CONCRETE SPECIMENS _ ASTM:C39 AMERICAN CT: NEW ORlZON CHILDCARE 4400 F JUNTAIN HILLS DRlVE NORTHEAST PRlOR LAKE, MN AET JI)B NO: 20-04687 DATE: January 10, 2005 Placem ~nt Information: Set No: Date Cast: Cast 3y: Dale Il.eceived in Laboratory: 5002 A - C 12/2 9/2004 Contractor 1/3/200S rlastic )ronerties: (ASTM:CI43, ASTM:C23I, ASTM:CI064) Slump, in: Air Content, 0/0: Placemlnt Location: Cvlin~er No_ Cvlin~er Information Hei~ ,t (in.): Dianleter (in.): Cros .-sectional area (sq. in.): Cyli] der condition/preparation: Curim Information Tesl date: Day; on site: Day; in curing: Age at testing( days): Tesl In[formation Loa~ at Failure (Ibs.): Stre 19th at Failure (PSI): Spel ified Strength (PSI at 28 Days): Typ. : of Failure: Confofltance: Tt\e 9-day result is reported for informational use only. Reportell By: (. ) ~t John J. H~upt, PE (, Materials Engineer V S002 A 12.00 6.00 28.27 1/7/2005 5 4 9 117,840 4,170 Cone REPORTED TO: ROSEWOOD CONSTRUCTION SERVICES 2340 NORTH LEXINGTON A VENUE ROSEVILLE, MN 55113 ATTN: BILL BARTOLlC CC: CITY OF PRIOR LAKE Concrete Supplied By: Mix No: Truck No: Placement Method: Concrete Temp, FO: 5002 B 5002 C 12.00 6.00 28.27 12.00 6.00 28.27 1/26/200S 5 23 28 Lab Hold 5 RF This document shall not be reproduced, except in full, without writlen approval of American Engineering Testing, Inc. 550 Cleveland Avenue North. 51. Paul, MN 55114 .651-659-9001 . Fax 651-659-1379 Duluth . Mankato . Marshall. Rochester. Wausau . Rapid City. Pierre . SIOUX Falls AN AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER CONSULTANTS . GEOTECHNICAL . MATERIALS ENGINEERING . ENVIRONMENTAL dJIl&RESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS _ ASTM:C3~ CT: NEW ORIZON CHILDCARE 4400 F )UNT AIN HILLS DRIVE NORTHEAST PRIOR LAKE, MN AET JI)B NO: 20-04687 DATE: January 10, 2005 ,Placem mt Information:. SetNJ: Date ::ast: Cast Iy: Date ~eceived in Laboratory: 5003 A - C 12/30/2004 Contraclor 1/3/2005 Plastic ~rODerlies: (ASTM:CI43, ASTM:C23I. ASTM:CI064) SIUmjl, in: Air Content, 0.10: placemt ot Location: Cvlind er No. S003 A Cvlind er Information. Heig lt (in); Dian eter (in.): Cros: .-sectional area (sq. in.): Cylir der condition/preparation: Curini! Information Test date: Day: on site: Day: in curing: Age It testing(days): Test In ormation Loa! al Failure (Ibs.): Strel gth at Failure (PSI): Spec ified Strength (PSI at 28 Days): Typ, of Failure: Conforn lance: T~ 8-~ay result is reported for informational use only. Reporte<i By: \1) AJI John J. HI upl, PE t Materials Engineer 12.00 6.00 28.27 1/7/2005 4 4 8 94,880 3,360 Cone REPORTED TO: ROSEWOOD CONSTRUCTION SERVICES 2340 NORTH LEXINGTON A VENUE ROSEVILLE, MN SS 113 A TTN: BILL BARTOLlC CC: CITY OF PRIOR LAKE Concrete Supplied By: Mix No: Truck No: Placement Method: Concrete Temp, 1"': S003 B S003 C 12.00 6.00 28.27 12.00 6.00 28.27 1/27/200S 4 24 28 Lab Hold 4 RF This document shall not be reproduced, except in full, without written approval of American Engineering Testing, Inc. 550 Cleveland Avenue North. 51. Paul, MN 55114 .651-659-9001 . Fax 651-659-1379 Duluth . Mankato . Marshall . Rochester. Wausau . Rapid City. Pierre. Sioux Falls AN AFFtRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER CONSULTANTS AMERICAN . GEOTECHNICAL . MATERIALS ENGINEERING . ENVIRONMENTAL IfSJ;~~b~~ESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS _ ASTM:C39. PROJE CT: NEW H )RJZON CHILDCARE 4400 FC UNTAIN HILLS DRJVE NORTHEAST PRJOR _AKE, MN REPORTED TO: ROSEWOOD CONSTRUCTION SERVICES 2340 NORTH LEXINGTON A VENUE ROSEVILLE, MN 55113 AET JC B NO: 20-04687 DATE: November 18, 2004 fFrl~D [frrJ r~ r", [ill '"'''If""'.' "' I,,, ,r " I [~ .)' -' -" ,. 'I L~ Nav 2 9 2~04 ~ U!! By_" I -~--- --------- "----. ..---_i ----...._-....,; ATTN: BILL BARTOLIC CC: CITY OF PRJOR LAKE Placeme lit Information: SetN(: Date ( :ast: Cast I y: DateI:eceived in Laboratory: IA-C 10120/2004 Nick Hogan 10/21/2004 Concrete Supplied By: Mix No: Truck No: Placement Method: Aggregate Industries 303NI 133 Truck Discharge Plastic F ronerties: (ASTM:CI4J, ASTM:C2JI, ASTM:CI064) Slump, in: 5.0 Air Content, %: 2.1 Concrete Temp, F": 63 Placeme It Location: Column footing grids, A-2, A-3, H-3, H-2, Stoop Footing Grid B-1, D-I, E-I, G-I, H-2.I, A-2A, A-2.6, A- 2, B-4, Wall Footings I, A to H; H, 1 to 4; A, 1 to 4; and AA to C.5 Cvlind, :r No. IA IB IC Cvlindl:r Information Heigl t (in.): Diam ,ter (in.): Cra., -sectional area (sq. in.): Cylin ler condition/preparation: Curing Informatjoll Test :late: Day~ on site: Day~ in curing: Age It testing(days): Test In: ormation Loal at Failure (Ibs.): Strel gth at Failure (PSI): Spec ified Strength (PSI at 28 Days): Typr of Failure: Conlon lance: The 28-day (esl resull meets the specified design strength. 12.00 6.01 28.37 12.00 6.00 28.27 12.00 6.00 28.27 10/27/2004 1 6 7 11117/2004 I 27 28 Lab Hold I 78,820 2,780 3,000 Cone 119,620 4,230 3,000 Cone 3,000 Reportec By: \ \) U/ John J. H LOpl, PE if Materials Engineer RF This document shall not be reproduced. except in full, without written approval of American Engineering Testing, Inc. 550 Cleveland Avenue North. SI. Paul, MN 55114 .651-659-9001 . Fax 651-659-1379 Duluth. Mankato . Marshall. Rochester. Wausau . Rapid City. Pierre. Sioux Falls AN AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER AMERICAN ENGINEERING TESTING, INC. i'-~ '..::'(rl.!{C;~ .. .. ' 'r' 0 1.,/ ii," ,'C"' / "I -, I ~ IF-' I ,~, (I!!/! NOV29 ~! , 2004 a Y._,~c~:: CONSULTANTS . GEOTECHNICAL . MATERIALS . ENVIRONMENTAL '- REPORT OF EXCAVATION OBSERVATIONS AND DENSITY TESTING PIOJECT: REPORTED TO: NI:W HORIZON CHILD CARE BLDG. 44,)0 FOUNTAINHILLS DRIVE NE PRIOR LAKE, MINNESOTA ROSEWOOD CONS1RUCTION SERVICES 2340 LEXINGTON AVENUE NORTH ROSEVILLE, MN 55113 AI:T JOB NO.: 20-04687 ATTN: BILL BARTOLIC D)~TE: NOVEMBER 23,2004 - ""-,.."~,.,..~."....,.,,.,,."'" "..- CC: CITY OF PRIOR LAKE BUILDING INSPECTIONS INTRODUCTION Th s report presents the results of the soil observations and testing we performed for the ref ~renced project. Our services were conducted on a will-call basis. The scope of our work was lin ited to the following: . Dbserving the soils in the bottom of the mass excavation for the building. · prilling shallow hand auger borings in the bottom of the excavation. . Performing hand cone penetrometer probes in the bottom of the excavation. . Evaluating the suitability of the exposed soils to support the fill and anticipated building loadings. . 120nducting compaction tests in fill placed to slab sub grade elevations. . Summarizing the results of our services in a written report. Our work on this project was authorized on October 11, 2004 by Don Jensen from Rosewood Co llstruction Services. This document shall not be reproduced, except in full, without written approval of American Engineering Testing, Inc 550 Cleveland Avenue North. St. Paul, MN 55114 .651-659-9001 . Fax 651-659-1379 Duluth. Mankato . Marshall. Rochester. Wausau . Rapid City. Pierre. Sioux Falls AN AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER AET #20-04687 - Page 2 of 5 CONCLUSIONS Bas, :d on the results of our observations, hand auger borings, hand cone penetrometer probes and our review of the available information, it is our judgment the soils exposed in the bottom of the mas; excavation for the building were suitable for support of the fill and structural loadings. The results of the soil compaction tests taken during filling operations indicate that all final tests met or exceeded the minimum specified compaction level at the elevations and locations tested. The;:e conclusions are intended as a summary. Read the remainder of the report for specific info mation. DESIGN INFORMATION We mderstand or assume that the construction underway will: . Fave one above-grade level. . Fave a first floor elevation of 873.4. · Be supported by conventional spread footings designed using an allowable soil bearing pressure n) greater than 2,000 pounds per square foot (psf). . Fave bottom-of-footing elevations of 869.1 for the perimeter footings and 871.4 for the interior f~otings . · Fave approximate overall dimensions of 74' by 140'. · F .ave below-grade masomy block foundation walls supporting above-grade wood frame c )nstruction. . Fave normal tolerance to settlement. . Be constructed according to applicable building code requirements. AET #20-04687 - Page 3 of 5 De' 'iations from the above design information could necessitate altering our conclusions and rec, )mmendations. Contact us if the information stated is different from the actual project design. Bui ding location and elevation information obtained at the site, and presented in this report, was refe renced to off-set elevation and location staking placed by others. BACKGROUND INFORMATION Pre' 'iously, a subsurface exploration program was performed at the referenced site by GME Corsultants, Ltd. The results were presented in their July 30, 2004 report (GME Project No. 110 58). Refer to that report for pertinent background information and for their recommendations to p :epare the building area for structural support. EXCAVATION OBSERVATIONS We )bserved the mass excavation for the building during the period from October 11 to October 21, . W04. We were not present at the site on a full-time basis. Our services consisted of periodic visil s to the site, coordinated with the contractor, which allowed us to observe the mass excavation for t lie entire building. In addition to observing the soils exposed in the excavation, we conducted shal ow hand auger borings and hand cone penetrometer probes in the bottom of the excavation. The soils encountered were classified in general accordance with ASTM: D2488. Estimates were mad ~ of their strength properties based on their resistance to advancement of the hand auger and from the hand cone penetrometer readings. The soils were also compared to the soils described by t Ie preliminary boring logs. The soils exposed in the bottom of the mass excavation were classified as naturally deposited sane y lean clays, similar to those described in the preliminary report and the associated soil boring AET #20-04687 - Page 4 of 5 logs. The bottom of the excavation was at about elevation 8671/2 in the northeast portion of the buil iing, at about elevation 870 in the northwest portion of the building and at about elevation 869 in the south portion of the excavation. Our hand cone penetrometer readings indicated these nah ral soils should be capable of supporting unit loads of at least 2,000 psf. The observed soils wer : judged suitable for support of the fill and building loads. Sill( e portions of the excavation terminated below foundation grades, 1: 1 oversizing of the eXCi .vation bottom and subsequent fill system was recommended. Our judgments of the eXCi .vation oversizing were based on the off-set staking and elevation information provided for us in tlte field by the contractor. Based on the infonnation provided, it appeared that sufficient 1: 1 late: 'al oversizing was provided for the observed excavation. FILL COMPACTION TESTING During the period from October 12 to November 8, 2004, we conducted 17 density tests in fill plac ed at the site. The density tests were conducted on a will-call basis. The field density tests wer : compared to the laboratory Standard Proctor maximum dry density (ASTM: D698) to arrive at a percent compaction level for each test. The test results are attached. CLOSURE To Jrotect the client, the public and American Engineering Testing, Inc., this report (and all sUPforting information) is provided for the addressee's own use. No representations are made to panlies other than the addressee. AET #20-04687 - Page 5 of 5 Our services for this project have been conducted to those standards considered normal for sen ices of this type at this time and location. Other than this, no warranty, either express or imp lied, is intended. Rep Jrt Prepared By: Ami ,rican Engineering Testing, Inc. Report Reviewed By: American Engineering Testing, Inc. ~2-d ./." _);!