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4891 Steeplechase Ct , • ~ `?"oll Architecture ~ ~ ~ ~ ~ ~ March 26, 2008 Jon Henson Steeplechase of Eagan - Carriages 4876 Steeplechase Way Eagan, MN 55122 RE: Glencoe - TBI Lot #049 4891 Steeplechase Court Dear Jon, For TBl Lot #049, I have reviewed the lruss repair drawing submitted by the truss manufacturer for the addition of a coffered ceiling in the Master Bedroom. I find no exceptions to the repair proposed for Truss ID: C38. If you have any questions or concems, please do not hesitate to call. Sincerely, Toll Brothers, ina 1'-tcr;:h~ r_:;riilv iba.t i75is plan, ~eci_ i7::<iuun, <~; ; c:_zort ~:~as ~;,a*~ared by . ri~e or ~;r,:1e~ r:~y dire:;t sapervision [7 i*c t;;~. I an~ a dul}• I:cersed C P';~ ~ i'ruf%„;s:ona! Bn<~ir.~; r u;:~~erthe r' i_v:s oft~c ~te;c e; i,Fi:.r,esote. ~ ~ ~ f;ir.t;;zme: L~SAp,7.GROSSE l! ~ Si~at-~:c: //U~w`}v( ro Date 3 2!~ o~? Lic e N44g3g ~ Y b ~ ~ Lisa Grosse, P.E. - Assistant Director of Engineering ~ MN License #44835 v ~ ~ CC: Rusty Thurlow ~n LMG/11 0 SECR 1tr0020 ~ Coffered Truss Repair Review EAS7'I;RN DIV[SION 250 (;ibralkir Rond ~ I lorshun~, PA 19044 ~(215) 293-530O ~ FAX: (215) 293-5313 PHILADELPHIA ~ ORLANDO ~ SCOTTSUALF. ~ DALLAS ~ DENVfiR ~ LOS ANGELIS ~1 ''Toll ~Biothel5 COMPANY - 15-1,0"_ -_~.Fi'-1-$" -k ~ . - c ~ ~ i- - C12.. ~ _ ~ ~ ~ ; ~~i1 ~ ~ - - --~-~~d ~ . ~I ~i ~ ~ I I - \ ~ I~,,.... I ~ i ~ 'II i ~I ~ II i ~ \ I 20 ~ I . . - i _1: . _ _.~IIIII I II J I IY I.. ~I J , ! ~ P I~ - 2G ~.~:J.~ ~ I ~ I.~PAII alZll ~ . . ~i I ~~~d I~ I~ I ~ ~i i~G~~~ l.n"' EIJ ~c 11~N~ ~ N, I i . ~ i i !i j~ ~ i ~ c,a ~ c0 ; ~I ~ I ~ ~ ii 01 Cae I~i i ,.F~ . i I ~ I ~ i i ~ i ~ _ cis ~ i I I ~,.II ~I i~' . j I I' / ~-~~°di i ~ i ~ , °'F, ~ / ~ ~ ~ . ~ I ;I~; li I._ u__ N ~ I '.1 c~a.~ ~.ail:=i. ~ . . i i u - ~ j i ~~FF ~ ~i. I ~ Ail "~71 ~7 M_(il ~P` f) , c~~ ~f PLY) ~ i i.~; i.. ~ fas_(2 PLY)-,-T ; ~ li'i ' i ' ` ~ ~ ; ~ -~1-,-~, . C~B / _ i . Nd4r u~ ~ , ~ ~ ~ .s~ i~ I I~~ : y _ a- . _ - ~ ~ i ~ ~ (u z..,a.~. . - ' I I . I , ~ . ~ . -G19 ~ " ~ ~ . _ Ii-'!_..' I i f " : ~ ~ / I ' .iJ.: i _ ~ s' ' ' ' '/F i ~ ___15 9Q9". ;;i.~ 20". ; b I ~,I 'p ~ i, , ~ I i r- il ~ ~ I ' 7 i y ~I , , - ~ j I~ 'i: li :wt l r ~ ~ ~I , ~ I : ~ ' ~ ' ~ ;~vt - I I ~ I ~ 3 ~ ~ II I ~ I i I ~I i ~ ~ N TE ~;M ~ - ~ o o~, I ' ~ s-I i I ~ ; . . . . . . ~ '!i ; i ill II i \ C~0 il I c z-~~2 PLY) ~ ~ ~I,.I j~i~,i M l ~ , ~ ~ ' , i ~ ` ~ No7~ n~ ~ i I I~, i! ~ I i ~N~ i~ i ~ _ ~ ~i ~ ~ ~I~~ ~ ~~I ~'.~~~..._d . " \ J ~ ' ry- ~ ~I ~I~ ~ ~ i 3)(' A nl m _I U U' I i 3 ~'~.U,!c.~~ ; ~ ~ . t •_v~ ~ Iil ( I~ UII Uli ~I o I o n ~ II U II ~ I l)d2a I U'li ~ 1~ ii II I ~ i ~ ~ ~ ~ ~ I i ~ i ~i N_(~TE ~1 ~ I E ~I II co~~~~ (3 ~LY) ~ ~ ~,'ui ~ i I~ i ~i i i i n ~ ~ ~ ' ~ _ ~ i I i , ~ ; coa . NO~f~i12 . ~ _ _ _ 4~' I _ _ _ . . ` ~ ~ _ . .Ili ~ C i . _ . . . coa_ I i _ ~ . . - - - - pl. t ~ i ~ ~ ~ _ + _ - _ ~ i. ~ j - i I__ (5) 7 I ~ i ~ ~ Job Name: TOLL BROS LOTS 46-49 Truss ID: C38 JID:361008 YN4 %-LIIC REM16T SiZE MQ'0 TC 2z9 SPi C2100FI.BB Neb bracieg req~ired a[ <och lom[iw abxu. Requirod 6ea~iog xid[ha and beariog areas 1 0~ G-02 IUGJ 50" 1.0]" BC 2z4 SPF tl/M2-fAN ~ See stand'ard Aebils (T%o1084001~001 revl). V 1y w6eo truss mt f.pported fu a Laiy~e.~. G 14. J x4M IIGR I.50" yTy 2z3 SPF SiUD~GN Platiry~ IpecIS ~elro~lOSTTB~P65ULT OA SupyaT[~M~v Wiod ~ Nav.Wivd BPG NEI~OIM01[!(IS xhuwn ur< bued ONLY 2x9 SPF Si110-GH 94 rucs oes GN n eLe fruvrv mu~~e+~i~l ~ eucL 4erring 2x9 SPP YI/42~GN E-6, ti-S 11UL'[I~LE IAAD CASPS. 1 -96 Ib BXL NANCC9/CLIP NOTE Lm6er shear alloxaNev are per NOS. IP 9ANC6PS AiIE INUICATED ON T6I5 DRAWIMG, 2 -191 IL 't ~M5112G2 igC/[gC a~u.as plate wluex ae based an T9FY 0t8 BASPL UX I.5" IIANCEB NAILS FOR 'Ris trusa is des:~etl us:vg Ue ~ Supyur~ Copuneciion(s)/Ilanger(s) pes[inp nd approql aa requir;E LV I{C I103 LPLY AND 3" W4YG![ NAILS GOP MULiI~PLT ASCE4-9B Niml Spec~ficalian SfE~USP CATnLUCuv Lnri~wntrl IuaJn. and ANSI/TPi and are reported e a aila4le GIIIOELS. iP 2.5" CI.P~ XAiIS AY6 115m, T9E 61dg Pncloaed = Tes, Lpor[ance Fac[or = 1.00 i00. AUORIONAI INSf~LLAiION HUiES eocmentx as EP-l6W ag eSSP-Ilie. fiANCE1S M11ST 6H xfi~8VAL11Aim (iF' OiH¢95). irvas Laca4on = Naf 8nd Zaoe tlr~ Neace OpliFt Heq'd Sixe end wrt:caix ar< tlea: d for ulal Iwds tooded For 10 PSP uen-eo.cummc [CLL. Purr:envdDCeae Live ~ No P~ category = C o~Jy wless uaad otLe`w:se. e1J6 LenptL = 80.U0 ft, Bldg Widt4 = 90.00 ft IOG3 ~44 LG]" p,~~eeaionx above er 6elaw [he [rms p~nPile Ncae .vef hci~Lt = 16.~2 Ft~ p6 - 80 z n98 ~~0~ ~.'+D" (~p ~r~ ~ve 4eeo Aesi6 md for leads TPI Sta~iad ocy, Dead Load = 12.0 psf lnniro~etl nly. Norizontal loade py]iN ac Ueaigned aa Muin Gioa ror~~ x~s:rc:og syac~. the ed uf the <f[evxiou Lave n t Yean ~ LoW.rixe and Coupeeen[s and Cladd~ng esidered uNeas aLewn. ~ drop~le` ko an Y~d6uury .1roa = 28 rqY[ ot6o~riee uosoppurted vall uy ceea[e a . ~inge effec[ W t eeqo.rcs ada:tiavl asa36n pppA]R- iOTfUtl CtlORO tlUST 68 COPPENED AS StlOWN. M~iX UEPLCCfION (.vpan) : con devu[ioe (4y oChvs). L/J9l NEX -G (LiVE) GC L~ I. -n.os" U= ~n.0e" T= ~u.ltl" ALL PLAiBS, UXLESS OTNEiWISB NOiED, ~nu~ xune~ ra~cu: ~ , MOST 6B INTAC'f AND PRESSHD IN TNS ~ cmin~ov~.!i tevs.~vvx.~ rs~ WOOD PE! TPI. (~j° aiu ~ u i a. v z~v - ~~]s{i uoU.~s) o.n . . ec cavr.cuuo. i rens. (uuo. m ~ ' AOEQIlA7ELY S@POYT iN8 TAOSS i.; -sw}~.w~i ~is`~.co~ a.av ~ p 3 UNTIL TNH AEPA78 IS COMPLETE. rs~u - a~ ~.uul~ va~~.~s~ o.¢s ' LEI 1N NPHB6R(S] IB SPHCIPIEO. wa caae.(nux.~i i[ns.[vux.~ csi 7.00 _ " APPLY GUSS8T5 SNUWN WITN 711~ NAILS i-i .me~ip.~cv eo u.ee SPHCIPIED PER COSS6[. i riz i.~;~ e.u ~ USE OS8 OA PLYW000-MIN. SPAN MIINC (29/IB). e.s i eau i.z,l a.~u ' . W7,5X3 TN6 NA]LS MUST ee HVENLY OISIRZBVIEO .~UW.I(;.;51/ 13Z I.BY) U.~9 ~L ~ l4( . 5)/ ' I1.40~ II.I6 TNRO~~+~~~~. ]/16in.O58PPA5panRa~e024/16Exposurel-16'kl6" COSSHf(5) MAY BE APPLIEY OVE9 ]'N¢ tlANCER . ON oN6 FACE. CENT6P0D. PL4NCES (i6 G~OGF OP N]GNEY) OR NOTCNtiO IF TN8 HANCEH GAUGE IS L65S TtlAN 16. DO N02 OVBR CUi. W3X4 9 9 10~(9d-TVP) 8 9-Bd 10 W 3X4 T W2X3 . 30.0" 1 ~-5 4 4... e W3X4 2X4 #1!#2 LET IN FALSE FRAME MAT'L. 6 4... BZ 6 MSH222 2X6 Htlk2 LET IN W'tOB R:84B W:508 -11. ~ ~.00 ~ g U:191 IHF.ftl;lty(`EH'flFt"4'PIA'P'fRLSP1.AI.SPF; R:1063 --~3 ~fl1~ILni'iUtt.qBHRPi)RYYWhSPRLphftl'.U U:-08 4 5 6 ISF~#60HON[11iR:AIYI}IRF:C7'94.TklIF'iSiOti ~ ,1~0'191AFIdiN.lll4Fl,5'ItC{;I5TENE.PPR(~ ~ lfiN[ONt[F1f3RF1£littAItL ~"1p6i~.bY:S ]/16in.OSBAPASpanRaletl24l16Exposurel-30"x00" f51•"PSI1:SiA1C0 HI~i 6 9116in. O50 APA Span Rdt¢tl 24116 EepOSUre 1-24"x40" OX lACX P.1Ctl. P491TION AS SNOIfM. 1'0~M TO PMOPILB. ~ UM PACN P~CE. PoSTTfOM AS StlOWN. iQIM TO PIYFIL[. ~ . ' ' :7i"fJ. ~YP:I,h'Ii.R Ap <onne<lar pla~es art Truswa120 qa. unless preceeee by "W' lor Wave 30 pa.• "HS" lor MS 20 a., "S" br 5518 9a. irom Npine; ? h ~~~<:IS'i likYl06 tiD.2i1 UM TRUSPLIIS G.0 VEN: T6.5.52 ~PrecetleEby"MX"Po~TWMX30ga.o~"H"lar168a.1~emTmswal,posiNanetlpeNOin[De~ail e orts. Ciroled la~esandfalse fnrtwplalezanposi4oreeasSM1ownaOOVe.Shiflpa~leslutlpblezloavoitloverlapwil~s~mct~ r,~a~o=,o~s~;~e,. 3/21/2008 147 - A. 8. C. Mon trose wARNJNGRead all notes on this sheet and give a copy of it to the Erecting Confractor. co~c: Lvuex cuxsex ~ CMN) arni:ae:~a~vi«ao'iranwu,ne~aems~omvu~~~~oiw~9:vs~am. nn.smenea..ee~weuieeua..c~wmaern~.wmwneoim.~~w:wm ' W0: Orive_5_e72246s2_LOOOOSJI00001 amoorein.cmrearcewiinuwwrenivenA~.ai*Rawuanav.~nura.m. eoneporem~nyvmwmeeio-e~m+~up~yac...xy o~memw~. pagnr: TODU ~LC = 22 WT: 88M lo be ~e~J~O Ly IM1e wn'W~~nl ma~lulaelwai ervYOr WbKp Jeagrcr pb lo IaLeuI~M. iM CuiJVg bsl]Mr m,v~ aa/Idln I~a W Mxla TRUSWAL uIII~CaomM:aeso~~e~o~.ae~eirewwiyimposmeymamcae~iama~oee:mmepanmma~.ppoaian r~a.:y~ezaire.m.imeiop<nom TC Llve 38.50 paF DnrPacs L=LlS P=I.15 ~siai~ra~yoaaaeyme~oao.iwarxraamrqamv~ewmm~~eismin.~yd~eny+rqa~dn~y~werwa.~ymi.x~a,~~no~nnw~x TC Oead 10.00 psF Rep Mbr end 1.15 ~wiea. e•avyena,.nismriaivas~rw~~~~om~~.~bmemeersomymreameeucwmwi.~gin rni.w~~y,oromsnaino~wpmceemany pep Mbr Comp 1.00 ~ SYSTEMS ^^`^^'~nw..u~~:.~~~i:w~.~nana~mew~ne.re.aiw..wor~.Y.sow~.~amrq.m=wrv:o~ caaeare.naui.,iwm SC Live 0.00 psf Rep M4r Tens L00 ~ n era~e mi: w.= ~~.o~oro~~...~in uK muow~~u =mmw::'~ani am c~um mi.e R.w~~,oaiwi: aswiwn o-o.~~ rN:wm ~uwre. /rU~OViItliO9CompMO~ISG~oup,lOG. aN51RP11',WiCAI'~WaNTUCSfpaxiolAmvvS'zMaECa95nfleqansBB~es,'WiIDINGCOMPCNENiSPFETTmFORMATICN- B~ ~eYa ~0.00 ~16f O.FSpacing 2- 0- 0 i]<SNOrtM1pa/kOr.51a,f0$~COlo.6yga.~COB49J] (BCSII~OJ~v'dfiC51311MlMRYSHEEiS'byWiCPaMTP1.TNTnp%abNSliWla(LPI)islocale4tl59]O'ONiwLtin.Maliwrt DlS~gY $PCC IYC . w;xo~~sone. rren~.a~~,FO~as,mv,~.~n::a~aiwniucat~•i«aiaaainnisinsv«i.r+w.siemawa:n~~mnocxowe. TOTAL SS.Sq psF pEFL RA'IIO: L/240 TC: L/t8 ~ Address: 4893 Steeplechase Ct. Zip: 55122 77797 THE FOLLOWING ITEMS WERF,/WERE NOT COMPLF,TE AT FINAL INSPECTION ON : Yes No Comments Final grade - 6" &om siding Permanent ste s - garage Permanent ste s- main entry Permanent driveway Permanent as Retainin Wall or 3:1 Max Slo e Sod/Seeded lawn TraiUcurb dama e Porch Lower level finish ` Deck ' Fireplace . Verify with your builder that roof test caps &om the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potenUal exists. • Call the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing irrigation system. - ~ BOILDINGINSPECTOR: ~ ~ . GBldg Insp/Forms/2007/Chm:klis[s P~~ 8~~ 3 -os Feb. 13. 2~06 _11:36PM nc,a~,~vuo lr.YU 6128252303 " RAY N WELTER HEATING N0.2~95 ~~+~+E 03/03. Date: 2/13l08 eNsfon Date: 2l13108 New Constructian Sifs I~Honnation Adtlr08s 1: 4893 SteepleChase Court Project Steeple~hase ot Eegan .,.M . _ Address 2. Lot: 48 Block: 6 City, Eagan County: Subdivision: AvalicaEion InfOfma~2~1 Business Name: Ray N Welter HVAC MN Contractor Licenss CoMact Peraon. J~E OfFce Ph: 612-825sas7 Fax: Cell Ph: Address 1~ 4637 Cnicago Ave. So. City: MPLS. Stste: MN, Zip Gode= 55407 Square Feet 3988 eq, ft. Avg. Ceiling Ht: 12.5 Number aF Bedrooms: 3 ft V alanced Total Ventilatian Capacity : 278 cfm. Minimum Continuous Ventila~on :80cfin, IntermlttenE Ven6lation: 158 cfm. Combustion AonlianCe Water Heatel': Power Vent Input BTUs: 80,000 Independsntly Vented FumacelBoiler. Direct Vent/Seeled Combustion Input BTUs~ 80,000 Ind~pender~tly Vented otlter Combustion A tiances G~s flred Direat Vent Fireplace(s): Yes Gas Fired Power Vent Ffreplars(s): No Gas Fired Natural ~raR Fireplaca(s): No Solid Fuel Appliance(s): No Exhau~t Eaa oment Cantinuous 6chaust Ventflatfon Cepecity (cfm); NA Ciothes Dryer (eim): 135 Exhaust Fan Radng (cfm): 500 Make-UD Air No P/fake-Up Air Required by Code Combustion Air Mlnlmum Combusdon Air Requirements Met. Applicant Name (print)_ fj~~G.t. ,~~rs~ - 5i9nature/~ate' ~ - ~t~ Code dPfidal (print): SignsturelDat . ~ 200d CentuPoint Encrgy Minrfegs9co, 2004 jv~echanical Cade Guidetines. PeSa ~ Address: 4895 Steeplechase Ct. Zip: 55122 Permit: 77792 THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FQJAL INSPECTION ON :~~F . Yes No Comments Final grade - 6" from siding Permanent st s - arage Permanent ste s- main entry Permanent driveway Permanent gas ~ Retainin Wall or 3:1 Maac Slo e Sod/Seeded lawn TraiUcurb dama e Porch Lower level finish Deck Fire lace • Verify with your builder that roof test caps from the plumbing system have been removed. • Tum off water supply to the outside lawn faucets before freeze potential exists. • Call the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing irrigation system. V BUILDINGINSPECTOR: ~ / GBldg Insp/Forms/2007/Checklists o y-` (7~ ~.,.~a}~ c.~„_ ~~,.L Address: 4897 Steeplechase Ct. Zip: 55122 Per 't: 77801 THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FP1AL INSPECTION ON I~ T Yes No Comments Final grade - 6" from siding Permanent ste s- gara e Permanent ste s- main ent Perxnanent driveway Pennanent gas Retaining Wall or 3:1 Ma~c Slo e ~ Sod/Seeded lawn TraiUcurb dama e Porch ' Lower level finish Deck Fireplace • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outride lawn faucets before freeze potential exists. • Call the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing irrigation system. ' J BUILDING[NSPECfOR: ~1 G/Bldg Insp/Fortns/2007/Checklists i . ~ . ~ _ -n~i> jL 77787 ~~y.