-~--/ Curis L. Johnson Staf ' Engineer I Jt(~~ )? Ptz>if , Michael P. McCarthy, PE Principal Engineer MN License No. 16688 Att: lchments: Report of Density Tests Earthwork Quality Control Information Freezing Weather Effects on Building Construction --._._--~_._-- AMERICAN ENGINEERING TESTING, INC. CONSULTANTS , GEOTECHNICAL . MATERIALS . ENVIRONMENTAL REPORT OF DENSITY TESTS PRO.nCT: REPORTED TO: NEW IIORIZON CHILDCARE ROSEWOOD CONSTRUCTION 4400 FI)uNTAIN HILLS DRIVE NE SERVICES (2) PRIOR LAKE, MINNESOTA 2340 LEXINGTON A VENUE NORTH ROSEVILLE, MN 55113 AET J4)B NO: 20-04687 ATTN: BILL BARTOLIC CC: CITY OF PRIOR LAKE DATE: NOVEMBER 23,2004 BUILDING INSPECTIONS FIEL[) DENSITY TEST DATA Test Depth Below Dry Moist. Test Test "'Depth! Existing Density Content Proctor Percent No. Date Test lnt:ation Elevation Grade ....!WL .-tlL No. Comnaction ~ 1 10/12/04 Building pad; 45'E of NW 86811.. II..' 10811.. 14.8 961h 95 building corner 2 10/12/04 Building pad; 8'E of NW 86811.. 'I..' 108 13.9 I 96 95 building corner 3 10/12/04 Playground area; 28'N & 8'W 870 'h' 11211.. 16.6 I 100 95 of NE building corner 4 10/13/04 Playground area; 26'N of NE 87211.. II..' 114 18.1 1 101 95 building corner 5 10/20/04 Sanitary service in footing 868'1.. 'h' 112 16.3 I 99'1.. 95 trench 6 10/20/04 Water service in footing 868'1.. 'h' 112 15.4 I 991h 95 trench 7 10/20/04 Sanitary sewer; 30'N of 2" 'I..' 112'1.. 16.4 I 100 100 sanitary MH 8 10/27/04 Exterior wall backfill; 5' S & 870 'I..' 109 14.0 1 96'1.. 95 65'W of SE building comer *D :pth (ft) beh:$CSlJ:tJgradel.not be reproduced, except in full, without written approval 01 American Engineering Testing, Inc. 550 Cleveland Avenue North. SI. Paul, MN 55114 .651-659-9001 . Fax 651-659-1379 Duluth. Mankato . Marshall. Rochester. Wausau . Rapid City. Pierre. Sioux Falls AN AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER AET #20-04687 - Page 2 of 3 FIELI DENSITY TEST DATA Test Depth Below Dry Moist. Test Test 'Depth! Existing Density Content Proctor Percent No. Date Test Location Elevation Grade ...lJBL ~ No. Comnaction ~ 9 10/27/04 Slab-an-grade; 4'S & 43'W of 871 'h' 111 16.7 1 98'h 95 NE building comer 10 10/27/04 Slab-an-grade; 12'N & 42'E 871 'h' 11l'h 15.5 I 99 95 of SW building comer 11 10/27/04 Slab-an-grade; 18'S & 16'E of 871 'h' 110 16.1 I 97'h 95 NW building comer 12 1118/04 Slab-on-grade; 18'N & 2'W of 8721h th' 115 4.8 2 95'h 95 SE building comer 13 11/8/04 Slab-an-grade; 3' S & 28'W of 872'h lh' 118 5.8 2 98 95 NE building comer 14 11/8/04 Slab-an-grade: 25' N & 44 'W 872'h 'h' 117 9.1 2 97 95 of SE building comer 15 1118/04 Slab-on-grade; 22'S & 30'E of 872 'h lh' 117'h 5.7 2 97'h 95 NW building comer 16 11/8/04 Slab-on-grade; 5'S & 10'E of 872'h 'h' 115 4.7 2 95'h 95 NW building corner 17 1118104 Slab-an-grade; 4'N & 26'E of 872'h lh' 116 10.5 2 96'h 95 SW building corner Method Sand Cone (ASTM 01556, AET #20-SOI-I)_ Nuclear (ASTM 02922, AET #20-SOI-2)-1L *oep h (ft) below subgrade. AET #20-04687 - Page 3 of 3. LABORATORY MOISTURE-DENSITY RELATIONS OF SOILS (PROCTOR) No. Soil DescrintioD Max. Dry Gravel Test Opt. Moisture Density Content (% \ Method Content (%) lllffl 4.6 B 16.0 112.7 7 B 12.8 120.5 I S mdy lean clay with a little gravel, brown (CL) 2 S and with a little gravel, fIne to medium grained, brown (SP) Procedl Ie & Method: Standard (ASTM D698. AET #20-SOI-3) -1L ModifIed (ASTM D1557, AET #20-SOI-4)_ To pro! ,ct the addressee, the public. and ourselves, this report (and all supporting information) is provided for the addressee's own USI.. No representations are made to parties other than the addressee. Reviewed By: American Engineering Testing, Inc. c:~~ "'. Curtis L. Johnson Staff Engineer I - ./ .,.).,,; r'-. ,J "Dep th (ft) below subgrade. EARTHWORK QUALITY CONTROL INFORMATION EXCA\iATION BASE EVALUATION JudgmeI ts of supporting soils are based on soils exposed, and on local samples of soils retrieved by hand augering and probing. Because conditions in the subsurface are hidden, it is not possible to fully characterize the subsurface conditions. TherefOl :, the client must accept that our judgments are limited to those soils which are directly observable to us. As soil, onditions may be variable at depth, it is besl that excavation base observation be aided by deeper exploratory test borings I usually done prior to construction). Although these deeper borings may not totally reveal what is in the subsurface, they gre: dy reduce the risk of deeper poor soils going undetected. The pre! once of ground water within the excavation can also limit the supporting soil evaluation process. Also, if standing ground ',ater is present, there is a risk to the client that cu,up,""ible soils may not be observed and remain beneath the water du ring excavation. The compressible materials can become trapped beneath or within the subsequently placed fill. FILLIN G Structur: 1 fill placement is commonly monitored by performing local compaction tests, which entails comparing a field density j.:st to a laboratory Proctor test to arrive at a pereent compaction. Density tests of fill only provide the compaction level oflthe fill at the location and elevation of the test. As many factors control compaction, such as fill lift thickness, moistur, content, material type and compactive effort, compaction variation within fill can exist which may nol be represen led by the tests. Density (compaction) tests are considered representative when used in a conscientious program of controll, d fill placement, where the factors influencing compaction are closely monitored. Conclusions about fill suitability to SUPPI rt structural loadings from the results of a limited number of compaction tests includes increased risk, unless the individu 11 drawing the conclusions has complete knowledge of the aforementioned variables during placement. For this reason, I 'art-time testing on a "will-call or trip" basis includes more risk to the client than "full-time" monitoring/testing. OVEm !ZING Structur LI elements also exert loadings laterally; and because of this, the excavation and subsequent fIll system needs to be oversize l to accommodate these loadings. The extent of lateral oversizing is normally associated with the movemenl sensitivi ;Y of the structure and the strength/compressibility properties of the soils remaining along the excavation sidewalls. Oversizi.g on the order of I (horizontal): I (vertical) is typically provided for foundations in "normal" conditions. Howeve c, oversizing on the order of 1 Yd or more is usually needed in highly compressible situations such as swamp deposits AET do " not practice in the field of surveying and must rely on location and elevation staking of proposed construction by the c1ie! t or their representative. Our measurements in the field are made in relation to those stakes or other location and elevatio: I information provided to us. The reliability of AET's opinions, conclusions and recommendations based on those measure ments is dependent on the accuracy of the staking or information provided by the client or their representative. FREEZ ING WEATHER Soils wl.ich are allowed to freeze will heave and lose density. Upon thawing, these soils will not regain their full original strength and density. The extent of heave and density/strength loss depends on the soil type and moisture condition; and is usually nore pronounced in fmer grained soils, and particularly silty soils. Foundations, slabs, and other improvements affected by such frost movements should be protected from frost intrusion during freezing weather. If filling takes place during: reezing weather, all frozen soils, snow and ice should be stripped from all areas to be filled prior to new fill placem. .t; and the new fill should not be allowed to freeze during or after placement. For this reason, it is usually more benefici II to perform excavate/refill operations during freezing weather in smaller plan areas where grade can be attained quickly cather than working larger areas where a large amount of frost stripping may be needed. STRU( TURAL SUPPORT ON UNCONTROLLED FILL Risks a e associated with supporting structures on fill which has not been placed in a controlled and well documented manner. Even where existing fill appears to be well compacted (including when soil borings have been performed), hidden poorer' r looser soils can potentially exist below or within the fill; or previous excavation and extension of the compacted fill may not have been provided with sufficient oversize in all directions to accommodate the new lateral loadings. Risks can be r ,duced by means of increasing the amount of testing and observations. 20-E.FL D013(2/01) AMERICAN ENGINEERING TESTING, INC. FREEZING WEATHER EFFECTS ON BUILDING CONSTRUCTION GEl'ERAL Beca lse water expands upon freezing and soils contain water, soils which are allowed to freeze will heave and lose lensity. Upon thawing, these soils will not regain their original strength and density. The extent of heave and ( .ensity / strength loss depends on the soil type and moisture condition. Heave is greater in soils with higher perclintages of fmes (silts/clays). High silt content soils are most susceptible, due to their high capillary rise potential which can create ice lenses. Fine grained soils generally heave about 1/4" to 3/8" for each foot of frost pene ration. This can translate to 1" to 2" of total frost heave. This total amount can be significantly greater if ice Ie :nsing occurs. DES IGN CONSIDERATIONS Clay ~y and silty soils can be used as perimeter backfill, although the effect of their poor drainage and frost prop ~rties should be considered. Basement areas will have special drainage and !ateralload requirements which are ~ot discussed here. Frost heave may be critical in doorway areas. Stoops or sidewalks adjacent to doorways coull be designed as structural slabs supported on frost footings with void spaces below. With this design, movl :ments may then occur between the structural slab and the adjacent on-grade slabs. Non-frost susceptible sand,: (with less than 12 % passing a #200 sieve) can be used below such areas. Depending on the function of SUITI unding areas, the sand layer may need a thickness transition away from the area where movement is critil al. With sand placement over slower draining soils, subsurface drainage would be needed for the sand !ayel. High density extruded insulation could be used within the sand to reduce frost penetration, thereby redu :ing the sand thickness needed. We caution that insulation placed near the surface can increase the potential for i, :e glazing of the surface. The Jossible effects of adfreezing should be considered if clayey or silty soils are used as backfill. Adfreezing occu:s when backfill adheres to rough surfaced foundation walls and lifts the wall as it freezes and heaves. This occu Tence is most common with masonry block walls, unheated or poorly heated builcling situations and clay back 'ill. The potential is also increased where backfill soils are poorly compacted and become saturated. The risk )f adfreezing can be decreased by placing a low friction separating layer between the wall and backfill. Adfr ~ezing can occur on exterior piers (such as deck, fence or other similar pier footings), even if a smooth surf! ce is provided. This is more likely in poor drainage situations where soils become saturated. Additional footi 19 embedment and/or widened footings below the frost zones (which includes tensile reinforcement) can be u: .ed to resist uplift forces. Specific designs would require individual analysis. cm lSTRUCTION CONSIDERATIONS Fow idations, slabs and other improvements which may be affected by frost movements should be insulated from frosl penetration during freezing weather. If filling takes place during freezing weather, all frozen soils, snow and : ce should be stripped from areas to be filled prior to new fill placement. The new fIll should not be allowed to frl :eze during transit, placement or compaction. This should be considered in the project scheduling, budgeting and luantity estimating. It is usually beneficial to perform cold weather earthwork operations in small areas whe: 'e grade can be attained quickly rather than working larger areas where a greater amount of frost stripping may be needed. If slab sub grade areas freeze, we recommend the subgrade be thawed prior to floor slab placl :men!. The frost action may also require reworking and recompaction of the thawed subgrade. OIR lP015(2/01) AMERICAN ENGINEERING TESTING, INC. ~ ~, It-.., It l' --;.I > 1r -4 .., ... '" "'"--I i~ r -I j~ ~ ~r, (' " ... ,. ... - ~ ::l ~ ii, ?' ~,.. - t: -.,..~ ~o;::", .. " ..~ so ;:l~ ~ -.L .,~ ~ 4 /'>li!~. ... '" ~ <:J '" ~ . New Ilori~ons Day Care 4400 Fou ltain Hills Dr Prior la: ,e, MN (Revised Plumbing Drawing for ~stic ~ irrigation meter) ~~ _.~ b ~ ;):j ::.. :-:> fbQ~eING ~~I~Q~ I /'M.t'q' ~l:: t.h&t tAl.. ,anl..!IP"':flI'lc:at1cln or ~ """"-~."'''''''~=--'''' th&t r alii . ~ b/rLIt&nd l11llb&nr' Qrl,tnd:lz ar.d I'Iutu ~ de the J... 01 tM rtata 01 KI..rNaot:a. f/~,,~' cwtWY pW"wi!lgJ 1I1!, 444 MaF./e Street Mahtomed, Minnesota 55115 .:::7 1-12-05 """ L14. Mor 00:27SSllW ~ ~gG~!Egh!P 2340 North Lexington Avenue Roseville, MN 55113 (651) 631-1300 FAX (651) 631-1500 www.rosewoodoortfolio.com MEMORANDUM DATE: September 8, 2004 TO: RObert~ FROM: DanO'~ PROJECT: New Horizon Childcare Center ... RE: Response to Comments posted Sept. 8, 2004 The following are a list of responses to you comments regarding the plan review for the New Horizon Childcare Center in Prior Lake, Minnesota: 1. See revised sheet CS-2 for second exit. 2. See revised sheet CS-2 for recalculated occupant loads. 3. Doors 101A, B, and C have been changed accordingly on all plan sheets. 4. A copy of Minnesota Rule 3 is attached. 5. Specifications and details of the hood on sheet A2.4 will be provided when the equipment subcontractor is awarded. 6. Plumbing plans and kitchen plans have been already submitted to the Department of Health. 7. Acknowledged. 8. Stairway for diaper has been converted from a building fixture to a piece of furniture with casters. 9. Room 115 has been converted to a unisex. According to IBC Table 2902.1 we have 1 restroom per 50 adults. There are 25 staff members. Restroom 122 will be left for the school age because there is a supervision risk would be a door leading into the hallway. 10. See sheet A2.8 for the handrail detail on the rooftop stair. 11. Attic ventilation calculations have been provided on the revised A2.'J sheet. 12. On sheet A2.8, a note has been added to the specifications regarding IBC 2603.4.1.5 with a requirement for shop drawing approval. I have also contacted the roofing contractor to send you a specification of the roof to be used. 13. All the wall sections now show %" T&G sheathing for the roof assembly. 14. The sign contractor will provide structural calculations when the sign permit is applied for. 15. The plumbing contractor has submitted plumbing plans already. 16. See sheet SP-1 for lock box location. Note: All DRC issues have been addressed and returned to your office. A certificate of survey has also been sent to your office. If there are any other issues, please call me. Thank you )ortfolio Memo Page 1 of 1 .. > ... -' ~ - GEOTECHNICAL EXPLORATION PROPOSED NEW HORIZON CHILD CARE CENTER FOUNTAIN HILLS DRIVE PRIOR,LAKE, lu..........SOTA GME PROJECT NO. 11068 .'-.' ;; "---' Copyright, 2004 - GME Consultants, Inc. --= ......alu..._ _.. '-" GME CONSULTANTS, INC. CONSULTING ENGINEERS 14000 21st Ave. No. / Minneapolis, MN 55447 Phone (763J 559-1859 / Fax [763J 559-0720 ~'" ELII July 30, 2004 Mr. Steve Swanson New Horizon Child Care 16355 36th Avenue North, Suite 700 Plymouth, Minnesota 55446 ~' GME Project No. 11068 RE: Geotechnical exploration for proposed New Horizon Child Care Center on Fountain Hills Drive in Prior Lake, Minnesota Dear Mr. Swanson: Following your acceptance of our proposal of July 16, 2004, we have completed this geotechnical exploration. In this report, we present the results of our field and laboratory testing, and our recommendations for earthwork and foundation design and construction. We are submitting two copies of this report to you, and one copy to '-' Portfolio Design Services, Inc. ; this report is the instrument of services defined in our proposal. We have enjoyed working with you on this phase of the development. If you have questions regarding this report or if we can be of further assistance, please contact us. Sincerely, GME CONSULTANTS, INC. ~ Chad A. Underwood, P.E. Project Engineer CAU: fhs: jrng W:\CAU\1106B DTR.fhs.jll'l3 -' WilLIAM C. KWASNY, RE. RYAN F. SCHMIDT, RE. THOMAS R VENEMA, RE. WilLIAM E. 8lDEMENDAl, RE. GREGORY R. REUTER, RE.. RG. RICHARD W. PENNINGS, RE. TABLE OF Cv.............S --- GEOTECHNICAL EXPLORATION PROPOSED NEW HORIZON CHILD CARE "......<.LER FOUNTAIN HILLS DRIVE PRIOR LAKE, k~~~...SOTA GME PROJECT NO. 11068 SECTION ASFE Notes Regarding Geotechnical Engineering Reports PAGE -- INTFODUCTION 1 AVAILABLE GEOTECHNICAL INFORMATION 2 SCOfE OF SERVICES 2 FIELD EXPLORATION 3 LABCRATORY TESTING 5 SITE CONDITIONS Surface Features/Topography Soil Conditions Groundwater Conditions 6 6 7 8 ',-- REVI E:W AND RECOMMENDATIONS Discussion Site Preparation Foundation Design Floor Slab Subgrade Exterior Entry Slabs Exterior Underground Utilities Pavement Subgrade 9 9 11 14 16 17 19 20 CONsrRUCTION CONSIDERATIONS Groundwater Winter Construction Equipment Selection/Soil Disturbance Construction Safety Construction Testing 21 21 22 22 23 23 G"",...AAL QUALIFICATIONS 24 ASTM STANDARDS 25 STANllARD OF CARE 25 '-" APPElIDIX . lIME CONSULTAa1'S,. ..c.. Mr. Steve Swanson GME Project No. 11068 2 July 30, 2004-. ~' occasional heavier vehicles such as deliverY trucks, waste collection trucks, and snow plows. SCOPE OF SERVICES ~. Our scope of services for this project, as outlined in our proposal, was limited to the' following elements. 1. Drill and sample five borings within the footprint of the proposed building, three to a depth of 20 feet, and two to depths of 15 feet, and one boring within the parking lot to a depth of 10 feet; we drilled three additional borings, two in the building pad to depths of 15 feet, and one north of the building to a depth of 10 feet, after we were informed that our original borings were shifted about 75 feet to the south, and 28 feet to the west, relative to the proposed building pad ~. 2 . Submi t the recovered soil samples to our laboratory for review, testing, and final classification, and preparation of the boring logs 3. Prepare the geotechnical report The purposes of this report are to describe the soil and groundwater conditions encountered in our subsurface exploration; to review and evaluate these conditions with respect to the proposed project; and to present recommendations for methods of foundation and earthwork design and construction. GME COIlSULTAmlL tile. Mr. Steve Swanson 8MB Project No. 11068 3 July 30, 2004- . '-->' AVAILABLE GEOTECHNICAL INFORMATION Por1.folio Design Services provided us with a copy of a report for this sitE' prepared by Maxim Technologies entitled "Geotechnical Explor~ion Provram, Prior Hills Business Park, R dated January 26, 1998. Maxim dri:.led seven borings for their geotechnical exploration, one of which was on the lot for the proposed New Horizon .Child. Care Center. The bon.ng logs show that the soils consisted of 4 to 5.5 feet of fill over lean clay till. Por1.folio Design Services also provided us with a copy of an earthwork .-'-" obsE,rvation and testing report prepared by Twin City Testing dated Jam.ary 6, 2000. This report was prepared for the Wensmann Fountain Hills Lot Development Project. The report indicated that the specified compaction effort had been achieved in the building pad arec .s . FIELD EXPLORATION We Ilrilled nine borings for this project, as shown on the enclosed Soil Boring Location Diagram. You specified the number and locations of the borings; we recommended the boring depths based on our ......." understanding of the project at the time of the field exploration. We located the borings in the field by measuring from existing site &ME caMSULTAII1'S, IIV Mr. Steve Swanson GME Project No. 11068 4 July 30, 2004,. ---- features, using dimensions scaled from the site plan that you provided. Our drill crew shot surface elevations at the borings referenc~' to the top nut of the fire hydrant located at the southwest corner of the site; the benchmark location is shown on the Soil Boring Location Diagram. According to information provided by Ulteig Engineers, this benchmark is at elevation 880.22 feet NGVD. Before we drilled, we contacted Gopher State One Call to locate public underground utilities on this site. '1" We drilled the borings with a CME 750 all-terrain rig, using hollow stem augers to advance the boreholes and sampled by the split barrel method (ASTM; D 1586), with an automatic hammer. The Standard Penetration values (N-values, "blows per footH) from this test are used as an indication of the density of granular soils, and the consistency of cohesive and semi-cohesive soils. Our crew kept field logs noting the methods of drilling and sampling, along with the N-va1ues, preliminary soil classifications, and observed groundwater levels. Representative portions of the samples were sealed in jars to reduce moisture loss, and submitted to our - laboratory for review, testing, and final classification by a Geotechnical Engineer. The boreholes were backfilled with soil . aM!: COMSULT..