~l:~~ ~789 , qv.5v 7~79 ~ cyp. ~zoo6 RESIDENTIAL BUILDING rEx~T arrL~b~.~ ~ 0~~ D City Of Eagan u~1 Mqy 1 1 2007 3y(,U 7'77~/~ 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New Gostrudlon Reouiremenfs RemodeVReoairReoulrements ORice Use Onlv 3 registted sfle surveys show'vg sq. R ot fot, sq. ft of house; and all mofed areas 2 copies of plan ahowmg footBgs, beams, Joisls CeR of Sutvey Recd _Y _ N (20%oax'vnum lot cove~sge a9ow~ ~ ~ 1 set of Energy CalaAations for heated add'dions Tree Pres Plan Recd _Y _ N 2 cop[c~of plen showing beam 6 window s¢es poured found design, etc. i s'rte survey tor edditions & decks Tree Pres Required _Y _ N ~ 1 sel ofEnergy Cakulations Addnion • MMlcafe donsHe uptfic sysfem On-sfle Septic System _Y _N 3 copie~of Tree Preservation Plan If lot piafled afler 7f7193 Rim Jop Deta? Options seleaon sheet (bu~d'ags wiTh 3 or less unds) Minr~gasw mechanical ventilation form ,t GI/~13 /~l~?li I r/ Ii i~ Date I~/ Co trucNon Cost Site lddress UniUSte ' ~.ZZ D Desaiption of Work '-O/+'dL~~"'~~1'1 Mulfi-Family Bldg ~ Y _ N Fireplace(s} _ 0 ~ 1 _ Z Property Owner ~i (~K//r~/~d- Telephooe # ((~f ) bZ Co~troctor /~C- / Address C~ty State Zip ~~u Telephone#(~~) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 Minnesota Aules 7672 Energy Code Category . Residenfial Ventilation Category 1 Worksheel • New Energy Coda Workshael (J submission rype) Submitted ~ Submitted ~ . - • Energy Envelope Calculations Submitted ~ In the I st 12 months, has the City of Eagan issued a permit for a similar plan ba d o ste la~/j~ ~f~ ~ Y _ N If yes, date and address of master plan: ~~~p~~~~~'^" `4Q ~ Licensed Plumber ~~elf~j~ Telephone # (~j) ~l Mechonical Contractor ~l ~~,pr~ Telephone # ((/L) G~G~ Sewer/WaterContractor Telephone#(G~L) I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurat that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of M Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start withoul p~rmit; that the work will be in accordance with the approv in the case of w rk which requires a review a approval of ~ ~ ~ ~ApplicanYs Printed Name ~ Applicant s Signature ~ DO NOT WRITE BELOW THIS LINE ~ ~ Sub TYpes ? 01 Foundation ? 07 OS-plex ? 13 16-plex ? 20 ~Pool ? 3D Accessory Bldg nAtN¢~1 ~ 02 SF Dwelling~- ? OS 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt- Multi ? 03 01 of _ plex ? 09 07-plex 17 Garage ? 22 Porch/Addn. (4sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 OS-plex ? 18 Deck ? 23 Poroh (screenlgazebo/pergola) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Stortn Damage ? 06 04-plex ~ ? 12 12-plex ? 25 Miscellaneous Wark T es , ` 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 ~emolish Foundation ? 45 Fire Repair ? 33 Altere6on . ? 37 Demolish Building* ? 43 Reroof ? 46 Windows/DOOrs ? 34 Replacement •DemoliHOn (Entire Bldg) • Give PCA handout to applicant - . D25C~Iptlon: Water Damage _ Yes ~y aG Valuation a~ Occupancy MCES System PlanReview 100%or 25% 1~-~ Census Code ~ ~ ~ Zoning City Water /L SAC Units Stories Booster Pump # of Units ~ I Sq. Ft. .~Ca~/ PRV ~,~s # af Bidgs Length Fire Sprinklered N~ Type of Const ^ !3 Width ~G REQUII2ED INSPECTIONS ~ Footings (new bldg) g Sheetrock ~ _ Footings (deck) ~ ~ Final/C.O. ~ Footings (addition) - - ~ ~ ~ -Final/No C.O.~ - - - ~ - . ~ ~ ~ Founda[ion HVAC Drain Tile ~ Other Roof ~ Ice & Water ~ Final _ Poo] Ftgs Air/Gas Tests Final ~ Framing _ Siding _ Stucco Lath ~ Stone Lath _Brick ~G Fireplace ~C R.I. ~ Air Test ~ Final _ Windows ~ ~ Insulation _ Retaining Wall Approved By: Building Inspector - Base Fee ~ /GO UN ~i~+'/Saah t3~'^~T ',l / ~o ~ ~'J ~------3 ~ 550 Surcharge 1',r/=~.iL 75~`~ /73/2zLo PlanReview 6'yo g ~°'0~2<i~ ~3~'l~,~C 7Y~ ,~F~7~~ MC/ES SAC ~~o~icn ~o~~c y 7 z s°° c~ry snc 5,s,~rtSiL ~ 3yl~ C ~s~ 1y 6~~!Z Utility Connection Charge f S&W Permit & Surcharge ~ ~'3 ~gz 3G Treatment Plant License Search Copies Other Total • Perntit Number REScheck Compliance Certiticate che~kea ByiDate 2003 IECC R~Scheck Softwaze Version 3.6 Release la Data filename: K:\ ENGINEERING SERVICES\ HVAC DEPT\_Energy CalculationsVviN~Sreeple Chase of Eagan- Carriage-SECR\049\Glencoe-Classic-049-Revised.rck PROJECT TITLE: Glencoe Model ~0~.~~~~ CITY: Minneapolis STATE: Minnesota HDD: 7981 CONSTRUCTION TYPE: Multifamily WINDOW / WALL RAT10: 0.12 DATE: OS/07/07 DATE OF PLANS: OS/07/2007 PROJECT DESCRIPTION: Sleeplecliase of Eagan - Carriages- SECR 4891 Steeplechase Court Ea~an, MN 55122 Block 6, Lot # 049 DESIGN ER/CONTRACTOR: Toll Brothers Inc. PROJECT NOTES: Elevation: Classic Options: 007, Otb, 029, 151. Kunjal Patel Task 50688 Order 13369 COMPLIANCE: Passes Maximum UA = 551 Your Home UA = 321 41.7% Better Than Code (UA) Gross Glazing Area or CaviTy Cont. or poor Perimeter R-Value R-Value U-Factor UA Plat Ceiling: Flat Ceiling or Scissor'fruss 1705 44.0 0.0 46 Sloped Ceiling: Cathedral Ceiling (no attic) 256 44.0 0.0 6 Skylight 1: Vinyl Frame:Double Pane with Low-E 16 0.560 9 Misc Ceiling: Flat Ceiling or Scissor Tniss 14 44.0 0.0 0 Garage wall: Wood Frame, 16" o.c. 267 19.0 OA 15 Door 5: Solid 17 0.200 3 Band Joist: Wood F[ame, 16" o.c. 218 19.0 0.0 13 ~ Exterior Wa116": Wood Frame, 16" o.c. 1898 19.0 0.0 96 Window 2: Vinyl Frame:Double Pane with Low-E 250 0350 88 Door 7: Solid 20 0.200 4 Door 8: Glass 20 0340 7 Basement Wall 1: Solid Concrete or Masonry 563 0.0 10.0 31 Wall height: 9.0' Depth below grade: 8.5' Insulation depth: 8.5' Window 3: Vinyl Frame:Double Pane with Low-E 8 0350 3 Furnace 1: Forced Hot Air, 92 AFUE Air Conditioner 1: Electric Central Air, 13 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.6 Release la (formecly MECcheck) and to comply with the ~aadatarpa~y4}iabpAe~~;l~~d yy~~~REScheck Inspecfion Checklist fi~z:tir~n, er s^.pcrt was przparrd by Builder/Desi~,merme or unde: mv direct succrvision Date t+r~i ihat I arn a dulv t.icensed PfOiErsi~;n,l Fr.~;ireer w~der tho la«~, ~i :l~c S[ste uf Alimiesota. }rurt Nar,e: SA M. GROSSL~ Si~.,;rc: a' `Y~i Daze~~]~7 Lice HA4835 ~ . LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPIICATION PROPERTY LEGAL: ~~3y ~QIc~GK ~ <'~2x'3~l~ C~nQ-~- ~Q^'L DATE OF SURVEY: ~'J IQIO~ LATEST REVISION: m ~ c m r U 'a p z a DOCUMENT STANDARDS ~ti • Registered Land Surveyor signature and company yJ ? ? • Building Permit Applicant ? ? . Legal description ,0' ? ? • Address ? ? • North arrow and sraie • House type (rambler, walkout, split wlo, split entry, lookout, etc.) 0 • Diredional drainage arrows with slope/gradient % • Proposedlexisting sewer and water services & invert elevation ~ ? ? • Street name • Driveway (grade & width - in R!W and back of curb, 22' max.) .8' ? ? . Lot Square Footage ,a" ? ? • Lot Coverage ELEVATIONS Existina ? ? • Property corners • Top of curb at the driveway and property line eMensions ? S' ? • Elevations of any existing adjacent homes • Adequate footing depth of sVudures due to adjacent utility trenches ~B ? 0 • Waterways (pond, stream, etc.) Prooosed ? ? • Garage floor ~B' ? ? • Basement floor ~ 0 ? • Lowest exposed elevation (walkouUwindow) E 0 ? • Property comers ~ • Front and rear of home at the foundation PONDING AREA (if applicable) ? ? • Easement line p p ? • NWL ? ~ ? • HWl ? J~ ? • Pond # designation ? ~ ? • Emergency Overflow Elevation ? jX ? • Pond/Wetlandbufferdelineation Y ~ . Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ~ ? ? • Lot Iines/Bearings & dimensions ? • Right-of-way and street width (ta back of curb) ,g~ . Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all strudures requiring permanent foofings) • Show all easements of record and any City utilities within those easements ? • Setbacks of proposed strudure and side ard setback of adjacent existing structures ,t~i ? ? . Retaining wall requirements: Reviewed By: ~ Date Q/.~~ G:/FORMSBuilding Permit Application Rev. 11-26-04 Certificate of Survey ~o<~ TOLL BROTHERS OF ~ 1400 Corporate Center Curve Eagan, MN 55121 4891, 4893, 4895, 4897 STEEPLECHASE COURT ~ EQUIRED ~t ~EC°D 95 _ ~ ~p~, . , s~. ~ ~ ~ ~8a a ~~i°, r~ g t,a g5e g0 ~ kE;~,~ 3:1 MeXi 9m SIOp68 n E`°" ~sAN Ma or Retainin Well WiU N,`• ~5 ~ ~REi 95~OD~i F ~ 4Q~ ~ ~p n IE ,9d1;37 NE Be Required 1 V ~V ZoP 958 I i~l F~ 941709 5}: ~ ~ 'o\ ~e'+ z . t ' 9 's"'~ `n tE ~p0~ A ys ~y ~ `~a~ ~.s S6 ~y00 i -'i~0. iS6, i ~ ~ 4 4oP 95 i.1 145 +0 ? S~q \ _~wd ~ i4s tWS ~ 1 +86 v~i ~ ~ ~5 94955 ~''~!'9S~ '9 ~ ll ~ ~t1 J( ~ 953J E`~y „So,i , too' J 9g)5o 0 ~ a~~,~yl ~i~l •~+,°.4` ~ 46~~' ~R`3''3Z'~ `z ~2 ~ ~1~ G 3~. S 0gp0 ~ ~ ~ J7.~ ~ 'fl0'~ \\to0 ~ s ~ 6 d C~l . E ~5~~ ± 9Sq~ Q ~ pq ~m ~ ~ ~ ~ ~ ` ' L~ p~ C` N Wp~ ST~ N p~ O ~ ~ ~lp ,y, 9~~ 0~ 1 fr,s~"~i~~/ t ~GC~J~6:r~ ~D t~1 ~ Q ,C,~ 1 S) d~, ~ n ~B 6~itET Oia aOD ~ , 9545 9O~.~° ~ - , o? 5~ ~ Sj 9SS8 S¢~ $ C N;, N 935-- ` ~ eW 4.1 p~ov ov V \ o n . J 5 \ e u? e~.~ O• .2 J` ~ ' t ~O q m No 1, R~1 ' 3 [T ` 1 g5~p0 ~55j ~ O C.p~ ~ G~O NJ EaJ e~ 5 ti~ ~ ~ ~ I E i5. A ie ~ ~ p ? ~0 ~ ~ ~r~Op ~ ,;5 E ~ 95t ~ 95 ~ o G-. G W ~ ~ 1 O ~ 5 0 miA 9.2 N7 ~r~' N~ 936. 95 9~1 v ~ ~ L~ ~ m V ~ Nr 5 Sq)l 7~ ~ y - l~\ ~ 9Qa N~ N ^ ' ~ ` \ °o-~, oee~ s (J) ~ ~ ° ~ ~ v R, ~ 'm ~ ` 9 ~4.1 1p~,roW~~ 0 ~ ~ ` Z ~ 2 ,e ~ r ~5< ~ o `~1.5~ : ~~r; ° L ~ t y 9~z5 ~ JQ q , o'~o y' ~ <<oe `m , . ~ ~ r~ q 1 v vM, E~ ~50~'' ~ H ON p9p ?~i0 ~ W~ ~ Opp ~'i x,, s'"£ ~dl ~m (7 \ 8tB' ~ W ~ s ~ F G o lT 1 ~i.8 95~~ F~r ;1 r y ~ rp ~Q`"~ ~ \ 9~84 ~J.29~8B N~frR N 9$ 9S~ A6 S .~y3 i"rt' L.1 y (~lfi t~~ O ~ ~ o- n , O~° ~ur;,.. LL , m e s~ ~9.0 ~ , ~°z ~ O ~ _.VQ \ ~~yl+ , ` ^ s.s ~ro m d woY Y'~ir~ i ~ ~ ~ ~ o ..~Y q. ~ xG' qT '(J' ' v 1 ' 6•S q ~ O~p~ ~ ` + ~ . ~ ~P 9 9'10 3°7 ~ ~O. p~~ ~N S~. ~ 1'm t D R 9 ~ ~~'4% . ' 9~~ ~1,~~~~ 5 a~ o s ~ ~ o p a a ~ ~o.o ,3~•, m 8~ w m F°~ ss ~~`o y-: ~i r ` m O ' ~`~i ~ rpj 6.3N y„"60 954 18 5 sd""~'i{S~`4 ~~.i Y~ ~ B ~~~1 ~ k r ` 9`s. " ~ ~g ~ 1Q v\ 1E ~ ~Y ' 1 u~ '~0 6~.0 i~ S ~5~~ y~ 1"'< : s ~ i 95Y ~ `,ii ~ \ty~P~ 9 9 98 D 9140 i 1 t i+ 1s ~ , ~ 9yB ~Y1~~~SpO ~ 6 ° 9~.8 ~ 9•8 9»W ~ 9r' 'p` ~~oo ~ ~ 4Valkout & Lookout S so~~, Prop. San. & Water Inv. ~ ~~eV ~A~ Elev.=943.6 per RLK Conatructfon ~ 1 p~RtN1ETER CONTROL NORTH plans dated 7-6-OS ~ ~ PLAT BENCHMARK I Contours ahown per appoved grading plan. To Nut H ra~t Lots 1 and 2, Block 3, Proposed floor elevatfons are 1 foot lower P ~ than those ahown on groding plan per 0 30 Steaplechase upproval of platting engfneer. Elevatlon = 989.17 feet (NGVD 1988) SCALE IN FEET SITE BENCHMARK LEGEND Top of offset IP north of northwest comer of building envelope. Iron monument found r- = Dratnage Dlrectlon Elevatian = 954.86 feet, as ahown hereon. p= Offset iron m Proposad 10' contours from grading plan -842- = Proposed 2' contours from grading plan Dralnage & Utllity Easement Existing sonttary sewer AREAS xeoo.o ° Ex(stfng Elevation = Exlating storm aewer Proposed elevotlon from grade Existing water lot 3 Area = 20,508 Sq. Ft. Q = Sanitary manhole Total Condo Area = 7~3,324 Sq. Ft. or development plan ~ a Gate valve 20~ Max. Coveraga = 140,665 Sq. Ft. Proposed elevat(on Foundation Lot 3, Block 6 = 9073 Sq. Ft. ~ = Electrical box Foundation Lot 1, Block 8 = 6876 Sq. Ft. 8earfngs shown ore oeaumed p = Telephone box Foundation Lot 5, Block 8 = 9072 Sq. Ft. FoundatiOn Lot 2, Block 7 = 7108 Sq. Ft. Remaining covarage Available = 108,738 Sq. Ft. PROP05ED ELEVATIONS PROPOSED ELEVATIONS L o t 3, B I o c k 6 4891 & 4893 4895 & 4897 Garage floor elev. = 957•5 Garage floor elev. = 954.5 S T E E P L E C H AS E Top of block elev. = 957•8 Top of block elev. = 954.8 Lowest floor elev. = 949.2 Lowest floor elev. = 9~•2 O F EAGAN Drawn: ~IAG Checkad: MEC Drawing Flle: 700\L3,B6 .DWG DAKOTA COUNTY, MINNESOTA Project No. 2006-408-L Subject to easements of record, if any. o~i~tn, MN. I hereby certify that this survey, plan or report was prepared by Hibbing, MN. . me or under my direct supervision ond thot I om o duly Licensed Ham Lake, MN. Lond Surveyor under the laws of the State of Minnesota. Minnetonka, MN. ~ ~ xv~~'o LTD Phone: (952) 933-0972 April 19, 2D07 ~ Fax: (952) 933-'I 153 ~ Micha I E. Ca non, MN License No. 40035 Date ` www.rik-kuusisto.com . 