-rs. IIIe.. Mr. 3teve Swanson GME ~roject No. 11068 5 July 30, 2004. . '--< cuttings to comply with current Minnesota Department of Health regulations. LABORATORY TESTING -- The laboratory testing was initiated by a Geotechnical Engineer revi ewing each of the recovered soil samples to evaluate the major and minor soil components, while also noting the color, degree of satllration, and lenses or seams found in the. samples. Selected samples were tested for moisture content and unconfined compressive strlmgth (by hand penetrometer); the test results are shown on the - \....,r' respective baring logs. The Engineer visually/manually classified each sample based on texture and plasticity in accordance with the Unified Soil Classification Sys :em (USCS). The capital letters in parentheses following the wri:ten descriptions on the boring logs are the estimated group syrnJols based on this system. A chart describing this classification system is included in the Appendix. The Engineer grouped the soils by type into the strata shown on the bm: ing logs. The stratification lines shown on the logs are ....... apfroximate; in situ, the transition between soil types may be gndual or abrupt in both the horizontal and vertical directions. , GME CO.SULTAIITS."C. -1----.- Mr. Steve Swanson GME Project No. 11068 6 July 30, 2004 '-' We will retain the soil samples from this program for 30 days after the date of this report. If you wish to have the samples retained beyond this time, we ask that you please advise us; otherwise:-' the samples will be discarded. SITE CONDITIONS Surface Features/ToDoaraDhv At the time of our field exploration, the site of the proposed '-- development was a vacant lot covered in grass. It was evident that the site had been recently graded, and there was scattered construction debris, such as broken concrete, at the surface of the site. This was confirmed by Ms. Murray of Wensmann Homes in the interview we conducted with her for our Phase I Environmental Site Assessment. The central portion of the site, in the area of the proposed building pad, was relatively flat to gently sloping. Towards the north one- third of the pad for the proposed building, the topography sloped steeply downward toward the north; this portion of the site was .....' approximately 7 feet lower than the central portion of the site. We GME COIISULT...... lilt" . Mr. 3teve Swanson GME 'roject No. 11068 7 July 30, 2004- "'"-". founi approximately 9 feet of elevation difference among our nine bori: 19S . Soil Conditions ~" The :loil conditions we found in the borings are shown on the logs in the ~pendix of this report. The conditions that we describe and discl.sS are pertinent only at the boring locations, and under the envilonment at the time of our field exploration. In e loch boring, we encountered a surficial layer of topsoil fill ~ consisting of dark brown and black sandy clay and sandy silt with organ ics, ranging from 2 to 7 inches thick. The toosC).E thickness probatblv--YS'.:ci~1: across the site and may be deeper than found at our borin::Is ~ Underlying the topsoil in each boring, we found fill or possi::rle fill consisting of a mixture of brown, dark brown, and black sandy and silty clay to depths of 6 to 10.6 feet below grade. Because the fill was generated on the site, it is of the same type as the underLying naturally-occurring soil. To distinguish the fill, we considered the N-values and the moisture contents. The N-values in the fill ranged from 5 to 21, with moisture contents '" rangillg from 13 percent to 23 percent. Al thouoh previous reoorts oreo<:"J'e\l_fc?:,::, th2. ':' ~i!:~ i~dicate!:~a!: the f;'1 was placed in a . 8115 ClHHll:IIT...... ...., Mr. Steve Swanson GME Project No. 11068 9 July 30, 2004. '- ' Perched groundwater layers can also be found in the soil types on this site. Perched groundwater is water trapped in seams that are more permeable after infiltrating from the surface or moving laterally through the soil. The presence or absence of perched ground~ter depends on local precipitation patterns prior to and during the period of borehole readings, or construction. The groundwater tables on this site, perched and hydrostatic, will vary in elevation seasonally and annually, depending on local amounts of precipitation, evaporation, surface runoff, and infiltration. We do not anticipate that the contractor would encounter hydrostatic '-- groundwater in excavations for footings and unde.".vLlIld utilities. However, it is possible that perched groundwater could be encountered during construction due to surface infiltration moving downward as a wave through the soil during and after precipitation. This would depend on the precipitation and surface infiltration patterns prior to and during construction. REVIEW AND RECOMMENDATIONS Discussion ...... The engineering recommendations made in this report are based on our understanding of the project as described in the Introduction and are &_ CO.SULTAIIT8. I.C. Mr. Steve Swanson GME Project No. 11068 10 July 30, 2004. - val Ld solely for .the project described herein. I f there are any chalges in the nature, design, location, or elevation of the proposed bui.ding, the opinions and recommendations contained in this report wil. not be considered valid unless we are given the opportuniry to rev.ew these changes and modify or verify our recommendations in wri':ing. Basl~d on the soil conditions we found in our borings and our undl~rstanding of the project, it is our opinion that after proper site preparation, to include stripping of topsoil, subcutting of the zones of ,unsuitable existing fill, densification of the exposed subgrade, \...- and placcmcut of the fill with proper compaction, the proposed bui: .ding may be supported on conventional spread footing foundations. The!<le footings should bear on suitable existing fill or naturally- OccllI-ring non-organic soils, or on fill replaced with proper cOIflI"action over a suitable subgrade. We jncountered fill or possible fill to depths of 6 to 10.6 feet below gra e in each boring. Althouqh this fill was reoortedlv olaced in a con rolled manner. it is our ooinion that some of the fill as in borjnq 2. is not suit<:l,DJ.<:' to S".I!:'J2~rt !:~e proposed structure. This zonE is characterized by low N-values, (i.e., N less than 5) and high "-' moisture contents (i.e., greater than 20%). Note that in the remcining borings, the moisture content is about 14% to 16%, and the &ME COIISULTJUITS. IIIe. Mr. Steve Swanson GME Project No. 11068 11 July 30, 2004- ~. N-values_are higher. This zone appears to lie primarily in the first 6 feet below existing grade in the area of boring 2, but we do not know its lateral extent. ....> We recommend that remedial soil correction be carried out under the footprint of the building, to remove and replace existing fill which has low N-values and high moisture contents (above 20%), with recompacted granular fill or the existing low plasticity clay fill after it is dried. In the pavement areas, it would not be necessary to carry out this '-- deep soil correction. Rather, we recommend stripping the surficial topsoil and vegetation, subcutting sufficiently to allow placement of the pavement section, and surface compacting the existing fill with a heavy towed or self-propelled vibratory roller, applying at least eight passes before placing any new fill. We recommend using select granular fill to bring the pavement areas to grade. Details of our recommendations are given below. Site Preoaration ~. We recommend that the surficial topsoil and vegetation be stripped from the footprint of the proposed building and pavement areas. The . BME COMSlULT....... ..11:. Mr. Steve Swanson GME Project No. 11068 12 July 30, 2004- ~~ zon'~ of. stripping should extend laterally to at least 5 feet beyond the building perimeter and 2 feet beyond the edge of new pavements. The topsoil would not be reusable as fill under the new building. We stnmgly recommend that -- the excavators bidding this proj ect not be allowed to rely solely on our borings to calculate the topsoil str:.pping depths and volumes. Rather, the specifications should require that each excavator carry out his own topsoil depth exp: .oration. We ::ecommend subcutting the existing fill where it is soft and/or has a mlisture content above 20% from the footprint of the building. The . ",--,. latE,ral zone of subcutting should extend out horizontally at least 1 foot: from the outside edges of perimeter footings for every foot of fill required below the base of the footings_ The lateral oversize is to be measured at the base of the subcut, not at the surface. The following table represents our estimated depths of strj pping/ subcutting, based on information from the borings. The act~a] <:1.'=.''?th'' ~f. ~t:::;-:t~:Qinq/subcuttinq that ar"" reauired may be deeDer or ~hallower than found at the borinas. This should be determined by a GI~otechnical Engineer or Materials Technician performing full-time observation and testing during site preparation. '-" DIIE COIISULTAnB.. ...... Mr. Steve Swanson GME Project No. 11068 13 July 30, 2004- --..' ESTIMATED MINIMUK DEPTHS OF STRIPPING/SUBCUTTING Boring Nimlber Surface Elevation, feet Estimated Depth of Stripping/Subcutting, feet (Elevation, feet) ---...-----= 1 877 . 1 -----0-:6{8 76 .5) NE 2 874.5 6 (868.5)* 18 (856.5) 3 874.9 0.6 (874.3) NE 4 877.6 0.6 (877.0) NE 5 870.2 0.4 (869.8) NE 6 876.7 0.6 (867.1) NE 7 868.5 0.4 (868.1) NE 8 869.4 0.2 (869.2) NE 9 868.5 I 0.5 (868.0) NE NE = Groundwater not encountered during or after drilling *Requirement for deeper subcutting to be reviewed when the excavation is opened Approximate Observed Groundwater level, feet (Elevation, feet) ....-: '---' After stripping/subcutting and cutting to design grade, we recommend that the exposed soils be surface-compacted with a heavy towed or self -propelled compactor, applying at least eight passes. Exposed soft soils (unconfined compressive strength less than 1.2 ton per square foot) should be subcut and replaced with compacted backfill. We recommend documenting the effectiveness of the surface compaction by conducting Dynamic Cone Penetrometer (DCP) or Static Cone Penetrometer (SCP) tests before and after compaction. For imported fill required in the building pad and under pavements, we recommend a select granular material such as Mil/DOT 3149.2B2, with no --." gravel larger than 3 inches, or a non-organic low plasticity clay or clayey silt (CL or CL-ML). Cohesive soils should be placed at a Q..- etIIUlUll T~ "I! Mr. Steve Swanson GMB Project No. 11068 14 July 30, 2004 ----- moi:lture content within 2% above or below the optimum. If the conl:ractor proposes a different type of fill, a sample should be subllitted to our laboratory for testing and review by a Geotechnical Eng: .neer . - The fill should be placed in loose lifts about 6 to 8 inches thick, and mechanically compacted to at least 98% of the maximum Standard Proctor dry density (ASTM: D 698). Please refer to the notes in the Appendix regarding fill placement. FOULdation Desian -'- . After the site preparation described above, the building may be sUPI: orted on conventional spread footing. foundations. We recommend that the bottom of perimeter footings for the heated building bear at least 4 feet below final outside grade for protection from frost penetration. The bottom of interior footings in the heated building wouli typically bear at 18 to 24 inches below finished floor elevation, orovided t~~v would not be subiected to freezina conditions duri~o or after construction. Footings for features remote from the heat..d building, such as for entrance canopies or columns, cold stor,lge areas, screen walls or wing walls, light poles, or signs, '-" shou..d bear at least 5 feet below final outside grade because greater . ... COIIIIULTAIITSi. IIIC.. Mr. Steve Swanson GME Project No. 11068 15 July 30, 2004 '-<' frost penetration can occur in areas away from the heated building, especially in those areas kept free of snow or ice. At these anticipated depths of bearing, we expect the soils woufa be naturally-occurring stiff silty clay or sandy clay, or compacted fill placed over a suitable subgrade. We recommend that these footings be proportioned for a maximum net allowable design bearing pressure of 2,500 pounds per square foot. This refers to the pressure that may be transmitted to the bearing stratum in excess of the pressure of the surrounding depth of overburden. The factor of safety with respect to soil bearing capacity for this design would exceed 3. '-1' Based on the type of structure proposed, we recommend that continuous wall footings have a minimum width of 20 inches and that isolated column footings have a minimum width of 3 feet, to avoid excessively narrow footings, regardless of the contact pressure. With this design, following the recommended site preparation, we estimate that maximum building settlement would be 1 inch or less, with differential settlement approximately half this amount, if the bearing soils are not soft, wet, disturbed, or frozen prior to, during, or after construction. -' \ . .ME COIISULTAIITIi.1IIC. Mr. Steve Swanson GME Project No. 11068 16 July 30, 2004 ~, Flo<,r Slab Subarade We ~ecommend the use of select granular soils as backfill around the new foundations and in underslab utility trenches, for relative-ease and compaction in confined spaces. Cohesive or semi -cohesive soil shollld not be used for this backfill. The backfill should be placed in loose lifts approximately 4 to 6 inches thick, with each lift mecl,anically compacted using manually-operated vibratory or impact equipment to at least 95% of the maximum Standard Proctor dry density. We l~commend not using heavy towed or self-propelled compactors within 4 f:et of newly constructed foundation walls; such equipment can '-..../ damcge the new walls. Based on a subgrade prepared with this type of bac~fill, and after general site grading, the floor slab can be cast on-grade. We recommend using a modulus of subgrade reaction of 175 pounds per cubic inch for design of the slab. We Iecommend that a vapor retarder be installed under the floor slab of Lhe building to reduce the potential for migration of moisture upwa ["d to and through the slabs. Moisture migration to and through the ~oncrete slabs can damage floor coverings such as tile, carpeting, wood, or coatings or sealers placed on the slab, and contribute to exce;s humidity and possible microbial growth in the building. '- . _ME =-ULTAIITS. IIIC.. Mr. Steve Swanson GME Project No. 11068 17 July 30, 2004. ~ One method of vapor retarder construction is given in Part 2, Section 302 of the Manual of Concrete Practice of the American Concrete Institute (ACI). Alternative methods of vapor retarder construction - are described in the April 2001 issue of Concrete International. We also recommend that you contact the manufacturers of the specified floor coverings or coatings to detennine how they wish to have the vapor retarder installed, since their preferred method may differ from the ACI methods. The slabs should be designed and built in accordance with the recommendations of the Portland Cement Association and the American -' Concrete Institute, with construction joints and control joints at spacings to reduce the potential for excessive slab curling and cracking. The slab should be cast independent of the foundation walls and footings of the building, to allow relative movement to occur without causing structural distress. Subsurface and Surface Drainaae Because the building will be a slab-on-grade structure, it is our opinion that it is not necessary to construct a perimeter drain system around the foundation. We do rec~u.ucnd that the ground surface around -' the building be sloped away from the structure to promote surface runoff and reduce infiltration adjacent to the foundation walls. The .ME CONSULTAaITL lilt' Mr. Steve Swanson GMB Project No. 11068 18 July 30, 2004- '--- surJace should be sloped at least 6 inches in the first 10 feet. The rooJ drainage system should be designed to discharge away from the building. - Ext.~ior Entrv Slabs WheIe exterior entry slabs abut the building, we recommend excavation and replacement of silty or clayey soils to a depth of at least 4 feet belcw the bottom of slab, using a non-frost-susceptible (NFS) granular soil. The purpose of this is to reduce the potential for the characteristic heave that can occur when silty or clayey soils freeze ,-. each winter. This heaving can raise the overlying slabs, possibly jamming doorways or damaging the building. The \TFS sand should be a sand or sand and gravel mix having less than 5% passing the No. 200 sieve. It should be placed in thin lifts and compicted to at least 95% of the maximum Standard Proctor dry density. We r~comrnend placing a drainpipe at the base of the NFS granular fill, conn~cted to the site storm sewers to remove infiltrating water The ~one of the NFS backfill should extend at least 2 feet beyond the edge:l of the entry slabs, and be tapered upward at a slope of three '-' unitll horizontal to one unit vertical (3:1) to meet the naturally- occUl:ring soil. The purpose of the tapering is to reduce the OME ca.SULTAIITS. IIIC. Mr. Steve Swanson GME Project No. 11068 20 July 30, 2004- ~ Pavement Subarade In the new pavement areas, we recommend stripping the surficial .-,- topsoil, subcutting sufficiently to allow placement of the new pavement section, and surface compacting the subgrade soils with a heavy towed or self-propelled compactor, applying at least eight passes before placing any new fill. Clay fill may be used under pavements, but we recorrnnend using select NFS granular fill for the final 9 inches of subbase in pavement areas. The new fill should be placed in loose lifts not exceeding 8 to 10 inches thick, and each lift should be compacted to 100% of the maximum Standard Proctor dry '-- ~ density (ASTM; D 698) . Based on a subgrade consisting of stiff silty clay, we recommend using a Stabilometer value (R-value) of 10 for the bituminous pavement design. If the design does include the 9-inch thick NFS granular subbase, an R-value of 70 may be used for this layer when designing the pavement by the elastic layer method. Your Civil Engineer may use this value along with his predicted traffic pattern and your desired pavement life to design the pavement. -~ 8MF.~,"JlT""'" .~ Mr. Steve Swanson GME Project No. 11068 21 July 30, 2004 '--<- CONSTRUCTION CONSIDERATIONS Gro'mdwater - We .mcountered groundwater in one of our nine borings, at a depth of 18 ;'eet below grade. Based on the conditions found in our borings, it is our opinion that it is unlikely that hvdrostatic groundwater would be encountered during excavations for footings and underground utiJities for the building. However, Derched groundwater could be enc<,untered during excavations for footings and utility trenches, and the perched groundwater should not be considered as inconsequential. ..~ Any water that enters excavations from groundwater seepage, surface run<ff, or precipitation should be promptly pumped out. Water should not be allowed to stand ponded over the base soils, since this could soften or disturb them. The contractor should not be allowed to place compacted fill or concrete into standing water or over softened soils in an attempt to disp lace these materials. This technique can result in trapping softened soils under the building, causing excessive post-construction settlement even if the softened zone is only a few inches thick. '-" G~CO_ULTAIlITIi: I.~ Mr. Steve Swanson GME Project No. 11068 22 July 30, 2004- '-- Winter Construction It is necessary for the contractor to protect the base soils from ~' freezing each day and each night before new fill is placed. Fill should not be placed over frozen soils, nor should the use of frozen fill soils be permitted. The contractor must protect base soils from freezing before and after fill placement, and before, during, and after concrete placement. The contractors should be required to submit their plans for dealing with winter construction in writing as part of their bids. If winter construction is contemplated for this project, we strongly recommend that a special pre-construction '-...- meeting be held to discuss the procedures and precautions that must be followed. Eauipment Selection/Soil Disturbance The soil types at this site can be easily disturbed by construction equipment, especially when the soils are saturated or during freeze/thaw conditions. It is the earthwork contractor's responsibility to choose equipment and work procedures that will not Wlduly disturb the subgrade soils. The contractor should also route construction traffic away from fOWldation soils, subgrade, and areas -' of pavements and slabs, to avoid soil disturbance. . UME COIlSULTAIIT8. ..