6'I'1 O Blue Circla Dr. • Suite #'I00 • Minnetonka. MN. 55343 Api ?0. 200] 10', 13am i~\icll B~olhe~s\2006-o08-L\dw9\700\EXPOR~\d-19-07 Andy B\2006-408-L-7tB-13,B6.Awg S~ `7~go ~ 1a79~.~2~ ¢L 77~~-, ~ 006 RESIDENTIAL BUILDING rE~T nrrLi ~ ~~rj" ~ ,7,~~ 77~p 3 Cj'o .-s~ City Of Eagan D 3830 Pilot Knob Road, Eagan MN SSI22 MAY 1 1 2007 ~ Telephone # 651-675-5675 RAX # 651-675-5694 New G~trudion Reouirements RemodeUReoair Reauiremenis ORce Use O~v ?3 0%`~oaximum lot cove2ge a~lowed) of lot, sq. iL of house; an all roafed areaz~ el of Eneigy Cal~cul ~ations tor healed addtl'rons iree Pres P~lan Reecd ?Y _ N. ~copietof pian showing beam & window s¢es; pou2d (ound d el~ ~ V~ ~A~r~idiietedon-sile sep~'Nc system Dn-s0e Sepc S~ _Y _ N y"( set of:nergy Calculalions ~ rC ^ , ~ pieiofTmePreserrationPlandlotplaitedafter7Ml93 apR Ifl1 . im Jop Detatl Oplions selection sheet (buld'mgswfth 3 orless untls) 3 20~] u ~Minngaaco:mechsaical~ventilationform~ . Date I~l ~ C/~ stru~c ' Cost ~~/u-/ Site Addrus ~i~~L-r UniVSte #i ~ , s{~ep~c~~ ~F C~j,~~ Descriptioo of Work Muth-Family Bldg X, Y_ N Fireplace(s) _ 0 _ 1 _ 2 T"' Property Owner J~-' l~CJ//~7~ ~C1 Telephone #(!AS! Co~dractor / Address C~ty State Zip Telephone#~r} COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cazeeorv 1 Minnesota Rules 7672 Energy Code Category , ResidenGal Ventilation Category 1 Worksheet • New Energy Code Worksheel . (Jsubmissiontype) Submiried ~ Submitted ~ ~ • Energy Envelope Calculations Submifted ~ In 1h~12 months, s the City of Eagan issued a permit for a similar pl n base o a r~ast~r plan~~ ? Y N If yes, date and address of masfer plan: ~~~`-t~T'~ Licensed Plumber ~ iephone #(~3) ' Mechanical Confractor ~ ~ ,~lephone # ((/L) ~'~S GF~67 ~ ~~,,A APR 2 3 2007 ~ Sewer/Water Contractor -k.-r.~?o~ Telephone # [~i/L) ' I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accuraU that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of M Statutes; I understand this is not a permit, but only an application for a pernut, and work is not to start without perxnit; that the work will be in accordance with the approv in the case of w rk which requires a review az approval of an ~ ~jCd~ ~ ~ ~.pplicanYs Printed Name Applicant s Signature ~ DO NOT WRITE BELOW THIS LINE ` ' Sub Types ? 0'I Foundation ? 07 OS-plex ? 13 16-plex ? 20 -Pool ? 30 Accessory Bldg p~~~N~q 02 SFDwelling ? OS O6-plex ? 16 Fireplace ? 21 Porch(3-sea.) ? 31 Ext.Alt-Multi ? 03 Ot of _ plex ? 09 07-plex 17 Garage ? 22 Porch/Addn. (4sea.) ? 33 Ext. AR - SF ? 04 02-plex ? 10 08-plex ? 18 ~Dedc ? 23 Porch~(screen/gazebo/pergola) ? 36 Multi Misc. ? OS 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ~ O6 04-plex ~ ? 72 12-plex ? 25 Miscellaneous _ Work T es 31 New ~ 35 Int Improvement ? 38 Demolish Interior O 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration . ? 37 Demolish Building` ? 43 Reroof ? 48 WndowslDoors ? 34 Replacemenf `Demolition (Entire Bldg) - Give PCA handout to applicant ~ . DBSC~IpflOfl: WaterDamage_Yes Valuation ~t'~l ~p~ Occupancy y R J 3 MCES S stem Plan Review 100% or ~fo ~ i2 ~ r~~~ ~ j5' Census Code 1 ~l Zonin g ~!J City Water SAC Units ~ ~ Stories ~ Booster Pump N~ # of Units y Sq. Ft. .,2 y`lh PRV t/i # of Bldgs Length ~ Fire Sprinklered /v0 Type of Const . Width ~ REQUII2E~ INSPECTIONS ~ Footings (~ew bldg) Sheetrack ~ _ Footings (deck) . - Final/C.O. - ~ Footings (addition) - - ~ - - - Final/No C.O. - - - ~ Foundation _ HVAC Drain Tile ~ Other Roof ~ Ice & Water ~ Final Pool Ftgs Air/Gas Tests Final Framing Siding _ Stucco Lath ~ Stone Lath Brick ~ Fireplace ~ R.I. ,~AirTest ~Final _ Windows ~ Insulation ~ _ Retaining Wall Approved By: , Building Inspector - Base Fee ~ ~h Surcharge Plan Review ~ MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total ~ Pernut Number REScheck Compliance Certificate cne~kea By~ace 2003 IECC REScheckSoftwue Version3.6 Release la Data filename: K:\ ENGINEERING SERVICES\_HVAC DEPT\_Energy Calculations~tlV~Steeple Chase of Eagan- Caniage-SECR\046\Wayzata-Classic-046-Revised.rck PROJECT TITLE: Wayzata Model ~ie 1,~~ (~e~t~ , CITY: Minneapolis STATE: Minnesota HDD: 7981 CONSTRUCTION TYPE: Multifamily WINDOW / WALL RATIO: 0.13 DATE: OS/07/07 DATE OF PLANS: OSl07/2007 PROJECT D~SCRIPTION: Steeplechase of Eagan - Carriages- S~CR 4897 Steeplechase Court Eagan, MN 55122 Block 6, Lot # 046 DBSIGNER/CONTRACTOR: Toll Brothers inc. PROJECT NOTES: Elevation: Classic Options: 007, 017. Kunjal Patel Task 50682 Order 13369 COMPLIANCE: Passes Maximum UA = 629 Your Home UA = 371 41.0% Better Than Code (UA) Gross Glazing Acea or Cavity Cont. or pooc Perimeter R-Value R-Value U-Factor UA Flat Ceiling: Flat Ceiling or Scissor Truss 1946 44.0 0.0 53 Wall Ceiling: Flat Ceiling or Scissor Truss 72 44.0 0.0 z Sloped Ceiling: Cathedcal Ceiling (no attic) 42 44.0 0.0 1 Garage wall: Wood Frame, 16" o.c. 225 19.0 0.0 12 Door 5: Solid 17 0.200 3 Knee Wall: Wood Frame, 16" o.c. 32 i5.0 0.0 2 Band Joisr. Wood Frame, 16" o.a 287 19.0 0.0 17 • : Exterior Wa116": Wood Frame, 16" o.a 2053 19.0 0.0 104 Window 2: Vinyl Frame:Double Pane with Low-E 277 0350 97 Door 7: Solid 20 0.200 4 Door 8: Glass 20 0340 7 Basement Wall 1: Solid Concrete or Masonry 922 OA 10.0 49 Wall height: 9.0' Depth below grade: 8.5' Insulation depth: 8.5' Window 3: Vinyl Frame:Double Pane with Low-E 8 0350 3 Door 9: Glass 40 0340 14 Floor Over Garage: All-Wood JoisUTruss:Over Unconditioned Space 84 30.0 0.0 3 Furnace 1: Forced Hot Air, 92 AFUE Aic Conditionec 1: Electric Centcal Air, l3 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed huilding has been designed to meet the 2003 IECC requirements in REScheck Version 3.6 Release 1 a(formerly MECcheck) and to comply with [he mandatory requirements listed in the REScheck Inspection Checklist. I hceeby ce=~ify th~t this rtan, speci- Builder/Designer fication, or reprnt was rn:pared by Date me ot un r my :rect sapervuion and that I 2m a duly I.iccnsc:d Professional Ea;,'ir:~~er under the laws oi the S+ate uf Mianesota. Print Namc: A M. GROSSE Si~ur,ue: 'a ~ l.n-~~- Date `1 0 7 Licens ~t44835 04/23/2007 09:37 6128252303 RAY N WELTER HEATING PAGE 03/05 Date: 4/23l07 Revision Date: 4/Z3/07 New ConsVUCtion Site Infortnation Address 1: 4897 Steeplechase Court ~,,r r.~ Project Sleeplechase of Eagan Address 2: Wayzata/loft plan Lot 46 elock: 6 City; Eagan County: 5ubdivision: Analication Infortnation ~ Business Name: Ray N Welter HVAC MN Contractor License Con~ct Person: JOE Office Ph: 612-8256867 Fax: Cell Ph: Address 1: 4637 Chicago Ave. So. City: MPLS. State: MN. Zip Code: 55407 ouse Details Square Feet: 4228 sq. ft. Avg. Ceiling Ht: 12_5 Number of Bedrooms: 2 ft Ventilation : Balanced Total vcntilation Capacity : 231 cfm. Minimum Continuous Ventilation :45cfm. Intermittent Ventilation: 186 cfm. Combustion Aonliance Water Heater. Power Vent Input BTUs: 80,000 Independently Vented FurnacelBoiler: Direct Vent/5ealed Combustion Input BTUs: 80,000 Independently Vented Other Combustion Aepliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Firepiace(s): No Gas Fired Natural Draft Fireplace(s): No Soiid Fuel Appliance(s): No Fachaust Eauioment Continuous Exhaust Ventilation Capacity (cfm); NA Clothes Dryer (cfrn): 135 Exhaust Fan Rating (cfm): 110 Make-Uo Air No Make-Up Air Required by Code Combustion Afr Minimum Combustion Air Requirements Met. Applicant Name (print): ~i~i ~i~y,_ yc ~ie~ Signature/Date: ~7~-~ Code Official (print): Signature/Date: y W 2004 CentecPoiM Enet~ Minnegasco. 2004 Mechenical Code Ouidelines. Pege 1 _ LOT SURVEY CHECKUST FOR RESIDENTIAL , , , BUILDING PERMIT APPLICATION PROPERTY LEGAL: ~ --f3y [3~aK ~ <'~e~I~ C~,O,~ ~F DATE OF SURVEY: 9'I iql0~ LATEST REVISION: m ~ c R L U ~ p Z Q DOCUMENT STANDARDS ~(j . Registered Land Surveyor signature and wmpany ~ ? ? • Building Pertnit Applicant ,g~ ? ? • Legaldescription ,0" ? 0 • Address ? ? . North arrow and scale . House type (rambler, walkout, split wlo, split entry, lookout, etc.) ~g p p • Directional drainage arrows with slopelgradient % • Proposed/existing sewer and water services & invert elevation ~ 0 ? • Street name ~ 0 0 • Driveway (grade & width - in RNV and back of curb, 22' max.) .@' ? ? • Lot Square Footage ? ? . Lot Coverage ELEVATIONS Existin ~ 0 ? • Property comers • Top of curb at the driveway and property line extensions ? • Elevations of any existing adjacent homes ~ 0? • Adequate footing depth of sVuctures due to adjacent utility trenches ,g ? ? • Waterways (pond, stream, etc.) Prooosed ? ? • Garage floor ~B' 0 ? • Basement floor 8 0? • Lowest exposed elevation (walkouUwindow) g ? ? . Property comers ~ 0? • Front and rear of home at the foundation PONDING AREA (if applicablel ? ? • Easement line ~ ~ ? p 0 • NWL ? ~ ? . HWL ~ ? j~ ? . Pond # designation ? ~ ? • Emergency Overflow Elevation p f~ ? . Pond/Wetland buffer delineation Y ~ . Shoreland Zoning Overlay Distrid Y • Conservation Easements DIMENSIONS ,s ? ? • Lot Iines/Bearings & dimensions . Right-of-way and street width (to back of curb) ,@~ • Proposed home dimensions inciuding any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ? p • Show all easements of record and any City utilflies within those easements j~ ? p • Setbacks of proposed structure and sideyard setback of adjacent existing structures ~j ? ? • Retaining wall requirements: Reviewed By: Date 9/.~~OT~ GJFORMSlBuilding Permk Application Rev. 11-2604 Certificate of Survey ~o<~ TOLL BROTHERS oF ~ 1400 Corporate Center Curve 4891, 4893, 4895, 4897 STEEPLECHASE COURT Eagan, MN 55121 . G°~ CQM~G°3C~D 95 - sz ? a>Y,,}~~,,,, , sSe ric p J Oln9 ` SoG~P 9908 28,r ~ ~:1 ~~R{(J1A~Q~ O L E~B~ 4 ~4? ~ SAN MN ~~Z' ~ ,o e s~ asa~o4t' ~ OP Fi948ini V11811 UVIb Q , i e ear=37, w€ ~ ~ q.g. :~„o0 958 ~ E 94i.09-S B8 R~UI~ i ~ ~,~~Q\e~ 0 9 ' ~ g56 g1p0 ~G .~1`0~~ ~s'. 3 c'. . ~y / ~ ~ 1 ~y 'e,si.:. /g \ ~+y `~i ~ to7 ~i 9Sq86 ~r y~m ~549*' ±2 ~1~4} +95~7 95>4\\ ~,I ry~ 1, ~ CC ~d ~ 95JJ E~O ~e,i . to 7 95jQ,o 9 ~ p~°Q~~Y vV ~ c rso ~ n ~~y' ~ S• ; ~r; c S{' q~9500 32~ ~p ~ O~ V'j~ `~1oD ~P 'i. t~ (J~: (7~I1 n2r ~ eCQ~S~ ~ m C~`~'q ~ O~p rn° ~~~4~ ~ ~,a`~ Uuv~° 'S LSIi°~OOZJOOOuV ~ ~ \ „ „~Q y~~ g ~ ? ° ,2+ ss; p0 1 - o~'~' v r ~~G~l' ~L~ ~OD 'm o1 O ^ ~ 954~5 9550 7~' G aN' w 5~ 9g5 , V~I 1~ ~o .~'y, ~ 0 5~ '8 a ` < "'J ~ ~ t'~ '~'op~ 9'~J ~~Y ~a~. ' z i \ 00 ~ 95~p0 q.1J55~ ^ ' a ~i0•q ~ O q ~ \~Ee+`s~ 6~ 5 1 Q~ L~ ~pg `v5~ e N ~ ? ~c ~ ~ ,rooo i~ w,- p~ ~ 9s~ , 95S 3, g g~,, ~ 5~, 'D~, fj,2 m 0 r W N ' ~ g 5~ 9~ 1 ~ ~ ~ ~ sa N ~N ~r~' ~ ~ oa S6.S 95~.)\ S • 3. ~ \ tT ~b l tl+' 9 ~4;1 \P~~ .0 z G~i . ~ ~ ~ ~v 2 , - ~ ~ ~ Y ~ ~ ~ ~ y~,5 P ~ ~ ~ ~ S' 9~75 tp~^p ~ O-~ ~ ~ AtoP ti_ s rc " ~ °o ~ ,o~ Q 4 b~ , o$~' ~ C ~ ~ V1 ~e ~SOO ~ N o~ ~ q0 ? ~o W k.e ~~oAO . p „ ~:.4. ~ ~ ' ~ ~ 9qe ~ sP ~ ° `r ` ~ 9s!sxs V ?p p ~ \ .q ~j(1.~8B d)Crt~p, ~ ..1 95q) 1 O ~ ) V. lJ ~ O aZ ~'~n 9~ 19~~ Q~A ~ ~ ~s> n ~ ~ , Y ` 3~ 'O ~ pq ~p NQ ~{V ~ F # 9. i~ 1 . ~ Y ~ ~J ,.3 q ~ ~~o~~y ~P ~r" ~ ,Q~P 9 q 2~ry 9l) S^ ~O. O ~~P a sQ~ 7 (~'m~!{l ( P 9 j''.~. ~ ~ 9q~ lp~~i, OO~. 9~ 'O P~O \ ~0. w'VV ' f x~~r~"~4~- \ ~q . '8+ ~ 0 '4 N p ~ ~p. ~ P ~ ~ oa~ sssa,~ ~S \ 4 1 ~ ~ 9a6 G w E . ~ ~ O 6 3O j O~ m oa 95~ i8 5 S~ 50`d t' c`~O ~ ~ g3a ~ i ~P 5}2 7 . ~.1~a~~'Y~ ~ A ~ / 9g~ `~v~ x3' ~~p 9'I ge g ~ i~ ` 1 9,ao ,~a,,5~ ,ws, 84- ~ 1 ' 6 ~v, 9~,. ~ 9• , 9~~W ~ , 8 ,~p 2 , 9~?S ~ /n~ r~ ~ Walkout & Lookout ~ %Ew ` ` ,Q~~°~~ Pro San. & Water Inv. \ ~ i p p~ Elev=943.8 per RLK Conatructton I \ p~~L~kiES~ NORTH plana dated 7-6-OS ~ PLAT BENCHMARK I Contours ahown per appoved gradtng plan. To Nut H rant Lots 1 and 2, Block 3, Proposed floor elevatlons are 1 foot lower p Yd than those ahown on grading plan per 0 30 Steeplechase approval of platting engineer. Elevatlon = 989.17 feet (NGVD 1988) SCALE IN FEET SITE BENCHMARK LEGEND Top of offset IP north of northwest comer of bullding envelopa. Iron monument found = Drainage Direction Elevation m 954.86 feet, as ahown hereon. Offset iron = Proposed 10' contoura from grading plan -842- = Proposad 2 cantours from grading plan = Drainage & Utility Easement Existing sanltary sawer AREAS xeoo.o = Exiating Elevatlon = Exiating storm sewer Proposed elevction from grade - I-= Existing water Lot 3 Area = 20,508 Sq. Ft. or development plan O = Sanitary manhole Total Condo Area = 703,324 Sq. Ft. proposed elevation ~ = Gate valve 20R Max. Coverage = 140,665 Sq. Ft. ~ = Electrical box Foundation Lot 3, Block 6 = 9073 Sq. Ft. Bearin a shown are assumed ~ Foundatlon Lot i, Block B = 6676 Sq. Ft. 9 O = Telephone box Foundatlon Lot 5, Block 8 = 9072 Sq. Ft. Foundatton Lot 2. Block 7 = 7106 Sq. Ft. Ramaining coverage Awilable = 108,738 Sq. Ft. PROP05ED ELEVATIONS PROPOSED ELEVATIONS L o t 3, B I o c k 6 4891 & 4893 4895 & 4897 Garage floor elev. = 957•5 Garage floor alev. = 954.5 S T E E P L E C H AS E Top °f b'°~ e'°~. ° 957~8 ToP of block a~e~. a 954.8 Lowest floor elev. = 949•Z lowest floor elev. = 946.2 4 F EAGAN ~rawn: JAG Checked: MEC Drawing Flle: 700\L3.88 .DWG DAKOTA COUNTY, MINNESOTA Project No. 2006-408-L Subject to easements of record, if any. ~ Duluth, MN. I hereby certify that this survey. plan or report was prepared by Hibbing, MN. me or under my direct supervision and that I am a duly Licensed T T ~ Ham Lake, MN. Land Surveyor under tha laws of the State of Minnesota. iW Minnetonka, MN.~ _i%/,~ 1~ Kcn~ro LTD Phone: (952) 933-0972 ~ April 19, 2007 ~ Fax: (952) 933-1153~ Micha I E. Ca non, MN License No. 40035 Date ` www.rlk-kuusisto.com 6'I ~ O Blue Circle Dr. • Suite #'100 •Minnetonka, MN. 55343 Apr 20, 2007 10-.13om T:\ioll Brothers\2006-a0B-L\dwg\~00\E%PORT\6-19-07_Andy 8\2006-408-1-718-L3,B6.dwg Bi- 7779a ~a 3~3, q~f 7`77g3 ~t7.50 r aoos RESIDENTIAI. BUILDING rE~rT arrLt i ~ ~/1~ 7~~R/-~ `~D.~ Cify Of Eagan ~ O~~ U 7~5 3830 Pilot Knob Road, Eagan MN 55122 IJ~ ~AY 11 2om Telephone # 651-675-5675 FAX # 651-675-5694 Nnvu l-~struclion Reouirements RemodeVReoa'vReouiremenls 01fice Use OnN 3 reg'S4ed slte surveys showing sq. R ot IoL sq. ft of house; and all roofed areas 2 copies of plan showing foollngs, 6eams, joists CeA of Survey Reoi _ Y_ N ~z~ ~ qaxttmm ~ot cm,erayy a~yn,gd) ~ 1 set of Ene~gy Cakulations for healed addifions Tree Pres Plan Recd _Y _ N p copietof plan showing beam & window s¢es; poured tound design, etc. 1 site survey for add'rtions R decle Tree Pres Required _ Y_ N ~ 1 set ot,ne~gy Caiculations Addifion • indkete Son-stie septic sysfem Dio-s@e Septic System _Y _ N 3 copieiof Tree Presetva(ion Plan il lot platled after 711193 ~ ~ ~ oy peta0 Options selection sheet (buld'ngs with 3 or less units) Mint~gasco mechanical venrilation form Date / ~ / ons ction Cost ~ ~ UniUSte # ~ Site Address Gb ~ ~ ~S-I-~ c-E~r~~ bFL'-~~r~ Desaiption of Work Mul6-Family Bldg ]C, Y_ N Fireplace(s) _ 0 1 _ 2 T~ Property Owner ~i [~"GO~ Telephone # ((~f ) 62 Contractor /~C- / Address C~Ty State Zip .~7~. Telephona # (~l) ^ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 _ Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category 7 Worksheet • New Energy Code Wofksheet (+lsubmissiontype) . Su6mitted Submifled ~ ~ . • Energy Envelope Calculations SubmAted ~ ~ In the 1 st 12 months, has the City of Eagan issued a permit tor a similar pla ~aj~~ er lan,p / ~ Y ~ N if yes, date and address of master plan: Y ~12 ~~e Licensed Plumber ~~elf~~ Telephone # {~p3) ~ ' ~l Mechanical Contractor ~S!?~~ Telephone #((/L) ~'~S G~G7 ~ Sewer/Water Co~hactor Telephone # (G~L) ' I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurat that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of M Statutes; I understand this is not a permit, but only an application for a permif, and work is not to start without permit; that the work will be in accordance with the appmv in the case of w rk which requires a review az appmval of an ~ . , ~ ~jlL` ~ ~1~~ c~ r1~ .Applicant's Printed Name Applicant s Signature ~C ~ DO NOT WRITE BELOW THIS LINE . ` Sub Types ? 01 Foundation ? 07 OS-plex ? 13 16-plex ? 2D -Pool ? 30 Accessory Bldg ~ 02 SF ~welling-- ? OB 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 E#. Alt - Multi ? D3 Ot of._plex ? 09 07-plex 17 Garage ? 22 Porch/Addn. (4sea.) ? 33 6ct.Alt-SF ? 04 02-plex ? 1D 08-plex ? 18 Deck ? 23 Porch~(screen/gazebo/pergola)? 36 MultiMisc. ? 05 03-plex ? 11 1D-plex ? 19 Lower Level ? 24 Storm Damage - ? Q6 04-plex ~ ? 12 12-plex ? 25 Miscellaneous . Work T es 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration . ? 37 Demolish Building* ? 43 Reroof ? 46 WndowsJDoors ? 34 ReplaCement 'Demolition (Entire Bldg) - Give PCA handout to appllcant D05CfiptiOfl: WaterDamage_Yes Valuation ~ Occupancy ~ `3 MCES System - PlanReview _100%or~5% .~°rO-x~ZG Census Code /4! Zoning ~/7 City Water ~ iz ~ SAC Units ~ l Stories Booster Pump # of Units ~ v~ Sq. Ft. ~ PRV t Fi # of Bldgs / Length Fire Sprinklered i?G Type of Const Width ~ REQUII2ED INSPECTIONS Footings (new bldg) - ~ Sheetrock - _ Footings (deck) . ~ FinaVC.O. ~ Footings (addition) . - - . . . - - - . . - -Final/No C:O.- - - - - . . - ~ ~Foundation _ HVAC Drain Tile ~ Other Roof ~ Ice & Water Final _ Pool Ftgs Air/Gas Tests Final ~ Framing _ Siding _ Stucco Lath -~~ne Lath _Brick ~ Fireplace ~L R.I. ~ Air Test ~ Final - Windows [nsulation Retaining Wall Approved By: , Building Inspector_ - _ _ - - -----------------~ii i7i.vs~---------------- BaseFee ~/72~ v~ ps~j /7,L3 5~~7~ ,/S'r-~ o1.G~'G'r-G surcnar9e i q F~2 / 7~3(J~ ~ 7q ~ ~ 37tiGo Plan Review _~i"~i3 - nnciES sac ~ T1Z 5~ Q.`/G~ 79'~ `j g9~y-~`-' City SAC I ,y, ~ Utility Connection Charge ~p~t~N' ~r~ ~F^' ~ y ~ ~ g ~ 5&W Permit & Surcharge J~4i2~lt ~1~11~'N~ /(7/ lfl ~ ~1~ ~J''~1~ ~ TreatmentPlant ~ y~~n 3~ /~3/Y ~I License Search ~ Copies q~G 7~ Other ~ Total ~ , ' ' Permit Number REScheck Compliance Certificate cne~kea syiDate 2003 IECC REScheck Software Version 3.6 Release 1 a Data filename: K:\_ENGINEERING SERVICES\ HVAC DEPT\_Energy CalculationsWlN~Steeple Chase of Eagan- Carriage-SECR\047U14edina-Classic-047-Revised.rck PROJECT TITLE: Medina Model /~pgS ~OoA~ ~5e ~r~ CI1'I': Minneapolis STATE: Minnesota HDD: 7981 CONSTRUCTION TYPE: Multifamily WINDOW / WALL RATIO: 0.08 DATE: OS/07/07 DATE OF PLANS: OS/07/2007 PROJECT DESCRIPTION: Steeplechase of Eagan - Carriages- SECR 4895 Steeplechase Court Eagan, MN 55122 Block 6, Lot # 047 DESIGNER/CONTRACTOR: Tall Bro[hers Inc. PROJECT NOTES: Elevation: Classic Options: 007, 017, 029. Kunjal Patel Task 50684 Order 13369 COMPLIANCE: Passes Maximum UA = 558 Your Home UA = 308 44.8% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or poor Perimeter R-Value R-Value U-Factor UA Flat Ceiling: Flat Ceiling or Scissor Tmss 1726 44.0 0.0 47 Garage wall: Wood Frame, 16" o.c. 179 19.0 0.0 10 Door 5: Solid 17 0.200 3 Knee Wall: Wood Frame, 16" o.c. 60 15.0 0.0 5 Band Joist: Wood Frame, 16" o.c. 287 19.0 0.0 17 Exterior Wa116": Wood Frame, 16" o.c. 1633 19.0 0.0 88 Window 2: Vinyl Frame:Double Pane with I,ow-E 123 0350 43 Door 7: Solid 20 0200 4 Door 8: Glass 20 0.340 7 Basement W all 1: Solid Concrete or Masonry 1147 0.0 10.0 62 Wall height: 9.0' Depth below gade: 8.5' insulation depth: 8.5' Window 3: Vinyl Frame:Double Pane with Low-E 4 0350 1 Door 9: Glass 40 0.340 14 Floor Over Garage: Atl-Wood JoisUTruss:Over Unconditioned Space 206 30.0 0.0 7 Fumace 1: Forced Hot Air, 92 AFUE Air Conditioner 1: Electric Central Air, 13 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calcularions submitted with the permit applica[ion. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.6 Release la (formerly MECcheck) and to comply with the mandarory requirements listed in the REScheck Inspec[ion Checklist. 1 hereby c^riify diat this plan, speci- Builder/Designer f~tion, or report w~ prepazcd by Date -rPSC~aer my irect s¢pervision nnd that I ar.~ a duly Licensed Frof•:ssional Engineer w~der the Ixws oi tP:e St~te oFAiinnesota. Print Name: ' M. GROSSE Sigoature: '{~jii g~~ Date 5'I 07 Lic tW4E3S 0d/23/2007 89:37 6128252303 RAY N WELTER HEATING PAGE 02/05 Date~ 4l23/07 Revision Date: 4/23/07 New Construction Slte Information Address 1: 4895 5teeplechase CouR ~.cs 'd ~ Project Steeplechase of Eagan Address 2: Medina/loft plan Lot: 47 Block fi City, Eagan Couniy: Subdfvision: ApDllcation Informatfon ~ ~ Business Name: Ray N Welter HVAC MN Contractor License Contact Person: JOE Office Ph: 612-8256867 Fax: Cell Ph: Address 1: 4637 Chicago Ave. So. City: MPLS. State: MN. Zip Cade: 55407 House Details Square Fee~ 4621 sq. ft Avg. Ceiling Ht: 12.5 Number of Bedrooms: 3 ft. Ventilatfon : Balanced Total Ventilation Capaciiy : 253 cfm. Minimum Continuous Ventilation :60cfin. Intermittent Ventilation: 193 cfm. Combustion Apoliance ~ Water Heater: Power Vent Input BTUs: 80,000 Independently Vented Furnace/Boiler. Direct VenUSealed Combus#ion input BTUs: 80,000 Independently Vented Other Combustion Aaoliances Gas Firad Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s); No Gas Fir~d Naturel Draft Fireplace(s): No Solid Fuel Appliance(s): No Bxhaust Eaufpment Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 300 Make-Uo Air No Make-Up Air Required by Code Combustion Air Minimum Combustion Air Requirements Met. ApplicantName(print):~G/~e~t. ~f..,e Signature/Date: ' 6~/ Code Officiai (print): Signature/Date: ~ 2004 Centecpoint Enecgy Minnegasco, 2004 Mechanical Cod~ Guidelines. Pagc 1 r ~ ~ LOT SURVEY CHECKLIST FQR RESIDENTIAL . . BUILDING PERMIT APPLICATION PROPERTYLEGAL: ~~f3 ~{~GF,b ~~Tf '~i I2C~InQ-SP_ O~ ~A~ DATE OF SURVEY: I 1JOJI LATEST REVISION: m m e R L U Q a p z ¢ DOCUMENT STANDARDS • Registered Land Surveyor signature and company ~ ? ? • Building Permit Applicant ,9° 0 ? + Legaldescription ,p' ? ? • Address ,pJ ? ? . North arrow and scale • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ,g • Directional drainage arrows with slopelgradient °!o ~1 0? • Proposed/existing sewer and water services & invert eleva6on ~ ? ? • Street name ~i . Driveway (grade & width - in R!W and 6ack of curb, 22' max.) ,0' 0 ? • Lot Square Footage ,B" ? ? . Lot Coverage ELEVATIONS Existin ~ ? ? • Property corners 0 • Top of curb at the driveway and property line e~Rensions p g? . Elevations of any existing adjacent homes $ 0? • Adequate footing depth of sVuctures due to adjacent utility trenches ~@ 0 0 • Waterways (pond, stream, etc.) Prooosed ,g ? ? . Garage floor ~g' ? ? • Basement floor g ? ? • Lowest exposed elevation (walkout/window) g ? ? . Property comers ~ . Front and rear of home at the foundation PON~ING AREA (if applicablel 0 Id' ? • Easement line p ~ p . NWL 0 ~ 0 . HWL p ~ ? . Pond # designation p ~ ? . Emergency Overflow Elevation 0 fd 0 • Pond/Wetlandbufferdelineation Y ~ . Shoreland Zoning Overlay District Y • Consenration Easements DIMENSIONS 0 • Lot IinesBearings 8~ dimensions ? 0 • Right-of-way and street width (to back of curb) ,g~ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ~g . Show all easements of record and any City utilities within those easements • Setbacks of proposed structure and side ard setback of adjacent existing structures ~ ? ? . Retaining wall requirements: Reviewed By~ ~ Date 9~ 0 G:/FORMSlBuilding Permit Application Rev. 11-26-04 . Certificate of Survey {o<r TOLL BROTHERS Y OF ~ 1400 Corporate Center Curve Eagan, MN 55121 4891, 4893, 4895, 4897 STEEPLECHASE COURT ~ , Y ~ . ' ~~UIR~D A D `i. ~L~'~ s ' ~ 6>, g 57. ~ ~ ` - 4~ 5j ~ o~~9r'E SoP~Q 99Ba~BJ ~'f.~~'' 3:iMaximumSlopes N ~ ~ t . Q or Fi~tainin WaU WiU ~2• G~ ~o ~~g~ 9 N ~~g, 7 , P A ,~~9<,~~ N~ ~ R ~ o{ 109 95~' ~ I E.~4~]a0.9 S; ~ ~ a .',~e.t~' i ~ ~'\E\~ tt~% ~ 956~ 520~ ~ ~~1~00~ 6 95 ~r ~~Dyp ~ 1 ~ > ~ i 5 9 ~SS ~ ~ ~ ~ IP~ 54 86 ~ Sa gV. 9S~ 9 5 ~i ° a`~ , ~ ~ g53 Ee ~ oo~ ~4.2 ~ 14 ~ ~ ~ S~o ~ ~ ~`k ~ Y."`~,` ~ J ~7 ? 