~ INTRODUCTION '-' New Horizon Child Care is planning a new facility on Fountain Hills Dri're in Prior Lake, Minnesota. This building will be a single-story, slah-on-grade structure covering a footprint of approximately 1,.0..500 - squilre feet. Portfolio Design Services indicated that the structure wou:.d be of wood frame/brick veneer bearing wall construction; we ant: .cipate reinforced concrete or masonry foundation walls. Altl.ough the structural design is not yet completed, we estimate that a b\Lilding of this type could have wall loads in the range of 2 to 3 kipe per linear foot, and interior column loads of 50 to 60 kips. '--- Live floor loads in a building of this type would likely not exceed 200 pounds per square foot. Basej on information provided by Ulteig Engineers, Inc., the finished flooc elevation will be at 873.4 feet National Geodetic Vertical Datum (NGV)) . This will require up to 5 feet of fill above existing grade on tle north side of the building pad and up to 2.5 feet of cut on the SOut:l side of the building pad to prepare the site. Pavel! parking and drive areas will be constructed around the building. We anticipate that the daily traffic pattem would consist of numerous passl~S of automobiles and light trucks (pick-ups and vans), and '--< . .ME CDIlSULTAIITIL IIIC. Mr. Steve Swanson GME Project No. 11068 19 July 30, 2004- '-' potential for abrupt slab displacement when zones farther away from the building may heave during winter. ~ As an alternative to replacement with NFS sand, the entry slabs can be designed as structural slabs. These slabs should be supported on frost wall foundations bearing at least 5 feet below bottom of slab. With this alternative, there should be a minimum 4-inch air gap left below each slab. The vertical sides on all of the frost walls should be covered with insulation to serve as a bond breaker, preventing adfreezing of the backfill soils. "-- Exterior Underqround Utilities The excavated non-organic soil can be used as backfill for new utility line trenches. The backfill should be placed in lifts not exceeding 6 inches thick, and compacted, to at least 95% of the maximum Standard Proctor dry density. Within 3 feet of the pavement subgrade elevation, the compaction should be increased to 100% of the maximum Standard Proctor dry density. Cohesive backfill should be placed at a moisture content within 2% of the optimum. IIUlII= r.ntlHl:1I1 T..... .~ r (' r I r r ,. ! Mr. Steve Swanson GM, Project No. 11068 23 July 30, 2004 If the equipment the contractor selects causes rutting or pumping, it is the earthwork contractor's responsibility to switch to other types of equipment or methods. The responsibility to properly select cOllstruction equipment to avoid disturbing soils on the site lies so:.ely with the contractor. A note to this effect should be included in the project specifications. r COHstruction Safetv '"' I" ,..-, I" I" .. .. .. All excavations must comply with the requirements of OSHA 29 CFR, PaJ.t 1926, Subpart P, "Excavations and Trenches. U This document stc.tes that excavation safety is the sole responsibility of the cor .tractor. Reference to this OSHA requirement should be included in the project specifications. The responsibility to provide safe working conditions on the site, fOI earthwork, building construction, or any associated operations, is not borne in any manner by GME Consultants, Inc. .~ I ~onstruction Testinq .. r .. We recommend that you retain the services of a geotechnical/material engineering firm provide observation to and testing during construction. This should include observation and documentation BIlE COIISULTAII'I'B. ..c. '" ",r I " '" " " " . ,.... . . " . " Mr. Steve Swanson GME Project No. 11068 24 July 30, 2004 during topsoil and pavement stripping, subcutting, and compaction of the subgrade, and placement of compacted fill for the building pad and pavement areas. A Geotechnical Engineer or Materials Technician should also test the foundation bearing soils before forming and placement of the footings and slabs. The building materials should be tested in accordance with the project specifications and the International Building Code 2000. We welcome the opportunity to provide the observation and testing for this project. GENERAL QUALIFICATIONS This report has been prepared based on the soil and groundwater conditions found in our borings, and on the design data available from Portfolio Design Services and Ulteig Engineers. This report is intended solely for this project at the specific location discussed. If there are any changes in size, scope, location, elevations, structural loads, use or nature of the building from those outlined in the Introduction of this report, or if our understanding of the . ~oject is incomplete or incorrect, it is necessary that you contact I us so we can review our recommendations to determine if they are applicable. If we are not given the opportunity to comment on changes . r . in the design, then our recommendations given in this report shall not be considered valid. GME COIISULTAII'TS. .Me. r r r I r r r r .. .. ,r' .. .. .. .. .. . I ~ r .. Mr Steve Swanson GMI: Project No. 11068 25 July 30, 2004 We determined the soil and groundwater conditions at nine locations on thjs site. The subsurface conditions that we describe and discuss in thjs report are pertinent only at the boring locations and under the em'ironment at the time of our field exploration. Variations in the sulsurface conditions were encountered, and it is likely that adc itional variations exist that could not be determined from our bozings or our site reconnaissance. These variations would not become apfarent until excavation is started. No warranty, express or irrq;:lied, is presented in this report with respect to the soil and grcundwater conditions on this site. ASTM STANDARDli! Whe:l we refer to an ASTM Standard in this report, we mean that our serrices were performed in general accordance with that standard. ComJliance with any other standards referenced within the specified staldard is neither inferred nor implied. .,... STANDARD OF CARE The recommendations contained in this report represent our pro. :essional opinions. The soil testing and geotechnical engineering serrices performed for this project have been conducted in a manner con:,istent with that level of skill and care ordinarily exercised by aIlE COIISULTAIITS" IIIe.. ~ " ~ I " " " .. .. Mr. Steve Swanson GMB Project No. 11068 26 July 30, 2004 other members of the profession currently practicing in this area, under similar budgetary and time constraints. express or implied, is made. Prepared by: ~ Chad A. Underwood, Project Engineer P.E. Reviewed by;ll!~ rJ, /!ukl4~;' W~ll~am C. Kwasny, P.E. /~ Principal Engineer/preside~ttf CAU: fhs: jrng ~ W=\~U\11068 DTR.fhs.jmg r .. .. . .. . . I . r . ,- &lIE. CONSULTAIITB. INC. No other warranty, I hereby cer1lfy that this plan, specification. or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota Print Name: Chad A. Underwood Signature:~/4:'/ Date: o:r/J" J-" License #: 43026 L r L r r I r , r ,.. ,.. ,.. .. ,,--- .. .. .. .. .. . I .. r .. i~ APPENDIX SOIL BORING LOCATION DIAGRAM GENERAL NOTES SOIL BORING LOGS UNIFIED SOIL CLASSIFICATION SYSTEM SPECIAL NOTES REGARDING PLACEMENT OF COMPACTED FILL SOILS &lIE COIISULTAIITS. HIC. . GENERAL NOTES DRILLING & SAMPLING SYMBOLS: SL 55 with liner 55 Split Spoon - 1..... 1.0., 2" 0.0., unless otherwise noted ST Shelby Tube - 2. a.D., unless otherwise noted PA ~r Auger DB Diamond Bit - NX: BX: AX AS Auger Sample JS Jar Sample VS : Vane Shear Standard "N" Penetration: Blows per foot of a 140 pound hammer falling 30 inches on a 2 inch 00 split spoon, ", ,...'. where noted. r. . I . OS HS WS FT RB BS PM o~.~.;.~... Sampler - 3" Shelby Tube Hollow Stem Auger Wash Sample Fish Trail Rock Bit Bulk Sample Pressu", "': ,f test - in situ WATERLEVELMEASUREMENTSYMBO~ WL : Water Level WCI: Wet Cave In DCI: Dry Cave In WS: While Sampling WD: While Drilling BCR: Before Casing Remvoal ACR: Alter Casing Removal AB : Alter Boring Water levels indicated on the boring logs are the levels measured in the boring at the times indicated. In previous soils, the indicated elevations are considered reliable ground water levels. In impervious soils, the accurate determination of ground water elevations is not possible in even several days 0;',,". ..~.:..Jl, and additional evidence of ground water elevations must be sought GRADATION DESCRIPTION & TERMINOLOGY Coarse Grained or Granular Soils have more than 50% of their dry weight retained on a #200 sieve; they are described as: .... . boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are described as: clays or clayey sills if they are cohesive, and sills if they are non-cohesive. In addition to gradation, granular soils are defined on the basis of their relative in-place density and fine grained soils on the basis of their strength or consistency, and their plasticity. Major Component Of Sample Size Range Boulders Over 8 in. (2OOmm) Cobbles 8 in. to3 in. (2OOmm to 75mm) Gravel 3 in. to 114 sieve (75mm to 2mm) Sand #4 to #200 sieve (2mm to .074mm) SiU r ~..~ #200 sieve (0.074mm to O.OO5mm) Clay Smaller than 0.00Smm - . CONSISTENCY OF COHESIVE SOILS: f U.. .J Comp. Strength, Qu, tsf <0.25 0.25 - 0.49 0.50 - 0.99 1.00 -1.99 2.00 - 3.99 4.00 - 8.00 >8.00 Very Soft Soft Medium (Firm) Stiff Very Stiff Hard Very Hard Conslstencv DescrIptc.e Tenn(s) (Of Componenta AJso Present In Sample) Percent of Dry WeIGhI Trace 1-9 10-19 Little Some 20-34 And 35-50 RELATIVE DENSITY OF GRANULAR SOILS: N - BlowsIft. 0-3 4-9 10-29 30-49 50-80 80+ ReIaUveDenslht Very Loose Loose Medium Dense Dense Very Dense Extremely Dense &ME CONSUL1JUIITS. tile. JIll r ,. I ,. .. .. . . . r-, . . . . . . I . r' . PLAY AREA " / V 69' B-~ (868.5) B-8 (B69.4) l; PROPOSED BUILDING I - "'B-1 (B77.1 ) -">.. B-5 -.,.- (B70.2) 144' ~ J 100' PROPOSED PARKING LOT ... 8M /\ 8-:~ (B76.7) .- ... BENCHMARK = TOP NUT OF FIRE HYDRANT ELEVATION = 880.22 FEET NGVD X = CENTERLINE SPOT ELEVATION = 877.6 r L 75' B-2 (R74 .~ I 28' + 22' 8-7 r (86B.5: '4' \. ~ ~ \ / FOUNTAIN HILLS DRIVE V 1\ 4r 26' \.. EXISTING GAS STATION Q APPROXIMATE SCALE I o' I FEET I 50' GME CONSULTANTS, INC. Gel... .'".._.em... ....... 14000 21st A_ue N. Minneapolis, MinneooIa 55447 (763) 559-1859 ~ SOIL BORING LOCATION DIAGIWI PROPOSED NEW HORIZON CHILD CARE CENTER PRIOR LAKE. MINNESOTA 11068.DWG MGC I CAU I JULY 04 I GME Project No. 11068 LV,=, vr DVr'UI'I\:II D- -. PROJECT SITE .. Proposed New Horizon Child Care Center Prior lake, Minnesota CLIENT ARCHITECT-ENGINEER New Horizon Child Care Portfolio Design Services r .... lJNCONAlED COMPRESSIVE STRENGlH ~ (tip) W . W ,..: -0- lL lL a: ui ~ 2 3 . . W CI DESCRIPTION OF MATERIAL III --' Z I- 0 WATER I- :::; !l! :l: m --' CONTENT % W :J W e. I W zw w U ~co --e-- lL --' wl1. ~ <!:i w ,; ~~ a: :J STANDARD PENETRATION (aLOWSIFOOT) I- w ~ O:J --' 11. ::::;0 I- SURFACE ELEVATION t WUJ ;;: --@-- w ~~ ~ I- 8n.1 I1.W . 