9 ~ W°w,b ~ ~a ( ' t ~ ~ ~ ~ 36\N ~'~y~ ~Z ~ 3k ~ g°+~ ~ ~ ~ ~ a'~`{ 54' ~ ~ 95Op 95q32~ q~ ~p O ~Nm ~\to9 ~m ~6 ~ ~ ~ ~l' e~ ~o t'A ~ N ~ ~ O~ ~ ~4 ~ ^ ~'0~~ yv. , O ~C G~~~~~~ w. .a 10 ? ~ ~ w~c'=~ ~p~/(~~p. ~ ~ ~ 1 ~ 95q n? 9g5 A~ C~OG ~ 1'L 9g7 9 c; i*a'~::1 ~ ~ Y`C~\G Y~0'C ~T~D ~~s ~q o " .3 s~ y6 s3 ~ ss~ a 8 ~ ~ \ ~ a ~N , 9~~ ~ ~y.t ~ ~y~v9:°y ¢ ~ y ~y~ 1 h°.1~-'~ I ~~GqmH~ ti ~p~0''P62 „'4.., Fr (7 \ s~tlR7/ Ey` 9~p0 v i55~ ' o o~'~ ~ oOQ.P'i `1Ete'+ ~ 53 k ' yy s . 1~ ~5' ~ N ~ O~ Q? ~O ~ ~ r Qp c .~3v` ~ W O~ ~g 954 ' 9s z 3°~ G~ 1~.1 S' L~o' . ~ y s 1 ' , ` 0 ~ iDrn 5.2~ mt.o m g 5.9~ ~ ~ • o a C~ ( 1f m Y'' ~ a~ L0 s63 ys ~ S~ ~ 7~- ~ 9qB ~j N N ~ ~ oi 4'~~ ~ E ~ ~ ~ ~ ~ 4~ ' ` ~ ~ 1h.1 1pf~PW~y 9 ~ ~f}d ~~x': c GR a Y 95q \dm°7L } U] ~ ~ - ~ 9 3 ~ , ~yg v~ ~ ~ ~r~~ ti' s~?S ~ ~ ~p. ~ ~ O a ~ ~ttoP `m ~ ~ t~ ` ¦ e u ~ ~ ~g~ v v' E~ ~S~ ' n~ N YO ~'~Fp g, t~9J` ~t N~ ~ A 5~~000~ • "~Z 14 ~ k~~ 1 ~m C~ ~ 9t94 ~,7,OB ~ Gr O, N +'1 93?O 95q ~6 l 3,j O~nf va",'b. t~ y ~ . _ - W mr p ~ ~ m p 1 i~` ~ O Y~'~YmN ~ ~5.~ o v~, ~Y "~§Iii~' ~ ~ _ 6 ~ 0. ~~o 1 ~ t\ ~P 9 q.'Y~ 8 j 9t75 ' t0 O a1C \~l N~ ~ s~~ 1 f.~o t R 0 t Y£;r ~~r 9q~ 00~,~ v J ~ 0 £ ,Q'Q ~ V 19U j • ~3s~. ~u 'Bh m 4 W N pi p's ~C ~w0~~ ti-i.u~ Cn R ~ 'u ~ O~ F~ 951 1 ° Oa G~ ~ 9a6. 4j ~ N G W N ~ w ; ~E s~~i~' r' 6 lo ~ 'yt , ; r,r 1 'c 0'3 N r~' aa 9g4 '.i ~~s T9 S s Q~',.~w~ v U o g5.0 t g55 ~9 5~~ -a C` 1 ~ / 95.Y ~ ' s ~s a~~ - ~~p g 79a g ~ 02~~~ ~ ~ ~ ~ ~ ~ 6° . 6 9a80 e1~~15~ ~w'6 / 1 ~ -'1`~ ~ 9~'a rJ9' ~29'~ ~ Walkout & Lookout 9t'S .%E+~ a'~~ G•oo ~S9'F1Fi Prop. San. & Water Inv. ~~~f ~ 1 Elev.=943.8 per RLK Construction \ pERIMETER CONTROL No~ plans dated 7-6-05 ~ 1 g ~ ~ PLAT BENCHMARK Contours shown per appoved grading plan. A Top Nut Hydrant Lots 1 and 2, Block 3, Proposed floor elevations are 1 foot lower Steeplechase than those shown on grading plan per 0 30 Elevation = 989.17 feet (NGVD 1988) approval of platting en9lneer. SCALE IN FEET SITE BENCHMARK LEGEND Top of offset IP north of northwest comer of building envalope. Iron monument found = Dratnage Dlrectlon Elavatlon = 954.86 feet, as shown hereon. p= Offset Iron = Proposad 10' contours from grading plan _ -&42- = Proposed 2' contours from grod{ng plon , = Drainaga & Utlllty Easement = Existing sanltary sewer AREAS xaoo.o = Exlating Elevation = Existing storm sewer Proposed alevatlon from qrade Existing water Lot 3 Area = 2D,508 Sq. Ft. Q = Sanftary monhole Total Condo Area = 703 324 5 Ft. or development plan 9• pc = Gate valve 20% Max. Coverage = 140,665 Sq. Ft. Proposed elevation ~ Foundation Lot 3, 81ock 6 = 9073 Sq. Ft. ~ = Electrical box Foundation Lot i, Block 8 = 6676 Sq. Ft. Bearfngs ahown are asaumed p = Telephone box Foundation Lot 5, Blxk 8 = 9072 Sq. Ft. Foundation Lot 2, Block 7 = 7106 Sq. Ft. Remafning coverage Available = 108,738 Sq. Ft. PROPOSED ELEVATIONS PROPOSED ELEVATIONS L o t 3 B I o c k 6 4891 & 4893 4895 & 4897 ~ Garage floor elev. = 95~•5 Garage floor elev. = 954.5 S T E E P L E C H AS E ToP of block e~e~. - 957.8 Top of block e,e~. = 954.8 Lowest Floor elev. = 949•2 loweat floor elev. = 946•2 OF EAGAN Drawn: JAG Checked: MEC Drawtng Flle: 700\L3,B6 .DWG DAKOTA COUNTY, MINNESOTA Project No. 2006-408-L Subject to easements of record, if any. Duluth, MN. i hereby certify that this survey, plan or report wps prepared by Hibbing, MN. me or under my direct supervision and that I am a duly Licensed Ham Lake. MN. Land Surveyor under the laws of the State of Minnesoto. ~K Minnetonka, MN. ~ ~ iccivsrsro r.mn Phone: (952) 933-0972 ~ April 19, 2007 ~ Fax: (952) 933-1'I53 Micha I E. Ca non, MN License No. 40035 Date www.rlk-kuusisto.com ~ 6~ 70 Blue Ci~cle ~r, • Suite #'I00 • Minnetonka. MN. 55343 Apr 20, 2007 10~.13am , T'.\Tal~ 9rathe~s\2006-ap8-l\aw9\70~\EXPOR~\a-1g-p7_Antly B\2006-a06-~-7i8-L3.B6.Awg 77797 `J77q~ ~~10.50 ~~~~s~d~D ~~77 ~.~~aoo6 RESIDENTIAL BiTILDING pEx~'r arPLI Tio City Of Eagan MAY 1 1 2007 3830 Pilot I{nob Road, Eagan NLN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 NewGosWdionReauirements RemodelAteoa'uReouiiemments , OfficeUseOniv 3 reptsked sde surveys showing sq.14 0l IW, sq. ft oi house; and a~ roofed areas 2 wD~es of plan slawing footi~gs, beams, joisls CeA of Survey Recd _Y _ N (20%oax'vnum lot coverage allowed) ~ 1 sel of Eneyy Celalafions for healed edd'~dons Tree Pres Plan Recd _ Y_ N 2 copierof plan showmg beam 6 window s¢es; poured found desgn, e4. 1 sile survey tor addidons & derks Tree Pres RequireA _Y _ N - lselofEne~gyCalculaGons Adddion-ir~dbete6arsdesePlicsystem On-sdeSeptkSystem _Y _N 3 copie~oiTree Pmservation Plan N lot platled afler7fff93 Rim J op Detaa Options selec6on sheet (buld'mgs w~Yh 3 or less unNs) Minngssco mechanical ventilation form !!!iii***~~~ ~i,, Date l~_ I~ Const ction Cost ~~C.J I Site lddress 3 / UniUSte # LU ~ Destription of Work ~ t~llh ~ D\ Mulfi-Family Bldg ~ Y _ N Fireplace(s) _ 0 1 _ 2 Pro~erty Owner ~i (~O!'/7~7'~ y~'C~ Telephone # ((O~! ) ~ bZ Co~rtractor ~ / Address C~~ r~ State Zip Telephone#(~l) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cate¢orv 1 Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category 1 Worksheel • New Energy Code Worksheet ~ (Jsubmissiontype) Submfried ~ Submitfed ~ . Eeergy Enveiope Celculations Submitted ~ L~ CN G/Qi~ In ihe I st 12 months, has fhe City of Eagan issued a permiT for a similar plan b~ed ~n a~ra ter~ an ~fa (f ~ Y _ N If yes, date and address of master plan: Licensed Plumber ~~el/~]'~ Telephone # (~O3) ~ Mechanical Confractor ~UJ~-!E~< ` Telephone # ((/L) G~L~ Sewer/Water Contractor ~ Telephone # (G~L) ' I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurat that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of M Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without permit; that the work will be in accordance with the appro in the case of w rk which requires a review v approval of an ,~~i ~,~f ~ ~ ~ ~Applicant's Printed Nazne Applicant s Signature ~ 1 DO NOT WRITE BELOW THIS LINE ~ Sub Tvpes ? 01 Foundation ? 07 O5-plex ? 13 16-plex ? 20 ~Pool ? 30 Accessory Bldg ~~~µry~~ ~ 02 SF Dwelling~ ? 08 06-plex ? 16 Fireplace ? 27 Porch (3-sea.) ? 31 Ext. Alt- Multi ? 03 01 of._ plex ? 09 07-plex 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ezt. Alt - SF ? 04 02-plex ? 10 DS-plex ? 18 Dedc ? 23 Porch (screen/gazebolpergola) ? 36 Multi Misc. ? OS 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? O6 04-plex ~ ? 12 12-plex ? 25 Miscellaneous . Work T es 31 New ' ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building* ~ 43 Reroof ? 46 Windows/Doors ? 34 Replacemetlt 'Demolition (Entire 81dg) - Give PCA handout to applicant D@SCfIpYiOfl: Water Damage _ Yes Valuation ~7G Gc~ Occupancy MCES System Plan Review _ 100% or 25% z~~ .Z ??G Census Code ~4/ Zoning City Water SAC Units Stories ~ Booster Pump ~r/4 # of Units Sq. Ft. .3/~ PRV ~ll~~ # of Bldgs o% Length Fire Sprinklered ~1/G Type of Const ~13 Width REQUII2ED INSPECTIONS ~ Footings (new bldg) ~ Sheetrock Footings (duk) . ~ Final/C.O. ~ Footings (addition) - - - --Final/NoC.O:~ - - - ~ ~ Foundation _ HVAC Drain Tile Other Roof ~ Ice & Water ~ Final _ Pool Ftgs AidGas Tests Final ~ Framing Siding _ Stucco Lath ~ Stone Lath _Brick ~ Fireplace ~ R.L ~AirTest ~Final - Windows Insulation~ RetainingWall - Approved By: , Building Inspector - _ Base Fee ~O ~G ~ ~N rr~~s ~t~~ ~~~Mr l ~-~3 ~!6,2Q ~-G;!',~.' ~6 Surcnarge /-r I~~-/L /7Z3/~j~frl 7qr 137~r~o PlanReview ~j/g ~ ~°i'~°/~C/L rw~~~iirCy7 7~n ~S~ ?~g~y = 7^' MC/ESSAC /~~`?~~t y~ a ~ ~ 7(7 atY sA~ J~~~w ~iz5.~~' ~3 ~ ~ ~i 3 ~t Utility Connection Charge ~ S&W Permit & Surcharge ~14~~?T Voacti JO/ c; ~ j y3 ~ Treatment Plant YQ License Search ~Ll\ ( Uy~'.~?.~N~e~ 3G!-~ /~`l~? ~f-a' ~~-~~0 ~O Copies Other ~(rq (PG~j ~ ToWI ~ Pemut Iv'umber REScheck Compliance Certificate che~kea sy~ate 2003 IECC REScheck SoRware Version 3.6 Release la Data filename: K:\ ENGINEERING SERVIC~S1_HVAC DEPT\_Energy CalculationsVVIN\Steeple Chase of Eagan- Carriage-SECR\048~Ivledina-Classic-048-Revised.rck PROJECT TITLE: Medina Model ~~'93 -~~~~e ~ CITY: Minneapolis STATE: Minnesota HDD: 7981 CONSTRUCTION TYPE: Multifamily WINDOW / WALL RATIO: 0.07 DATE: OS/07/07 DATE OF PLANS: OS/07/2007 PR07ECT DESCRIPTION: Steeplechase of Eagan - Carriages- SECR 4893 Steeplechase Court Eagan, MN 55122 Block 6, Lot # 048 D ESIGN ERlCONTRACTOR: Toll Brothers Inc. PROJECT NOTES: Elevation: Classic Options: 007, 016, 029, 151. Kunjal Patel Task 50686 Order 13369 COMPLIANCE: Passes Maximum UA = 561 Your Home UA = 307 453% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or poor Perimeter R-Value R-Value U-Factor UA Flat Ceiling: Flat Ceiling or Scissor Tmss 1726 44.0 0.0 46 Skylight 1: Viny] Frame:Double Pane with Low-E 16 0.560 9 Garage wall: Wood Frame, 16" o.a 179 19.0 0.0 10 Door 5: Solid 17 0200 3 Knee Wall: Wood Piame, 16" o.c. 60 15.0 0.0 5 Band Joist: Wood Frame, 16" o.c. 332 19.0 0.0 20 Exterior Wa116": Wood Frame, 16" o.c. 1633 19.0 0.0 88 Window 2: Vinyl Frame:Double Pane with Low-E 123 0350 43 Door 7: Solid 20 0.200 4 Door 8: Glass 20 0.340 7 Basement Wall 1: Solid Concrete or Masonry 1147 0.0 10.0 64 Wall height: 9.0' Depth below grade: 8.5' Insulation depth: 8.5' Window 3: Vinyl Frame:Double Pane with Low-E 4 0350 1 Floor Over Garage: All-Wood JoistlTruss:Over Unconditioned Space 206 30.0 ' 0.0 7 Furnace 1: Forced Hot Air, 92 AFUE Air Conditioner 1: Electric Central Air, 13 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.6 Release 1 a(formerly MECcheck) and to comply with the mandato`y~reg cgi ~,pts ~~ed ~ the REScheck Inspection Checklis[. t"'e uu, sFeci- i~:_aiioa, cc•s~~o:t was pr~:are3 by Date Builder/Designer _ . . a::d .hZt I 3.^.1 u:':Y L:CE:IS~d u YroE:ssiona; E;:;;~;,c:;r ~indcr lhe :~ws oftftc S;:ie ofMinucsota. P:int Narne: L A M. GROSSE Si~ateue: ~ a .,Q".~ Date~~~ Licen #44635 , . . LOT SURVEY CHECKLIST FOR RESIDENTIAL ~ BUILDING PERMIT APPLICATION PROPERTY LEGAL: S~~3r BI~I:~K ~ C'~e 'x.4~I~ C-1nQ-~- d~ ~A~ DATE OF SURVEY: g'I I~IOJI LATEST REVISION: m ~ c m L V ~ p Z ¢ DOCUMENT STANDARDS o • Registered Land Surveyor signature and company ~ ? ? • Building Permit Applicant ,g" ? p • Legaldescription ,p' ? ? • Address ? ? • North arrow and scale 0? • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ~g p? • Directional drainage arrows with slope/gradient % • Proposed/existing sewer and water services 8 invert elevation ~ ? ? • Street name • Driveway (grade & width - in R/W and back of curb, 22' max.) .@- ? ? . Lot Square Footage ,0' ? p • Lot Coverage ELEVATI ONS 6cistin ~ 0 ? • Property comers p • Top of curb at the driveway and property line extensions ? B' ? • Elevations of any existing adjacent homes pJ p? • Adequate footing depth of structures due To adjacent utility trenches ~g ? ? • Waterways (pond, stream, etc.) Proposed ? ? . Garage floor ~8" 0 ? • Basement floor ~ ? 0 • Lowest exposed elevation (walkout/window) g ? ? . Property comers • ? 0 • Front and rear of home at the foundation PONDING AREA (if applicablel 0 $ ? • Easement line ? y7 ? • NWL p ~ ? . HWL ? ~ ? . Pond # designation ? ~ 0 • Emergency Overflow Elevation ? ja' 0 • Pond/Wetland buffer delineation Y ~ • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ,g ? ? • Lot IinesBearings & dimensions ~ p ? . Right-of-vray and sSreet width (to back of curb) ,g • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) • Show all easements of record and any City utilities within those easements 0 • Setbacks of proposed structure and side ard setback of adjacent existing strudures ~J ? 0 • Retaining wall requirements: Reviewed By: Date ~~~~d'7 G:IFORM5/8uilding Permd Application Rev. 11-26-04 Certificate of Survey ~o<~ TOLL BROTHERS OF ~ 1400 Corporate Center Curve Eagan, MN 55121 4891, 4893, 4895, 4897 STEEPLECHASE COURT n . . ~ EC~UIRED a, ~ iv. 9 , , ~ nyf'~, 9 37.5 ~ 4~~ ~y F~~~ _ ~r7~ SB`J r~6h'z~~ zoe `P 9588~ N ~~t,~w~ 3:1 MeDCirt1Uf11 SIOpeB ~2 . 2•Q 0 ti~°" ~ ~,sAH ~w. or Fletaining Wall WiU ~ ~ i o RE~ 95G:OD ~ ~ N ~ 48~ ~i p ga 'IE 94fY37 NE ~ R W~~ ~-a~So9 9S I IE~4109 SIj a ~ e+ ~ E~ ~ tNa ' ~ 956,5 g20~ / ~ v100~ ~6~ 95 Gi 3 ; ~ ~ ~ i 9s ` / loV 95 9Sa S~ 9 1 {1 F ~ r l~ ~4 n.9 ~ ~ 5<g ~ 4.3 ~ 5j7 sS> ~ ~ ~ `liaa ~ ~Fr~ ` y5J E~e+ i ~ . loo ~ ~Z •7 , 95j m * PNP oY . 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' ~m ~ ~ ~ ' / ~ \ 9qB9 ,j.29~88 ~ G ~l0 yl \ g 950 l6 v T~+i 'h~ S " ~ Q m ~o ~ a m , ~ ~ 5+.~ o `53 ~ Q~ ~~y 7~ ~ = _a Q '~r ~,y~N ~ 9s ~9' p~~~ woY + ~»r ,v t' ie~xv Q ~ . ' C. ~ O ' ~ '~'GOb !Q Np ~g y r's'~ (~f ~6'~~~ ~ S Q~P 9 g2~ryg~ 9l~5^' /`Q ~O.O~~ `~~R ~s4.7 ilo t 0 9 t-~; ~'h §a:., y - f C 3 ~/J ~ @ Jrq 1 94j d~~SrJ~^~ 9 3 0'I' \ 19• /~yla ~~i'~'! V . - ' e+ \ a" ° 'w ~ ~ o S ~o %w~ oP t ce . \ 9q6. ~ 'tn N 6~N~ / ~ 9550.~ ~ Vyl ? ,E ~`7 z„~~4y" C1 Q . ~~i ~ ~0 6.3 N 7i o q5y ~,u. TB 5 50 r f~ t ~ 1 ~ g ~Qd r 5~ ~h'~y,c„ ie o g3.0 ~ i~ g5 2 i ' 3 ~ / 95y ' hh: ~ x' o ~ < t 1 ~4 9 7 9$ 8g 92 ~ i~ 1 ~ . s '6 4 , 1 .9q8O e~`~~150~ ~ V j / _ ~e o~2 ~ ~ 9' 8 9"w ' Walkout & Lookout 9~~ ~z~~'' '4, 2•0 Prop. San. & W~tr±r I~y, 1 Elev,=g43.8 per RLK Constructlon I ~ P~RIIVIETER CONTROL NORTH plans dated 7-6-OS ~ ~ PLAT BENCHMARK I Contours shown per appoved grading plan. To Nut H rant Lots 1 and 2, Block 3, Proposed floor elevations are 1 toot lower P ~ than those shown on grading plan par 0 30 Steeplechase approval of platting engineer. Elevatlon = 989.17 feet (NGW 1988) SCAIE IN FEET SITE BENCHMARK LEGEND Tap of offset IP north of northwest corner of building e~velope. Iron monument found e Drainage Dlrectlon Elavatton = 954.86 feet, as ahown hereon. p= Dffset lron ° Proposed 10' contoura from grading plan -842- = Proposed 2~ contours from grading plan = Drainaga & Utllity Easement Exleting sanltary sawer AREAS ¦8~•0 = Existing Elevation = Existing storm sewer Lot 3 Area = 20,508 S Ft. Propoaed elevatlon fram grade - I-= Exiatfng water Total Condo Areo = 70J,324 S Ft. or development plan O = Sanltary manhole q• oa = Gate valve 20% Max. Covecage = 140,665 Sq. Ft. Proposed elevation Foundation Lot 3. Block 6 = 9073 Sq. Ft. ~ = Electrical box Foundation Lot 1, Block 8 = 6676 Sq. Ft. Bearfngs shown ore osaumed p = Telephone box foundatlon Lot 5, Block 8 = 9072 Sq. Ft. Foundatlon Lot 2, Block 7 = 7106 Sq, Ft. Remalning coverage Available = 108,738 Sq. Ft. PROPOSED ELEVATIONS PROPOSED ELEVATIONS L o t 3 B I o c k 6 4891 & 4893 4895 & 4897 ~ Garage floor elev. = 957'S Garoge floor alav. = 954.5 S T E E P L E C H AS E Top of block elev. m 957.8 Top of block elev. = 954.8 Lowest floor elev. = 949.2 Loweat floor elev. = 946.2 O F EAGAN Drawn: JAG Checked: MEC Drawing Ffle: 700\L3,B6 .DWG DAKOTA COUNTY, MINNESOTA Project No. 2006-408-L Subject to easements of record, if any. Duluth, MN. I hereby cartify that this survey, plan or rePort was prepared by Hibbing, MN. me or under my direct supervision and that I am o duly Licensed Ham Lake, MN. Land Surveyor under the laws of the State of Minnesota. Minnetonka, MN. _...y/~~ ~ ~ Kv~ar~o LTD Phone: (952) 933-0972 April 19, 2007 ~ / Fax: (952) 933-'I 153 Micha I E. Ca non, MN License No. 40035 Date www.rlk-kuusisto.com 61 ~ O Blue Circle Dr. • Suite 00 • Minnefonka, MN. 55343 no~ zo. zoo> >o.,aom T:\Tpu eromers\2006-a08-1.\tlwg\700\EXPORT\6-19-0]_Andy 8\2006-<08-1-~~8-L3,B6.Awg , ~ NEW (2) 1 3/4' x tt ilb' LVLHEAOER EXIST. (2) 1 3/4' X 9 t/a" ' LVL HEADER A r---------------- - NEW (2) 1 3/4' z 11 '1f4" LVL HEADFR ~ • ~ - I~ EXIST.(2)1314"X97/4' II LVL HEADER ~ ' ' ~ ~ FASTEN INTERIOR SHEATHING ~ II TO HFADER WI7H Bd. COMMON II NAILS IN 3' GRID PATTERN A.4 SHOWNAND3'O.C.INALL I NEW3~6'MIN. FRAMING (SNDS AND SILLS) I THICKNE55 WO00 NP. II STFtUCTURALPPNEL II SHEATHING ~ II EXIST. EXiERIOR WDO~ STRUCNRAL I PANELSHEATHING ~I ~I i i . ° . . . d ? tl ' . ' . A SECTION A-A GARAGE DOOR WALL INTERIOR ELEVATION SCALE:NTS DATE INIT -e~:c-_-iai; .'~a;.:vsp?an,sreci- 12-19-07 LMG :t~ut; c: r~~~R was grep:'•~1 by m~ o, :md~. :^.y d~~~:ct sepervision ~ ~r,.d [`ai I .:rn z d~tty Licer.sed Prc,f~>sionsl ia;en~:;t u?od~r £ae 1.a•.vs o: ~~z S~a?e ci i:4;~:ncsota. print ;~iame: I5.4*+1. GRGSSE Signatc;:e 'w ~ Date l2 21 ~1 Lic e'#~7-4535 ~ 2004 TOLL BRO7HER5, INC. COST CODE: RFI # 67771 - GLENCOE AND WAYZATA MODELS SCALE: 1" = 1'-0" GARAGE PORTAL REPAIR - SECR - TBI LOTS #4, 6, 33, 36, 46, 49 l OF 1 ~ ~oll Architecture ~ December 21, 2007 Jon Henson Steeplechase of Eagan - Carriages 4876 Steeplechase Way Eagan, MN 55122 RE: Glencoe - TBI Lot #004 82 Steeplechase Circle Wayzata - TBI Lot #006 483 Steeplechase Circle Wayzata - TBI Lot #04 Steeplechase Court~ l~ia2aa i i 77$+~/ Glencoe - TBI Lot ~049 4991 Steeplechase Court Glencoe - TBI Lot #033 4898 Steeplechase Court Wayzata - TBI Lot #036 4904 Steeplechase Cour[ Deaz Jon, For TBI Lots 004, 006, 033, 036, 046, and 049 (Glencoe and Wayzata models), a(2) 1 3/4" x 9 1/4" LVL header was installed over the 16' gazage door. The 9 1/4" LVL is not deep enough to comply with the APA gazage portal bncing detail (shown on detail ENG-6/D2). A new I 1 1/4" deep header must be installed per the following procedure (all work may be done from the interior of the gazage so that all exterior finishes may remain): 1. Remove all drywal] from the inside face of the front garage wall. 2. Cut and remove cripple wall studs located above the exisring door header. 3. Install a new (2) 1 3/4" x 11 1/4" LVL header directly on top of the existing header. The new header should be the same length as the existing header. The new header does not need to be nailed to the existing header. 4. Install new cripple wall studs from the top of the new header to the underside of the double top plate. 5. Install min. 3/8" wood structural sheathing to the entire interior face of the front garage wall using the same nailing pattem as indicated on the attached detail. The sheathing shall be installed from the bottom of the bottom plate to the top of the top plate, and for the entire length of this wall. 6. Install drywall over the interior sheathing as needed. If you have any questions or concerns, please do not hesitate to call. Sincerely, - c hereby certify that tlsis plaq speci- Toll Brothers, Inc. fication, or report was prepared by me or uuder my direct supervisi~ k,~,~2- znd tbat I am a duly Licensed Professional Engineer vader the Lisa Gr se, P.E. laws ofthe State of Minnesota. Assistant Director of Engineering p~t Name: ISA M. GROSSB MN License #44835 _ CC: Ken Mackenzie Signetnre: a~~-. LMG/11 Date !2 yi ~7 Lic #44835 SECR_1tr0014 EASTERN D[VISION 250 Gibraltar Road ~ Horsham, PA 19044 ~(215) 293-5300 ~ FAX: (215) 293-5313 PHILADELPHIA ~ ORLANDO ~ SCO'LTSDALE ~ DALLAS s DENVER ~ LOS ANGELES .4 `TOII `RttY'OthCls COMP,9NY ~ `T'oll Architecture~ December 21, 2007 Jon Henson Steeplechase of Eagan - Carriages 4876 Steeplechase Way Eagan, MN 55122 ( RE: Glencoe - TBI Lot #004 82 Steeplechase Circle Wayzata - TBI Lot #006 483 Steeplechase Circle Wayzata - TBI Lot #046 7 Stee o~ Glencoe - TBI Lot #049 4991 teeplechase Court- /~h^''~' ~~7 ~'7 Glencoe - TBI I,ot #033 4898 Steeplechase Court Wayzata-TBILot#036 4904SteeplechaseCour[ Dear Jon, For TBI Lots 004, 006, 033, 036, 046, and 049 (Glencoe and Wayzata models), a(2) 1 3/4" x 9 1/4" LVL header was installed over the 16' gazage door. The 9 1!4" LVL is not deep enough to comply with the APA garage portal b;acing detail (shown on detail ENG-6/D.2). A new 11 1/4" deep header must be installed per the following procedure (all work may be done from the interior of the garage so that all exterior finishes may remain): 1. Remove all drywall from the inside face of the front gazage wall. 2. Cut and remove cripple wall studs located above the existing door header. 3. Install a new (2) 1 3/4" x 11 1/4" LVL header direct]y on top of the existing header. The new header should be the same length as the existing header. The new header does not need to be nailed to the existing header. 4. Install new cripple wall studs from the top of the new header to the underside of the double top plate. 5. Install min. 3/8" wood s~uctural sheathing to the enrire interior face of the front gazage wall using the same nailing pattem as indicated on the attached detail. The sheathing shall be installed from the bottom of the bottom plate to the top of the top plate, and for the enrire ]ength of this wall. 6. Install dry~vall over the interior sheathing as needed. If you have any questions or concems, please do not hesitate to call. Sincerely, c hereby certify that this plaa, spaci- Tol] Brothers, Inc. fication, or report was prepared by me or under my d'uect supervisioa ~ k, ~ and that I am a duly Licensed Professional Engineer imder ihe Lisa Gr se, P.E. laws of tha State of Minnesota. Assistant Director of Engineering p~t Name: ISA M. GROSSE MN License #44835 _ Signatnre: a71~ ~ CC: Ken Mackenzie LMG/11 Date l2 y~ ~ Li #44835 SECR ltr(1014 EASTERN D[VISION 2~0 Gibraltar Road ~ Horsham, PA 19044 ~(215) ?93-5300 ~ FAX: (215) 293-5313 PHILADELPHIA ~ ORLANDO ~ SCOTTSDALE ~ DALLAS ~ DENVER ~ LOS ANCELES g ~j"p]J `$rothers COMPANY ~ „ NEW (2) 1 3/4': tt 7!4' LVLHEADER EXIST. (2j 1 3/6' X 9 7/A" ' LVL HEAOER r_~~__~~__~~~~~~~ _ A NEW(2)73/4'xt11/6' LVL HEADER d: - - - - - - - - - - - - - - ~I exisr. ~z) i sra~ x s va• I LVL HEADER ' FASiENINTERIORSHEATHING II • TO HEADER WITH Bd. fAMMON NAILS IN 3' GRID PATTERN AS II FRqMING (STU S AN~ SILIS) I~ NEW 3/8' MIN. ryP I TiICKNESS WOOD I STRUCTURALPANEI II SNEATHING EXIST. EXTERIOR . WOODSTRIJCNRAL I PANEL SHEATHING II II. a _ . • ' ~ .d. . . , ~ . a A SECTION A-A GARAGE DOOR WALL I NTERIOR ELEVATION SCALE:NTS DATE INIT . ~ y t>r,t;y :.ha;. t:;is ular, sFeci- 12-19-07 LMG ..lu?;ct;, c: r~~ort v~r:;,'rr;p2.-:d hy . me o~ :uid:;* my ci~cct sc:pcrvisicn ;r.d ;'~at I ar• z d~_ly ! ;censed Prc`i:s..^n~l ~a~:r~:;r v~:d~r tne la.,s o:` ~Y~e `..:.>~te cf;:l;nncscta. P; ir.t ;Vzme: ISA?r~L CiP..^~SSE Signa.ar u' Date 12 21 O~ Lice e#~i4835 ~ 2D04 TOLL BROTHERS, iNC. COST CODE: RFI # 67771- GLENCOE AN~ WAYZATA MODELS SCALE: 1" = 1'-0" GARAGE PORTAL REPAIR - SECR - TBI LOTS #4, 6, 33, 36, 46, 49 1 OF 1 ~ • ~ • STEEPLECHASE ' ~ ~ ~ ~ • OF EAGAN ~ • ' _ _ _ . _ _ . _ To: ~E'~~ 1~ ~?i ~CG.~Q.' L,'F1~ o~ Lr.'~w~rom: ~ i C ~C l~ . d- ~ r• 1~. . Fa~c Date: ~~-P G ~ . i - . Phone: a " 3d b - ~ 3cj Pages: Re: CC: ? Urgent ? For Review ? Please Comment ? Please Repty ? Ptease Recycle •Comments: ~ c 1'-I-o. G~ e~ ~-F~n ~ I ~J r . ~'er~y - pleUs~ ~~,UC~~S l,n G~~r,'~~-la l~~l--}S. J ~'r `~5 ~,~~,sa.sa ~ G ^ .4v y~ .P ,'~d~,liv ~N~ eY: >2 - ~~,r~: ~ Z BUILDING lNSP~CTIOfVS DIVlSION ~ `T ~oll Architecture LETTER OF TRANSMITTAL COMMUNITY TO: Jon Henson ABBREV: SECR Steeplechase of Easan Carria¢es COMMiJNITY 1662 4876 Steeplechase FROM: Rustv Thurlow Way Eagan, MN 55122 Toli Architecture Eastern Division 250 Gibraltar Road Horsham, PA 19044 (215)293-5300 Fax:(215)293-5313 DATE: 12/21/07 REF: Repair - Gara~e Portal Detail WE ARE SENDING YOU: [X] attached under separate cover via the following items [ ] shop drawings [ ] prinu ( ] plans [ ] samples [ ] specifications copy of letter change order option details COPIES DATE NO. DESCRIPTION 3 12/21/07 Ltr 0014 SECR- Muiti le Models and I,ots - Gaza e Portal Detail RFI #67771 These are transmitted as checked below: ~ for approval approved as submitted resubmit copies for approval [X] for your use approved as noted submit copies for distribution [X] as requested returned for conecrions return coaected prints Remarks: Please review sign and return to Tol] Architecture at your earliest convenience. Please contact Rusty Thurlow if there aze any questions Thanks. _ Signature: Rusty Thurlow Date: 12/21/07 If enclosures are not as noted kindly notify us at once. ' ~ `?'oll Architecture ~ December 21, 2007 Jon Henson Steeplechase of Eagan - Carriages 4876 Steeplechase Way Eagan, MN 55122 RE: Glenooe - TBI Lot #004 4826 Steeplechase Circle ~~~L'(~ Wayzata - TBI Lot #006 4830 Steeplechase Circle ~ Wayzata - TBI Lot #046 4897 Steeplechase Court ~ ~~c Glencoe - TBI Lot #049 4991 Steeplechase Court -~L ~ Glencoe - TBI Lot #033 4898 Steeplechase Court ' Wayzata - TBI Lot #036 4904 Steeplechase Court Q~'f1/ Dear Jon, For TBI Lots 004, 006, 033, 036, 046, and 049 (Glencoe and Wayzata models), a(2) 1 3/4" x 9 1/4" LVL header was installed over the 16' garage door. The 9 1/4" LVL is not deep enough to comply with the APA gazage poRal bracing detail (shown on detail ENG-6/D.2). A new 11 1/4" deep header must be installed per the following procedure (all work may be done from the interior of the garage so that ali exterior finishes may remain): 1. Remove all drywall from the inside face of the front garage wall. 2. Cut and remove cripple wall studs located above the existing door header. 