0 co ma: Z '" 20 3D .., .. ~ ....Jl..B. Black Sandy lean Clay with Organic Fines _ ) I 1SS \(CUOLlI\Opsoill (FllLl I 11 (9 Brown and dark brown Sandy lean Clay, trace , . gravel - stiff to firm - dry - (Cl) (Possible Fill) I ~ I 2SS 5 ~ i 4.0 . ~ Brown Sandy lean Clay, trace gravel - firm to I ~ ,. 3SS stiff - (CL) (Possible Fill to 6 feet) 5 e 0 6.0 , . , 4SS 15 ~ 0 - I I . --l I , ~ , SSS 13 ~ 0 ".-.. I ~ I I . I I I I ~ I . ~ BSS 13 0 I =1 I I I I ~ 7SS I 14 ~ 0 ...2Q - . End of boring at 20 feet Hollow stem auger used full depth Borehole backfilled with cuttings I r WATER LEVEL OBSERVATIONS 1 W.L. Groundwater not encountered whil W.L. drilling or after HSA removal WL. I I Boring caved at 16 feet after HSA removal] I BORING STARTED BORING COMPLETED RIG CME-750D DRAWN KMB JOB. 11068 The stratification lines represent approximate boundaries between soil types: insilu the transition may be gradual. _ ~~E_co.N~E1S,INC.. 1.eooD21stA..... No. I "",,, MN55447 (783) 559-1859 7/26/04 7/26104 I DRILLER MN i APPROVED CAU I SHEET 1 of 1 PROJEC T Propcsed New Horizon Child Care Center CLIENT New I ~oriz In Child Care Iii w ... W l.'l -' z ~ ~ ~ 0 ~ ~ ~ I-~ ~ '" r ( II" I ~ W In ... :E w ::> ~ z ~ ~ Cl. :E ~ ~ ~1 .~ 2SS ~ 3SS ~ 4SS ---1 ~ 5SS ~ ~6S) ~ ~7S:; ..20. _ . po ,. ,.. ,.. ,.. .. ".--.. .. .. .. .. .. . I .. 10.6 14.0 V 18.0 LVU vr DVI"UI"tU D- ~ SITE Prior Lake, Minnesota ARCHITECT-ENGINEER Portfolio Design Services ONCONFINEO COMPRESSfVE STRENGTH TONsn=r.z (tip) -0- 3 DESCRIPTION OF MATERIAl SURFACE ELEVATION ~ l' 874.5 2" Topsoil over dark brown and black Sandy lean Clay, trace organic fines, wood fragments - stiff to soft - (CL) (FILL) 6.0 Brown lean Clay with Sand, trace gravel - stiff to firm - (CL) (FilL) Dark brown lean Clay with Sand - (CL) Brown and gray Sand lean Clay, trace gravel - stiff - (CL) Brown poorly graded Sand, trace silt, gravel - medium dense - wet - (SP) 19.8 - \Brown Sandv lean Clav. trace Qravel - (CLl End of boring at 20 feet Hollow stem auger used fun depth Borehole backfilled with cuttings W 'TER LEVEl OBSERVATIONS w.L.lfiLJ 18 feet while drilling W.L. w.L.i r "" ~ ... 0 '" -' w !!!. ..... U,I t.LI ;i ~ ::l o=> -' w (I) ~ 3i ~ z 2 . . WATER CONTENT % --e-- STANDARD PENETRATION (BLOWSIFOOT) --@--- 10 ,.., e ~ Ii I I 4~ I 4~ ~ \ . ~J I I 1 1 I 7 ~ 0 i lC i i 1 I I I I I I 9 4 ,. . 0 I I \ 13 . o I BORING STARTED BORING COMPlETED RIG CME-750D DRAWN KMB JOB. 11068 The stratification fines represent ap..,_.~...~'e boundaries between soli types; insitu the transition may be gradual. ~ ~~~~INC... 14000 21. A-.. No. I" .,....MN554Q' , (183) 55G-1858 .. Boring ClIVed at 15 feet after HSA remova~ 3D 40 60 7/26104 7/26104 . DRIUER MN APPROVED CAU SHEET 1 of 1 I-V\,;II vr DVnll'WU D- ,:) ~ PROJECT Proposed New Horizon Child Care Center CUENT New Horizon Child Care I"'"' ~ I a:: w m ... ::;; w => w Z w u. W D.. '" ~ ~ t := c w < z Q '" < ~ 1SS ~ 2SS ~ 3SS ~ 4SS .~ ~ 5SS ~ ~ 6SS ~ ~ 7SS . . . . . . _. . . . . . , - I . r W.l.l w.l.! W.l.l Prior lake, Minnesota ARCHllECT-ENGINEER Portfolio Design Services UNCONFINED COMPRESSIVE STRENGTH T~ fOp) -0- 3 SITE ... w S io' -' ~ DESCRIPTION OF MATERIAL ...;> UJ < en ....;I > ::r: W m ~ 0 to- CIJ - a:: ~ ;i 1--: ~ w < u=> .... ~ ~ SURFACE ELEVATION --:t ~ 13 :;: s: '" l' 874.9 C/) a:: Z ...Jl..6. Dark brown Sandy lean Clay, trace organics _ I \{CU lToosoil\JFllL) I Brown Sandy lean Clay, trace gravel - stiff to very stiff - (Cl) (Possible Fill) 21 9.0 Gray brown Sandy lean Clay, trace gravel - very stiff - (Cl) 20 17 18.0 Gray Sandy lean Clay, trace gravel - very stiff -(Cl) 16 End of boring at 20 feet Hollow stem auger used full depth Borehole backfilled with cuttings WATER LEVEl OBSERVATIONS Groundwater not encountered while drilling or after HSA removal 2 ~ . WATER CONTENT % --e-- STANDARD PENETRATION (81.OWSIFOOT) 15 --@-- " 20 30 "" 50 I If,9 0 I I ~ 0 I I ~ 0 \ \ ,. (~ . 16 13 iOo , I I I I , 1 I J ~ I I I I I I lf9 o o BORING STARTED BORJNG COMPlETED RIG CME-7500 DRAWN KMB JOB # 11068 The stratification lines represent approximale boundaries between soil types; insilu the transition may be gradual. ~. ~E_C~N::;~INC.. 14OD021stA~No. -, ."...~, MN55447 (763) 559-1851 . Boring caved at 16 feet after HSA removal 7/26/04 7/26/04 ORILLER MN APPROVED CAU . SHEET 1 of 1 , ~ r r ~ I I r ,.. ,.. .. .. .. r-. .. .. .. .. .. . I .. r .. ...__ _. '-'-.........u u-.,. PROJE' :T ProE )sed New Horizon Child Care Center CLIENT New Horizon Child Care II: w lD Iii ::E ::> w zw "- wtL ~ j(~ 11. ::EO w <z 0 <n< 1>S -5. ---1 ~ ---1 ~ ~ ~ ~ 7)S ...2ll.__ ". Prior lake, Minnesota ARCHITECT-ENGINEER Portfolio Design Services l... ....... ..~....:- COMPRESSJVE SiRENG11i TON~ (Qp) -0- 3 SITE t-- W W "- W C) -' z w < i:i :l: -' 0 a: ~ ~ g SURFACE ElEVATION --:L s: II) , an.6 --'l.6. \Dark brown Sandy Silt, trace organic fines - (MlllToDSOU\. (Fill). Brown Sandy lean Clay, trace gravel - very stiff to stiff - (Cl) (Possible Fill to 6 feet) DESCRIPTION OF MATERIAL 2lS 3lS 6.0 4lS 5lS 6lS End of boring at 20 feet Hollow stem auger used full depth Borehole backfilled with cuttings NATER LEVEL OBSERVATIONS I W.L Groundwater not encountered while! W.l. drilling or after HSA removal I W.l. I Boring ::aved at 18 feet after HSA remova~ I t ~ I- 0 ffl -' I- en e. -'I- W ex;, -I ::I 0;:> -' W en ~ ~ ~ :Z I WATER '-'VAleNT" --e-- STANDARD PENETRATION (BLOWSIFOOT) --0-- 3D 15 10 ~~ \ \ i? I I ~ 1. e 2 20 , " ~O / / / o I I I I I JOB, 11068 The stratification lines represent A..~, _~mate boundaries between soil types; insitu the transition may be gradual. ~ ~ME.~N~~..INC.. 14000 21slA......No. Mil. r..... UN55447 (783) 559-185U -'--'-"-'---'~'-----,----'-"'-'~-~-'-'--'--~---- 18 17 28 15 , / ~ I I I I I I I I ~ I I I I I I 2J 14 12 BORING STARTED BORING COMPLETED RIG CME-750D DRAWN KMB ~ . .. Sll o () 7/26104 7/26104 ORIL1.ER MN APPROVED CAU SHEET 1 of 1 Prior lake, Minnesota ARCHITECT-ENGINEER Portfolio Design Services ------.-- UNCONFINED COMPRESslVE STRENGTH ~ (QpJ j:' -0- !:!:: ~ ~ 4 ~ ... 0 '" -' w e. ...", 4' I- .~ lfrl~ ~ D. W , ,w Ir. Z ...~ vr g",,,,,.'fU D- g .. PROJECT Proposed New Horizon Child Care Center CUENT New Horizon Child Care ... w W u. a: ui w Cl m ... z tii ~ ~ :1: w zw w-, 0 u.. W Q. < tid:a:... D. ::;; 0 ~ ~ SURFACE ELEVATION ~ :!1 ;)j~s: '" '8702 --&.-4-h Black Sandy lean Clay, trace organics - (CL) /. lSS C \(Toosoill IFILl) Brown Sandy lean Clay, trace gravel - stiff to firm - (CL) (Possible RII) SITE ,r- .. DESCRlPTION OF MATERIAl I . . . 2SS ~ 3SS 6.0 ~ Brown Silty Clay, trace sand - stiff - (CUML) 4SS ---j 9.0 ~ Brown lean Clay with Sand, trace gravel - stiff 5SS - (CL) .-... . . . . 6SS . 1<; End of boring at 15 feet Hollow stem auger used full depth Borehole backfilled with cuttings . . . I . r WATER LEVEL OBSERVATIONS J Groundwater not encountered whilej drilling or after HSA removal j J I Boring caved at 10 feet after HSA remova . BORING STARTEO BORING COMPLETED RIG CME-750D DRAWN KMB JOB # 11068 The stratification lines represenl ap~, ".~..,~.< boundaries between soil types; insnu the transition may be gradual. ~ GME CONSULTANTS,INC. ~Iclla..'" MIftrtaIs E.. ,,,I 1400D 21st AvtnJe No. Mil.. . MN55447 (783) 55-1859 w.L./ W.L. WL.! . WATER COIllTENT % --.-- STANDARO PENETRAnON (BLOWSIFOO'l) --@-- ,. 2ll 30 .. 50 , I 17 . I (9 o~ . I I ~ 1. . 0 \ . ~9 s 10 7 10 s I I ~ dI I I I I I I ~ s 18 .0 5 7126/04 7126/04 I DRILLER MN APPROVED CAU I SHEET 1 of 1 Prior Lake, Minnesota ARCHllECT-ENGINEER Portfolio Design Services ~ UNCONf1NEO COMPRESSIVE STRENGTH TO~ (Qp) ~ 2-~- 4 >- ~ l:J ..J .... C/J e. ..J >- LU cC....I 3 o=> w (f) ~ IL LU z' .,0:: L.V\OlI vr Qvrunu g- 0 r PROJEqT Propdlsed New Horizon Child Care Center CLIENT New Horizon Child Care SllE r- ~ ... w W LL I 0:: ui LU Cl m -" z I- ::; >w <( w => :!: ~z~~o ~ ~ a= c( i!: >- IL ~ l:! ~ ~ SURFACE ELEVATION -:t :!:"'e~t; '876.7 ~ -'l.fi Dark brown Sandy lean Clay, trace organic H S \fines - (CLl fToDSOiI) (FILLl Brown Sandy lean Clay, trace gravel - stiff - =-l (CL) (Possible Fill) ==J 2&S ~~S ~ 4SS ! DESCRIPTION OF MAlERlAL IP IP '" 6.0 '" Brown poony graded Sand with Silt, trace gravel - medium dense - damp - (SP-SM) 7.8 .. Brown Sandy lean Clay, trace gravel - stiff - (CL) sss ....1!l__ '" .'--' End of boring at 10 feet Hollow stem auger used full depth Borehole backfilled with cuttings '" .. . . . ~ I . W ~lER LEVEl OBSERVATIONS I I3roundwater nol encountered while! <trilling or after HSA removal I I I Boring cc,ved at 6 feet after HSA removal I -- GME CONSULTANTS, INC. a . ..11., ........ E 14000 2181: A\WlUe No. Mo.. MNS5447 (783) 559-1fl59 1~ 13 1~ 19 15 , WATER CONTENT % --e-- STANDARD PENElAATION (BLOWSIFOOl) ,. --@-- '" !'") 20 '" ~ , , ~ I I ~ \ \ ~I o o , I ~ o BORING STARTED BORING COMPLETED RIG CME-750D DRAWN KMB JOB # 11068 The stratification lines represent approximate boundaries between soil types; insitu the transition may be gradual. r W.L. W.L. W.L. . 7/26104 7/26/04 DRILLER MN APPROVED CAU SHEET 1 of 1 PROJECT Proposed New Horizon Child Care Center CLIENT New Horizon Child Care t- w W lL W Cl z <( J: <.> "" g CIJ .. (' .. I rr: w 1Il -' t-:; w w::> > w z w w ~ W Q.. ...J ~ it ~ ffi ~ ~~ i '~ 1SS ~ 2SS ~ .. Prior Lake, Minnesota ARCHITECT-ENGINEER Portfolio Design Services UNCONFINED COMPRESSIVE STRENGTH TONSIFT?! (Op) -o- S ........_..,. ........'''.._ __ I SITE DESCRIPTION OF MATERIAl SURFACE ELEVATION ---:l 'f 868.5 4" Topsoil over brown Sandy lean Clay, trace gravel - very stiff to stiff - (Cl) . 3SS 6_0 . Brown and gray Sandy lean Clay, trace gravel 4SS - very stiff - (CL) . ---1 9-0 Brown Sandy lean Clay. trace gravel - very SSS stiff to stiff - (CL) . r- . . ~ 6SS . . . . I . End of boring at 15 feet Hollow stem auger used full depth 8_. ",:'_1", backfilled with cuttings WATER LEVEL OBSERVATIONS W.L. Groundwater not encountered while W.L. drilling or after HSA removal w.L. r ~ ~ Ii; 9 w ~ t-CIJ ci!:i ~ <.>::> -' w en ~ ~ ~ z 2 4 s WATER CONTENT % --e-- STANDARD PENETRATION lBlOWSIFOOT) --@-- '0 2D ,.., -, '" 17 i~ I I ~. I I CQ.; 0 " () 1~ 10 " 22 ~P>() I I I 16 ~ 0 I I I I I I (~; 11 o BORING STARTED BORING COMPLETED RIG CME-750 DRAWN KMB JOB. 11068 The stratification lines represent approximate boundaries between soil types; insitu the transition may be gradual. ~ ~::~~,.INC...., 1400021.A........ No. Mi.... .' MN 55447 (763) ........ . Boring caved at 9.8 feet after HSA removal 7/30/04 7130104 DRILLER MJB APPROVED CAU SHEET 1 of 1 ..---. u"",n,..'tU g- 0 PROJE CT SITE r Pro.~ osed New Horizon Child Care Center Prior Lake, Minnesota CUENl ARCHITECT -ENGINEER Nev. Horizon Child earn Portfolio Design Services r ... UNCONFINED COMPRESSfVE STRENGTH ~ (Qp) w r w ~ -o- IL I 0:: w' 2 3 . . W 0 DESCRIPTION OF MATERIAl ~ III ..I Z ... WATER ... ::;; w <( '" 0 ..I CONTENT % w => > J: W !!!. I w zw w '-' ..", --e-- IL ..I wD. ~ ..I.. W ,,: ;r~ 0:: ~-' ::J STANDARD PENETRATION (BLOWSIFOOT) t w ~ 1'-' ::J -' ::;;0 ... SURFACE ELEVATION -. w'" ~ --@--- w <(Z ~ .. D.W .. 0 "'<( '" 869.4 "'0:: Z .0 2D 3D <0 .. , ~ 2" Topsoil over brown Silty Sand, trace gravel ~ BS - loose - dry - (SM) 9 .. 2.0 ~ Brown Sandy lean Clay, trace gravel - stiff _ \ 2~S (Cl) 13 ~ 0 \ ... ~ 4.5 \ 3>5 Brown lean Clay with Sand, trace gravel - stiff I 15 I~I 'I 6.0 -(Cl) .. ~ 4,S Brown and gray lean Clay with Sand - stiff - I8l o~ I 7.0 12 ,(CLl Brown fine Silty Sand - damp - (SM) \ \ .. ---j \ 9.0 \ '~ Brown lean Clay with Sand, trace gravel - very ~ 5:;5 stiff - (CL) 19 .. -- , ~ , , , .. 13.0 I =l 61;S Gray brown Sandy lean Clay, trace gravel- ~~ stiff - (Cl) 14 .. ...15. _ _ End of boring at 15 feet .. Hollow stem auger used full depth Borehole backfilled with cuttings .. .. , I .. V rATER LEVEL OBSERVATIONS 'W.L Groundwater not encountered while W.L. drilling or after HSA removal W.L. " Boring c ~ved at 12.1 feet after HSA removai BORING STARTED BORING COMPLETEO RIG CME-750 DRAWN KMB JOB" 11068 The ~~ ~~r_~,," lines represent approximate boundaries between soil types; insnu the transition may be gradual. ~ ~~~~:S:INC... 1<<100 21slAwrue No. ......... MN 55447 .. (763)559-111:59 7/30104 7130/04 DRILLER MJB APPROVED CAU SHEET 1 of 1 r PROJECT Proposed New Horizon Child Care Center CUENT New Horizon Child Care ... w w ... W Cl z '" :c (.) ~ ~ '" ~ r- .. I a: w lD .... ...::; w lli ~ w .fij u.. wo......I t ~?; ffi D.. :e 0 J- ~ ;:j~ ~ ~ 1SS ~ 2SS ~ 3SS =l4SS =-1 5SS ~ .. .. . . . . ,-- . . . . I . r W.LI W.L W.L! I SITE . Prior Lake, Minnesota ARCHITECT -ENGINEER Portfolio Design Services UNCONF1NED COMPRESSIVE STRENGTH T~ (QfJ~ -0- ~ L-_~ vr &;;:UJI"I"U D"" :J DESCRIPTION OF MA TERIA1. SURFACE ELEVATION ~ , 868.5 6" Topsoil over brown Silty Sand, trace gravel - medium dense to loose - damp - (SM) 7.5 -8Jl,Brown Silty C1av, trace sand - (CUM!,) Brown and gray lean Clay, trace sand - stiff _ (CL) End of boring at 10 feet Hollow stem auger used full depth Borehole backfilled with culti ngs ,.: I!: ~ ... 0 ffj .... J- CIJ e. .... I- W '" .J :::> (.)::l .... w en ~ 5; ~ z ~ C:.E~~~.INC... 14000 21. ^___ No. _MN!I5W (763) 559-1859 . Boring caved at 7.6 feet after HSA removal The ""~, ...;.;;;....a;.;...... lines represent approximate boundaries between soil types; insitu the transition may be gradual. WATER lEVEL OBSERVATIONS I Groundwater not encountered while! drilling or after HSA removal I J I J I WATER ,""VI-.ICIT% --e-- STANDARD PENETRATION (BlOWSlFOOT) --@--- 3D '0 13 ~ \ \ ~ I I g~ i I I ~ \ UJ ;9 ~ 18 10 8 11 BORING STARTED BORING COMPLETED RIG CME-750 DRAWN KMB JOB # 11068 2 '" . 5 40 50 OR . 7/30/04 7/30104 DRIlLER MJB APPROVED CAU SHEET 1 of 1 MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health REPORT ON PLANS Plans an<. specifications on plumbing: New Horizon Daycare, Fountain Hills Drive, Prior Lake, Scott County, Minneso a, Plan No. 050657 OWNER SHIP: New Horizon Daycare Company, 16355 36th Avenue North, Plymouth, Minnesota 55446 SUBMll TER(S): Century Plumbing, Inc., 444 Maple Street, Mahtomedi, Minnesota 55115 Plans Da ted: August 9, 2004 Date Re( eived: October 5, 2004, August 16,2004 Date Re' 'iewed: October 7, 2004 SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the Minnese ta Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which this pluTI ,bing system is connected. The review is based upon the supposition that the data on which the design is based ar, , correct, and that necessary legal authority has been obtained to construct the project. The responsi )ility 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 I :are 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 retai led at the projectlocation for future .~:~.~~ce. INSPEC nONS: All plumbing installations mnst be tested and inspected in accordance with the requirements of the Millllesota 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 til ae of the roughing-in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code. A mano neter 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 DepartTI lent of Health when an installation for a state contract job, licensed facility, or project in an area where there is 10 local administrative authority is ready for an inspection and test. To schedule inspections, contact the state ph mbing 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. REQUl REMENT(S): 1. As mming a maximum developed length of pipe of 100 feet and a building water pressure at the meter be' ween 46 and 60 psi, and using Minnesota Rules, part 4715.3800: a. The cold water supply line serving Room Nos. 117 and 119 must be at least 1 inch in size. b. The cold water supply line serving Room No. 109 and the exterior drinking fountain and hose bibb must be at least I inch in size. c. A water distribution branch serving two tank-type water closets must be at least 3/4-inch in size. 2. D( uble wyes may not be used for drainage fittings in the horizontal position (see Minnesota Rules, pa t 4715.2420, subpart 3). Proper pipe slope cannot be maintained on both of the offset branches. 3. CI anges in direction in drainage piping must be made by appropriate use of wyes and bends. Sanitary tees arl: not allowed where lhe direction of flow changes from either vertical to horizontal or horizontal to he rizontal (see Minnesota Rules, part 4715.2410). --!.-. ,_....--.------,_._..,'_...._.._.~._...- -..----.-.,--..--..-.------- - --..--...,-----. --- ---_._-_.~-_.- New Horizon Daycare Plumbing Plan No. 050657 Page 2 October 7, 2004 4. Faucets equipped with threaded hose connections must be provided with approved backflow preventers. This shall include the mop sink faucet. 5. Vent pipes shall be at least 2 inches in diameter through the roof and must terminate not less lhan 12 inches above the roof (see Minnesota Rules, part 4715.2530, subpart I and subpart 2). The plans show a 1 Y:z-inch vent serving a single lavatory (F-4) extending through the roof. 6. Equipment used for heating water or storing hot water shall be protected by approved safety devices in accordance with Minnesota Rules, part 4715.2210 and part 4715.2230. 7. PVC plastic pipe used for the drain, waste, and vent system shall comply with ASTM Standard D 2665, D 2949 or F 891 (see Minnesota Rules, part 4715.0570 through part 4715.0600). Plastic pipe 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. 8. The PVC plastic pipe material to be used for the building sewer must meet one of the following ASTM Standards: D3034, F789, D2665, or F891. The installation must comply with ASTM Standard D2321 (see Minnesota Rules, part 4715.0530). 9. The building sewer must be installed with a uniform slope of at least 'I.-inch per foot (see Minnesota Rules, part 4715.2400). 10. High-density polyethylene (HDPE) pipe is approved for site storm drainage in 12-inch to 60-inch sizes only. The pipe must comply with AASHTO M294 or AASHTO MP7 with ASTM D3212 fittings (see Minnesota Rules, part 4715.0540). The installation must comply with ASTM Standard D2321. Water-tight joints must be used. 11. The plans and specifications were prepared by a licensed master plumber. The plumber who has prepared the plans is the only one that can use the plans for construction. If another plumber is contracted to install the plumbing, they must submit their own plans and specifications for the project. NOTE(S): 1. The scope of this project consists of the construction of a new building. The plumbing installation includes water closets, lavatories, a prep sink, a dishwasher, a hand sink, a mop sink, exterior drinking fountains, an interior drinking fountain, counter sinks, floor drains, roof drains, and hose bibbs. The grease interceptor shown on the plans has been eliminated from the project. 2. This facility will be served by new municipal water and sewer service connections. 3. The submitted information indicates that the traps for the exterior drinking fountains will be removed and the water is to be shut off for winterization. New Holizon Daycare Plumb in, ; Plan No. 050657 Page 3 October 7, 2004 Authoriz ,tion for construction in accordance with the approved plans may be withdrawn if construction is not undertak ,n within a period of two years. The fact that the plans have been approved does not necessarily mean that reco mnendations or requirements for change will not be made at some later time when changed conditions, addition~l information, or advanced knowledge make improvements necessary. a~e~[? L Colleen, I.. Erickson Public H ,alth Engineer . Envirom lental Health Services Section P.O. Box 64975 St. Paul, Minnesota 55164-0975 6511215- )839 CAE:sas cc: Cen :ury Plumbing, Inc. Nev' Horizon Daycare Company ~ Mr. Robert Hutchins, Plumbing Inspector EH~: File , ~. ~.:...:...< '~':h':"~'j'<-;;:';r..":~~;;-i;;,;:;j~~..:.:';;:.i;,,~it.,.~i':+; ".A";' '. ';'-.." _"_~'--'~'_'" ':',~;:~;:,,""',,::,;',''';;;'~:_~~,;';':;';_'';:''<__.'_u_,,_--:'' '___' '-1 !:~~J~~JP 2340 North Lexington Avenue Roseville, MN 55113 (651) 631-1300 FAX (651) 631-1500 www.rosewoodoortfolio.com MEMORANDUM DATE: September 8, 2004 TO: RObert~ FROM: Dano'~ PROJECT: New Horizon Childcare Center .. RE: Response to Comments posted Sept 8, 2004 The following are a list of responses to you comments regarding the plan review for the New Horizon Childcare Center in Prior Lake, Minnesota: 1. See revised sheet CS-2 for second exit. 2. See revised sheet CS-2 for recalculated occupant loads. 3. Doors 101A, B, and C have been changed accordingly on all plan sheets. 4. A copy of Minnesota Rule 3 is attached. 5. Specifications and details of the hood on sheet A2.4 will be provided when the equipment subcontractor is awarded. 6. Plumbing plans and kitchen plans have been already submitted to the Department of Health. 7. Acknowledged. 8. Stairway for diaper has been converted from a building fixture to a piece of furniture with casters. 9. Room 115 has been converted to a unisex. According to IBC Table 2902.1 we have 1 restroom per 50 adults. There are 25 staff members. Restroom 122 will be left for the school age because there is a supervision risk would be a door leading into the hallway. 10. See sheet A2.8 for the handrail detail on the rooftop stair. 11. Attic ventilation calculations have been provided on the revised A2.9 sheet. 12. On sheet A2.8, a note has been added to the specifications regarding IBC 2603.4.1.5 with a requirement for shop drawing approval. I have also contacted the roofing contractor to send you a specification of the roof to be used. 13. All the wall sections now show %" T&G sheathing for the roof assembly. 14. The sign contractor will provide structural calculations when the sign permit is applied for. 15. The plumbing contractor has submitted plumbing plans already. 16. See sheet SP-1 for lock box location. Note: All DRC issues have been addressed and returned to your office. A certificate of survey has also been sent to your office. If there are any other issues, please call me. Thank you Page 1 of 1 F ortfolio Memo