3. Install a new (2) 1 3/4" x 11 1/4" LVL header directly on top of the existing header. The new header should be the same length as the existing header. The new header does not need to be nailed to the existing header. 4. Install new cripple wall studs from the top of the new header to the underside of the double top plate. 5. Install min. 3/8" wood sh-uctural sheathing to the entire interior face of the front garage wall using the same nailing pattem as indicated on the attached detail. The sheathing shall be installed from the bottom of the bottom plate to the top of the top plate, and for the entire length of this wall. 6. Install drywall over the interior sheathing as needed. If you have any questions or concerns, please do not hesitate to call. Sincerely, I h~reSy eeRiry t~at+u'us p'aa, spxi- Toll Brothers, Inc. frcation, or rego~* was preoared by me or u.~d~R my direct sepervision and fhzt I am a~c1y I.icynsed Yrefessianst E~gineer :uder the Lisa Gro e, P.E. ~w's cfthz StaTe of t,~finnesata. Assistant Director of Engineering ~~t?Qame: ISt.M. GRCt~SE MN License #44835 - Sigaatr:re: ~7'VI ~ CC: Ken Mackenzie LMG/11 Date Z zl ~ Lic #`44835 SECR 1ti0014 RFI#67771 EASTF,k2N DIVIS[ON 250 Gibraltar Road v Horsliam, PA 19044 ~(215) 293-5300 ~ FAX: (215) 293-5313 PHILADELP}iIA ~ ORLANDO ~ SCO'I'TSDALE e DALLAS a DENVER o LUS ANGELES A `'TOll ~B1tDthCls COD9P,ANY , . NEw~z~, va~,,, vo• LVLHEADER EXIST. (2) 1 3/4' X 91l<' ~ LVL HEP,OER A r---------------- - - NEw (z> i ~a•. ~i va• LVLHEADER d: I~ ' - - - - - - - - - - - - - - ~'r I E%IST. (2) t 3/4' X 91l4' ~ I LVLHEA~ER FHSTEN INTERIOR SHEATHING ~I TO HEAOER WITH Bd. COMMON I NAILS IN 3' CaRID PATTERN AS I SHOW N ANO 3' O.C. IN ALL NE W 3/8' MIN. FftAMING(STUDSANDSIlLS) II THICKNESSWOOD NP~ II STRUCTURAL PANEL I SMEATHING I EXIST. EXTERIOR II WOODSTRUCNRAL I PANEL SHEA7HING ~I I~ . . e . .e., . . . . . , ' m ~ a. ~ . A SECTION A-A GARAGE DOOR WALL I NTERIOR ELEVATION SCALE: NTS DATE INIT [ hereby ce:tify tl~at thi; p1an, sc~i- 12-19-07 ~MG i~caticn, or r~, t? vr;;s ; n;~±.nrea ~y . rne er ~md~r c~y cirect s~pervi~ien and ±Lat L att~ a dts~y i: cen~r3 Pc~Fe<:sionai E^ :cersr.:;e: tlt0 ldtVS Oi .ry`. ~`~~dI:~C'e t4:17liwQf8. i=:i, . Nzm~: ;SAP,g. G~Q3SL$ S;g::acr:re: ~ate ZI ~ Lic., e :':,"4335 ~ 2004 TOLL BROTHERS, INC. COST CODE: RFI # 67771 - GLENCOE AND WAYZATA MODELS SCALE: 1" = 1'-0" GARAGE PORTAL REPAIR - SECR - TBI LOTS #4, 6, 33, 36, 46, 49 1 OF 1 ~ .~~a~ • : • STEEPLECHASE ' ` . - • OF EAGAN • . ' _ _ _ _ _ _ ~ . To:?er~y Zel„~I«.~L~=E,~o~~~;u~~~ iZ~~~c l~~ ~or• 1-I. Fax: Date: ~O~-0~ "~J ~ . Phone: 61.~ 3~ b" i3o'-) Pages: _ _ Re: CC: - ? Urgent ? For Review ? Please Comment ? Please Reply ? Please Recycle •Comments: 7 ~ -r+~. c G, e~' ~+c~ , l ~ . ~"~,~~y - j~I~USQ ~ e~ ~r~,5~ ~1fUCQQrS I,n G~~r,'rn5t°. ln,~r~S~. 5 ~ ° 3 4~" ~ €fY: ~ - [3ATE: - BUILDIfVG [NSA CTIQNS 61VlSiON ~ `?"oll Architecture LETTER OF TRANSMITTAL COMMUNITY TO: Jon Henson ABBREV: SECR Steeplechase of Ea¢an Carria¢es COMMIJNITY 1662 4876 Steeplechase FROM: Rusty Thurlow Way Eagan, MN 55122 Toll Architecture Eastern Division 250 Gibraltar Road Horsham, PA 19044 (215) 293-5300 Fax:(215)293-5313 DATE: 12/21/07 REF: Repair - GaraEe Portal Detail WE ARE SENDING YOU: [X] attached under separate cover via the Following items [ ] shop drawings [ ] prints [ ] plans [ ] samples [ ] specifications copy of letter change order oprion details COPIES DATE NO. DESCRIPTION 3 12/21/07 Ltr 0014 SECR - Multi le Models and Lots - Gaca e Portal Detail RFI #67771 These are transmitted as checked below: for approval approved as submitted resubmit copies for approval [X] for your use approved as noted submit copies for distribution [X] as requested retumed for coaecrions retum coaected prints Remarks: Please review sign and return to Toll Architecture at your eazliest convenience. Please contact Rusty Thurlow if there are any questions Thanks. Signature: Rustv Thurlow Date: 12/21/07 If enclosures are not as noted kindly natify us at once. ~ ~ `?~oll ArchYtecture ~ December 21, 2007 Jon Henson Steeplechase of Eagan - Carriages 4876 Steeplechase Way Eagan, MN 55122 RE: Glencoe - TBI Lot #004 4826 Steeplechase Circle ~Q~L'(~ Wayzata - TBI Lot #006 4830 Steeplechase Circle ~ Wayzata-TBI Lot #046 4897 Steeplechase Court Glencoe - TBI Lot #049 4991 Steeplechase Court ~L~ Glencoe - TBI Lot #033 4898 Steeplechase Court - 6tiL ~ Wayzata - TBI Lot #036 4904 Steeplechase Court QcL T1/ Dear Jon, For TBI Lots 004, 006, 033, 036, 046, and 049 (Glencoe and Wayzata models), a(2) 1 3/4" x 9 I/4" LVL header was installed over the 16' garage door. The 9 1/4" LVL is not deep enough to comply with the APA garage portal bracing detail (shown on detail ENG-6/D.2). A new 11 1/4" deep header must be installed per the following procedure (all work may be done from the interior of the garage so that all exterior finishes may remain): 1. Remove all drywall from the inside face of the front garage wall. 2. Cut and remove cripple wall studs located above the exisring door header. 3. Install a new (2) 1 3/4" x 11 1/4" LVL header directly on top of the exisUng header. The new header should be the same length as the existing header. The new header does not need to be nailed to the existing header. 4. Install new cripple wal] studs from the top of the new header to the underside of the double top plate. 5. Install min. 3/8" wood structural sheathing to the entire interior face of the front garage wall using the same nailing pattem as indicated on the attached detail. The sheathing shall be installed from the hottom of the bottom plate to the top of the top plate, and for the entire length of this wall. 6. Install dryv?all over the interior sheathing as needed. If you have any questions or concerns, please do not hesitate to call. Sincerely, I he*eby certiry thac L'ria plan, sp~i- Toll Brothers, Ine. Scavon, er r~ort ~~4s prepazed by me or uad~T Lny direct sepz: c;sion and thzt I am s de:]y I,icenscd j~G? E'; o;essionsi Engitzeer Fx:~der the Lisa Gro~de, P.E. !1u's oft~e Saie of;~,ianesota. Assistant Director of Engineering ~~f Nzme: 15A M. GPGu6E MN License #44835 • Signatr:re: CL~'VL ~ CC: Ken Mackenzie LMG/11 Date 2 2l o"I Li ~i44'835 SECR_1~0014 uFI #67771 EASTERN D[VISION 250 GiUrdltar Road ~ Horsliam, PA I9044 ~(215) 293-5300 ~ FAX: (215) 293-551 i PHILADELPHIA ~ ORLANDO ~ SCOTTSDALE, ~ DALLAS o DENVER ~ LOS ANGELFS A. `7011 ~Bt1~thCtS COMPANY { . , NEW (2) 1 3/A' x 11 7/4' - LVIHEADFR EXISL ~2) 1 3!4" X 9 1/4' - LVl HEADEft p ~ ' r---------------- ~ NEVJ (2) 1 3/4' x 11 1/4' LVLHEADER d~ ii ' - I EXIST.(2~13/4'X91/4' ' I LVL HEADER FASTEN INTERIOR SHEATHING II TO HEADER WITH 8tl. COMMON NAILS IN 3' GRID PATTERN AS II SHOWN AND 3' O.C. IN ALL NEW 378' MIN. FR4MING(STUDSPNDSILLS) II THICKNESSWOOD TYP~ II STRUCTURALPANEL I SHEATHING I E%IST. EXTERIOR , II WOODSTRUCTURAL . I PANELSMEATHING II II a . . . a ° ' m . a • ~ A SECTION A-A GARAGE DOOR WALL I NTERIOR ELEVATION SCALE:NTS DATE INIT ( hcreby certify that ~is ptan, s^eci- 12-19-07 LMG iic.tti.;n, or repert tF~:s ~:crared 1iy . re~e er cr:der di~ect s~p;n^s=on usid ?!?at ! am a du'y ;.ice.nse3 1'r;~fes::'s,~~:al L-:a~j',.~c~rur.de; the !;;:vs off,~.: ~';;;,te o: .:i~ncseta. Prn:lvame: 15AP,?. GRCSS~ 5;,2,na:z;re: Daie 2l O Lace; e~4335 ~ 2004 TOLL BROTHERS, INC. COST CODE: RFI # 67771 - GLENCOE AND WAYZATA MODELS SCALE: 1" = 1'-0" GARAGE PORTAL REPAIR - SECR - TBI LOTS #4, 6, 33, 36, 46, 49 1 OF 1 . i I Mar 14 20G8 4:56PM No 3225 . P 1 • n ~.nS ~Y4~ST.4 tV ~ZY~, 4~';~~ ..Y'v ~ ~•'-~,$~t414.. . . . ~ ~ S t` ,cC~~E~ ~ k.~.. 1.'., } ~ .~.,.~!~:c {'`z r S ~ _ _ w~n ~:Sb. W.~ ~ ~..w n.. . . . ..r ~ ~ _ _ n . ; - . . . . . . _ n ~ . _ . _ ~ I . . , • . . . I.. . . .:....w.S.'.~_~....~. . . . ~~Gyy e ' . ' ' . ~ ' ~'JLSJl~~ . . . . . : ' . . x. . - ' . s- v~. ~ .i . . . . ' }..der ~5....5+. . ~ - .v,:.- -+:..'.:ro,~'v~--m`~'a..~,:~~-. ~.a~" . . . . . . - .___.J~ , . . . . . ~ _ . . ~ ..x'_ r ' . r' : . . . rv . . . ; i . _ - ' as ~ ~ . - 1.. ; - _ ~T „ _ . . ~~~II~.. _ - . . . . . . . a . . CfT'( OJ~` . . ' . . . e ..TO• JC.QY(' ~,~~l1oJ J~kA~ Fmm: RIekK~lhed9e-Sr.ConshYicOonManager . F~.__~~-__~_~.sy o~:__a1~~/oe: - - _ . . . . _ . . ~ a~~ z . ~ Phon~ , ` 4'C;.~::..------.:.--_.:--.__:--.:_.:_..__... __..::.'..'_.L._.. ~ . . RG..~,.. . . . . . ~ . . /~-...~ti. _/~GO~I-.~._ . ~~h9ent ? For lRsvisw O Pleass Cmnn~ent ? Pleass R~P~Y O Pbas~ Re~de .Cw~anents: i ~ ~GOrI i \ ~ o~,~ ~ s,~~- ~ ~E'R- CD~iL- "~q•ussia-~s %-fr s iN ~ i i _ .~i4t.a r'D `-E~-r~.~-- . 6'nona. _ LJ£~r~.~- ~j E. R~i ~ ~ 'Ti~ - . _ • - _ . . . F _ . . . . . . . . ' c~ A~A~h_ N f~h~~-~-~. y o.ti.~ ~.ca.~6 s f, % J/~ - ~ _ _ - - - - - . _ _ _ . _ c~ Fan_. `-F°aS3 Sfi~.F/~{~wos~ eo~n.-r. ! l~lk.~ ~ S~ ~ c-t.~ LG • ns~i 14GV2~~81i4:51PMblzaz5zaea RAY N WELTER HEATING N0. 3775 PrN~E 02/02 A , p~ ~ our f e ~er j i~ti~ N. WELTER H~nriN~ co. 4e37 CMiCAGO AVEHUE SOUTH MINNFJ~ROLfS, MN Sd407 612-825•6867 March 19, 2008 TOLL BRaT't~RS - Attn~ Rick i400 corporate Ce~ter Catve - Suite 110 Eagan, PII~T. 55121. TOSVHOM IT MAX CONCEIW: REe '1'OLL BROTl~Tts J08 AT - 4993 5 teepiec_1kisP CourtJ Iat 48 `~l't7.is does liave a 20" tn 2n" insu~a+.xon coi.tar around the 4" Claes "B" Fiue for t1~ qarage uni~ heater. If you have any questions, ca].1 Jot3 Welter ^ 612-875-b867. RAY N. WA,^~R HEATING CO. Jce We7.tez ~ o `1`"0ll `Brothers America's Lusury Home Builder" Mazch 28, 2008 Terry Zelenka City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Re: Escrow checks for exterior completion items Terry, Please find attached two checks in the amount of $5,000 each made payable to the City of Eagan. This is to be placed in escrow for the completion of exterior items in order to obtain a temporazy certificate of occupancy. The checks aze for: 4893 Steeplechase Court, Toll lot #4H. Temporazy C.O. already issued 4830 Steeplechase Circle, Toll lot #6. Temporazy C.O. issued today. The escrow money is held for completion of retaining walls, sod and final approval of grading. Once these items aze complete, Toll Brothers will request a final exterior inspection. Once approved, the escrow will be retumed to Toll Brothers. If you have any further questions, I can be contacted at 651-365-0601. Thank you, ~'oll Brothers Inc. . ~ Jon enson ect manager Steeplechase of Eagan New York Stock Exchange • Symboll'OL Minnesota Division - 1400 Corporate Center Curve, Suite 110, Eagan, MN 55121 (651) 365-0551 • Fa~c (651) 365-0557 tollbrothers.com r• r ~ ~----------------i I FaiOffice~Us'e Cit of E~ a~ ; Permd# UJ?~~ j o I ~ F' I b I Permit Fee: ~-~G ' V~J I 3830 Pilot Knob Road ~ ~ Eagan MN 55122 ~ Date Received:dS `Z.~' 0~ ~ Phone: (651) 675-5675 ~ ~ ~ Fau: (651) 675-5694 i Staff: ~ 2008 RESIDENTIAL BUILDING PERMIT APPLICATIONI~./f ~-1 8 a-Jr~ y~~~ `7'~fC~I~CGGrde ~ CI~ ~L~(X ? Date: ~o Site Address: Tenant: Suite RESIDENT / OWNER Name: F~Qk ~k'~ ~4 l~furn s-~ Phone: ~d'7~a'" Address/City/Zip: YDIJ S~~Pp~~Nlifz C( Applicant is: ~ Owner Contrador 1'YPE OF WORK Description ofwork: ~QG~ Construction Cost: r0~0 Multi-Family Building: (Yes ~ I No~ CONTRACTOR Name: T~5 ~Yea~~v~ ~~°e`°'~Y~hG, ~icense#: a'd~°8~~3 Address: 1 V T~"~ ~U~rff Gr~'. City: ~h+9 ~7~ State: Zip: 5 3 ~ o~Y Phone: ~v '~1 G 3'~0~ Contact Person: ~e fT COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateqorv 1 Minnesota Rules 7672 Energy Code . Residential Veniilation Category 1 Worksheet • New Energy Code Worksheet Category Submitted Submitted submission type) • Energy Envelope Calculations Submitted In the last 72 months, has the City of Eagan issued a pertnit for a similar plan based on a master plan? _Yes ifJo ,If yes, dale and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and suppoRing documents that you submit are considered to be public informadon. PoRions oi tire information may be c/ass~ed as non-public ff you provide specific reasons that would permit the City to ; conciade that ihe are trade secrets. I hereby acknowledge that this information is complete and accurate; that the work will be in confortnance with the ordinances and codes of the C@y of Eagan; that I understand this is not a permit, but only an application for a permit, and vrork is not to start without a permit; that the wodc will be in accordance wdh the approved plan in the cau of work which requires a review and approval of plans. x ~C-`F'~S~kw6 el1 - x iI/ ApplicanYs Printed Name A 1ic S' Jr. ire Page 1 of 3 . DO NOT WRITE BELOW THIS LINE sus rvPes ? Foundation ? OS-plex ? 16-plex ? Accessory Building ? Pool ? Single Family ? 06-ptex ? Fireplace ? Porch (3-season) ? Eut Alt. - Multi ? 01 of _ Plex ? 07-plex ? Garage ? Porch (4-season) ? Ext. Alt. - SF ? 02-Plex ? 08-piex Deck ? Porch (screenlgazebo/pergola) ? Multi Misc. ? 03-Plex ? 10-plex ? Lower Level ? Storm Damage ? .04-Plex ? 12-plex ? Miscellaneous WORK TYPES ~ New ? Interior Improvement ? Siding ? Demolish Building' ? Addition ? Move Building ? Reroof ? Demolish Interior ? Alteration ? Fire Repair ? Windows ? Demolish Foundation ? Replacement ? Egress wndow ? Water Damage ' Demolition (entire building) - give PCA handout to applicant DESCRIPTION: ~ Valuation V~ Occupancy MCES System Plan Review Code Edition v(~ SAC Units (25%_ 100% X, ) Zoning City Water T Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Consk 1~/~ Width _~.rt~ REQUIRED INSPECTIONS Footings (new bldg) Sheetrock Meter Size: ~Q Footings~deck) FinallC.O. 1 Footings (addition) ~ Final/No C.O. Foundation HVAC Drein Tile Other: Roof: _Ice & Water _Final Pool: _Foo6ngs _Air/Gas Tests Final Freming Siding: _Stucco Lath _Stone Lath _Brick Fireplace:_R.I. _AirTest _Final Windows Insulation Retaining Wall Reviewed By: ~ , Building Inspector Pj(~~ ~~y'' RESIDENTIAt FEES: Base Fee ~ ~G ~ ~ Surcharge ~ v~ Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Pertnit & Surcharge Treatment Plant, Copies Total Page 2 of 3 Certificate of Survey ~o<~ TOLL BROTHERS OF ~ 1400 Corporate Center Curve Eagan, MN 55121 4891, 4893, 4895, 4897 STEEPLECHASE COURT p{~ ~ ~ S sa ~&'F.r~ y - • ~ 67. ~ f` + X'1p ~9gJ ~y O, 2 9 E a 00 ° fi~= 3:1 Maximum Sl e~ ToP 95 + ,tt~ s~;r ~ N~~'O ~ E~6 ~ i ~ 10 ~'SArykMF,[ or Fi~Ysining Wall WiA fH'~7r95$t~14~~° ~ ~ 4 8, 7 P 0 4 ~~,~~A+ ~~uN~ 8 e R e q uired Q5 Ko7 95 I? 47 04~.5~4 ~ i ~U,~f`e~ I~ ~i r4~u 956, 8q0~ i~~ ~'1100~ ~56~ 93 ~ ri.i ~ ~ ~ ~P~ Sq H6 ~y S95q j 5. ~ ~ ~ ` ~ ~95j ~9 ~1 ~y~ ('atn- l~ ~i- ~ ~ g5J E~v 9 ~.i '`oa . 9 4.2 ~ 14 5j'1GD ? S~v ~ P~ w Y~ W~1;u'~ , v~A ~ ~ ~ A6 N " M~ ( z ~y9 °'~3 h% ~ : ~ ~ } ' ~ : ~ 50. t pq 50~...1'~~gs 39'S8 p^ O'ap~0u~i~ `~SoP~e 7~ I, ~ y ~ \G~` i ~ 9.> ? i ~ pp<j u~ ~ ~e~ ~ i ~ ~r= ~ ~6 ~~~J« o ~ 9 w 4~e 3°0 g~ 9g; O0 I ,~'~s,~ ~~v~ G'~6CC~' CSF~ ~OD ~ Sq „ SS ~ ~p ^ N N g ,~x a d' ~ W!-1.~ ,,p9C 1 ya O o. ~ _ o. s, si ~ saa s,, C ` }9yS5-J J~' pfo9 oY '~w .~w~,t ~ ` o ~ , ~ ~ ~o »i? .2~--~^ a'O, ~ ,pq ~.^'o ~ `g6. 62 ° F '.y d t p0 95 O 1 O nO.J toP 9 ~ t y 9;5{ i~~~ S ~ Q~ q o t ~ea 5 /q, ~ i ~ .J!.l E `t : `Q iN N O Q ~ tD ~ ~ ~ ~ . H A ^ `y x' ~ n~ 95g 7 3~ ~ G W ~ 14.1 5' 4 ~ ~ ~ I ~n - : 5.2 'm,G 1D ~ .-r~.N ssss s~ ~ ~ ~ r~f ~ ~ ~ D 9 N N r \ oi 4.)~ sj ~ ° M ~1 a S N o a o e s~ s ~ ~ n 1 ~ ~m , ~ ~ cu' ~;1 1Rt°V wo 0 i rs y.2 g ~ ` ~0 3 ` ~ ~O q io o \d~14!5 {p~ ~ ~ f 3s g ' O O ~ Z ~~a 5?5 r tp_ C ~ O-r ~f 1So4 ~ trv ' _ A, A ~ V t ~ v f ~o~ ~ o.°o ~~n ~ g~ a<~~ ~ 4.16d! Z C~ Q~\g 00 ~ iN O 0 • ~a i 1 ~ ~ . 9 a ^ m ° O 6p ~o ~1 ~ A.B ~i0. ~ i ~ i 's„ .~tv 0 v ' 'B• ~ ~ . ` g4B4 5 ,j9q8 ~ ~ n G fP ~ ' gS15~`6 v `~!~S h.~...i+~,- {k"a~i~ z ' S' m 8 ~0 oo- Nio 95s. SJ, Y "~~%x~.,f Q] 9 ^ > jr ~ f/1 0 ~ w~~ r- ` ' 9~ ~~o~ a dr,woY O ~ x~`~~:r~: ~ _ o 9• ~ r'~ , C1 Z' ~ S\p ~P 9 g'2~ 83 9y7 t0 O ~ ,\~~iD~ N s4.! f.~ T ~P 9 ~&3. s.•t;wy ~ . ~ 9a y`~'\50~r~' ro:~S p£ 'G~ ~ 19.0 j~~ e ,~z ~ i ~9} aa Q w ~ Fo ~~O ~0 € t O~Q A ` 9as > ~ ~~C ~ NJ ~959'6'S ~3~t ~E w~~.~}i. i ` 'n 63 N o0 954 .i TB 6 ~~F ~ D G ~ S 5 ~ - ~ ~ ~in o . 8} 0 i, ~ t r~, qS5 20 ~~,a- q i 95 4 ~ , r' ~ ' \p 9 q0 gs 3 020~ /Y ~ 1 1 ~,-r a kr,: q f6 1 .ge8o ' ¢y1~~~S~p` ~ i - 19•$ °~W ~ ~ _ 9~.8 0,29 J 9q~5 So$~ 41 , Y•o, p~i~li~~~~ - 1 IV Walkoui LOOkout iEiev ° ` i ~ Prop. Saa. & Water tnv. ~t ~ 0~ ~ C Elev.=943.8 per RLK Conatruction I \ ~ N~~~'~'~~g~ C~~~~~~ NORTS plans dated 7-6-05 ~ \ ~ ~ 1 PLAT BENCHMARK Contours shown per appovad grading plan. Proposed floor elavatlons are t foot lowar Top Nut tiydrant Lots 1 a~d 2, 81ock 3, than those shown on grading plan per ~ Steeplechase approval of plotting engineer, Elevatlon = 989.17 feet (NGVD 1988) SCALE IN FEET SITE BENCHMARK LEGEND Top of offset IP north of northwest carner of building e~velope. Iran monument found = Dralnage Dlrect(on Elevatlon = 954.86 feet, as ahown hereon. ~ a Offset Iron ~ Proposed 10' contours from grading plan -842- = P~oposed 2' contoura from gra4ing plan = Dralnage & Utility Easament Existing sanltary sower AREAS xeoo.o - Existfng Elavation = Existing storm sewer Propoaed elevation from grade Exfsting water Lot 3 Area = 20,508 Sq. Ft. Q = Sanitory manhole Total Condo Area = 703,324 S Ft. or devefopment plan 207 Max. Coverage = 140,665 Sq. Ft. Proposed elevation ~ = Gate valve Foundation Lot 3, Block 6 = 9073 Sq. Ft. ~ = Electrical box Foundation ~ot 1, Block e = 6676 Sq. Ft. Bearinge ahown ara assumed p = Telephone 6ox Foundatlon Lot 5, Block 8 = 9072 Sq, Ft. Foundation Lot 2, Block 7 = 7106 Sq, Ft. Ramalning cave~age Available = 108,738 Sq. Ft. PROPOSED ELEVATIONS PROPOSED ELEVATIONS ~ 0 l. ~ B I O~~ ~ 4891 & 4893 4895 & 4897 ~ Garage floor alev. = 957•5 Garage floor elev. = 954.5 S T E E P L E C H RS E Top of black elev, = 957•8 Top of block elev. = 954.8 Loweat floor elev. = 949•Z Loweat floor elev. = 946.2 O F E A G A N Drawn: Checked: MEC Drowing Flle: 700\L3.86 .DWG DAKOTA COUNTY, MINNESOTA Project No. 2006-408-L Subject to easements of record, if any. Duluth, MN. I hereby certify that this survey, plan or report was prepared by Hibbing, MN. me or under my direct supervision and that I am a duly Licensed ~K Ham Lake, MN. _ l.and Surveyor under the faws of the State of Minnesota. Minnetonka, MN. f~%y, ~ xaT[~srs~'° LTD Phone: (952) 933-0972 ~'~=l~~~ April 19, 2~47 ~ Fax: (952) 933-1953 Micha I E. Ca non, MN License No. 40035 Date www.rlk-kuusisto.com ~ 6'I'1 O Blue Circle Dr. • Suite #100 • Minnetonka, MN. 55343 Apr .0. 2~0~ ~O:i3om T:\to~l g.others\2006-a08-L\dwg\740\EXPOR~\a-19-07_Andy B\2006-o08-L-i~8-L3.86.Aw9 Address: 4891 Steeplechase Ct. Zip: 55122 Per~mit: 77787 THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECT[ON ON :_~~y~ . Yes No Comments Final grade - 6" from siding Permanent st s- gara e Permanent ste s- main entry Permanent driveway Permanent gas Retainin Wall or 3:1 Mas Slo e Sod/Seeded lawn Traillcurb dama e Porch Lower level finish Deck Fireplace • Verify with your builder that roof test caps from the plumbing system have been removed. • Tum off water supply to the outside lawn faucets before freeze potential exists. • Call the City's Engineering DeparRnent at 651-675-5646 prior to working in right-of-way or installing ixrigation system V BUILDING INSPECTOR: ~ 1 ~ ~ ~ ~ 2 ~ G/Bldg Insp/Forms/2007/ChecklisLs 04/23/2007 09:37 6128252303 RAY N WELTER HEATING PAGE 05I05 Date: 4/23/07 Revision Date. 4/2310•' IJewConstru:tion 5itc Inf~o~ Add~ess 1: 4891 SteepleChase Court ~ r~ ;~roject#; Stec~lects:.se of Eagan Address 2: GlencoAoft plan ot 49 Blo ~k: 6 City: Eagan County: ;'ubdivision: A ~licatlon Information B~.~siness Name: Ray N Welter HVAC r~AN Contractor Licer.se Cc••~tact Person; JOE O;~ce Ph: 612-8256867 Fa>.: Cell Ph: Address 9: 4637 Chicago Ave. So. Citi~: MPLS. State: MN. Zip Code 55407 Ho:ise p tails Sc;uare Feet 4621 sq. ft. Ati:~. Ceiling Ht: 12.25 ; lumber of e~c?•oom.;: 3 . fi V;:-lilation : Balanced T-'-,I Ventilation Capacity : 24E± cfm. Minimum Continuous Ventilaticn :60cfm. Ir,:~.:rmittentVentilation:188 cf~n. C nhustion Aonliance Wa!er Heater: Power Vent I:,put BTUs: 80,Q00 iependently .•~nted Fu•nace/Boiler: Direct VenUSealPd Corrt~ustion inp : BTUs: 80,06U Independently Vented C• ~r Combustion Anplianc~ , C. Fired Direct Vent Fireplac:;!s): Yes Gas Fired Power Ver; Fireplace(s): No C Fired Natural Draft Firepl~. z(s): No :;olid Fuel A; ;,i;ance:;s): No Exhaust Enuioment Continuous Exhaust Ventilati~r. Capacir, 'cfm): N/1 :lothes Dryr. ;cfm): 1?5 ~xl ~ust Fan Rating (cfm): 11 ~ , P' 'Aake-Up Air Required by de Combustion Air P.~in mum COmbustion Air Rec~ :cemetlts ..1et. Appiicant Name {print):f„tf~~e~/~/~~,~~~ Signature/' •t~ Z3~I, r- Code Official (pr(nt): ;ignature/C ~"'~ICenlcrPoint£nergyMinnc~,ncn~., ~OD4A~I.chanicalCodrG~~ideGnts. Pagc 1 ~ ~or Office3U,'s,~ ~ I Clt~ 0~ ~~~~Il I Pertnit# I i Permit Fee: ~ d+~/ I 383D Pibt Knab Road Eagan MN 55122 I Date Received: j Phone:(651)675-5675 Fax: (651) 675-5694 i Stafr: i 2009 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: ~/f' 4 I- g~ 3- 9 S J f~«P G~.<d~ G T Tenant: Suite RESIDENT/OWNER Name: ~~~cP/~ ('~~C~ %.Ya~r~~~J Phone: ~iS/•GSS-J3oo Address / City / Zip: L a~ ~ Applicant is: _ Owner ~Contractor TYPE OF WORK Descnption of work: 2~ -f 9 ~ r'/'~..~ fS Construction Cost: ~f: Uv v- Mu16-Family Building: (Yes ~o~ CONTRACTOR Name: ~v ~r , r~.2.r3 ~ c i t~ License # C1o? Address: O ~o r S ~ City: ~/'r~s ~S v,' / l~ State: Zip: . S~r~ ~I ~ Phone: ~fr~' `f ci.s-r~ ~ Contact Person: (3 G t- L~~ ~ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateqorv 1 Minnesota Rules 7672 Energy Code . Residential Ventilatian Category t worksheet • New Energy Code Worksheet Cdtegory Submitted Submittetl Submi55ion type) • Energy Envelope Calculations Submitted In the last 72 months, has the City of Eagan issued a pertnit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: ~ Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer 8 Water Contractor: Phone: NOTE: Plans andsupporting dacuments ihat yo"u "sutimit are cons~deied to be pubdc infoirnation. "Portions'of. the info~naGon r'rray be class~fied as non public;if you provrde spec~c reasorts ihat would permrt the City to .-r ~ frade secrets.. ~r a,. ` ~ corrcludeffiatthe' aie' ~ _ c I hereby acknowledge Ihat this infortnation is complete and accurete; that the work will be in conformance with the ordinances and codes of the City of Eagan; Ihat I understand ihis is not a permit, but only an application for a permit, and vrork is not lo slart without a permit; that the work will be In acwrdance with the approved plan in ihe case o( work which requires a review and approval of plans. X G~.~ ~ Ec~t~ X ApplicanYs Printed Name ~plicant's Signature Page 1 of 3 PERMIT City of Eagan Permit Type:Building Permit Number:EA179790 Date Issued:10/19/2022 Permit Category:ePermit Site Address: 4891 Steeplechase Ct Lot:3 Block: 6 Addition: Steeplechase Of Eagan PID:10-72540-10-049 Use: Description: Sub Type:Reroof Work Type:Replace Description:Includes Skylight Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. If water damage is encountered, please call (651) 675-5675 to schedule a site visit to verify the extent of the damage. Any repairs must be inspected prior to covering. The inspector will determine if an additional permit will be required to repair the water damage. Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: This permit shall be null and void if work does not start within 180 days of issuance, or if work is suspended for 180 days or more after started. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Rajeshwari Medam 4891 Steeplechase Ct Eagan MN 55122 Parkway Custom Construction Llc 1303 S Frontage Rd Suite 199 Hastings MN 55033 (651) 480-3797 Applicant/Permitee: Signature Issued By: Signature