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1105 Celia Ct2005 RESIDENTIAL BUILDING PERMIT APPLICATION PP -11?1?3'G1 O? City Of Eagan mP --I0 6D 3830 Pilot Knob Road, Eagan MN 55122 Telep6one # 651-675-5675 FAX # 651-675-5694 SS ?(ew Corrstrudian Reauirements 3 registered site surveys showing sq. ft. of lot, s% ft, of house; and a0 mofed areas , (20%maximumlotcoverageallowed) pW -ka)q f2 copies of plan showing beem 8 window sizes; poured found design, etc. j'ui of Eirergy CalculaYions 3 copies of Tree Preservafion Flan if lof platted after 717193 (J Y'Q.? Rim Joisl Detail Options selection sheel (buildirgs with 3 w le s nits)J? I? Date i[¢? fi 9 ConstruMion Cost 4'a Site Address` I,ia!5-- ' - ? i T UniUSte # U P) I Ever Yree-r,. Enc. 1 D' OtaO- (Dl Description of Work ??J{,L?? DD ??LG?rvL?fL? / `?7Y1 D ? Mutti-FamilyBldg _ Y XN Fireplace(s) 0 x1 „ 2 Property Owner Telephone 4 4j7) 4!?72!v 2['Tl t Contractor Address J City State ZiP Telephone # (JA COMPLETE THIS AREA ONLY IF A NEW BUILDING Energy Code Category X, Minnesota Rules 7670 Catecory 1 _ Mmnesota Rules 7672 (J su6misslon type) • Residential Ventilation Category 7 Worksheet ( . New Energy Code Worksheet Su6mitted Submitted • - Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _ Y A N If yes, date and address of master plan: Licensed Plumber ¢? Telephone #(.161) ?YA.7 ;Uf) ? MechanicalContractor ?(i(, Telephone#(.?? Sewer/Water Confractor 40 ° n 444& Telephone # '?A I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a pernut, but only an application for a pernut, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Applicant's Signature OFFICE USE ONLY Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 02 SF Dwelling ? OB 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 03 01 of_pleac ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 04 02-plex ? 10 OS-plex ? 18 Deck ? 23 Porch(screen/gazebo) ? 05 03-plex ? 11 70-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Yor_ N ? 25 Miscellaneous Work Types P( 31 New ? 35 ? 32 Adddion ? 36 ? 33 Alteration ? 37 ? 34 Replacement Valuation IIAOW Plan Review 100% or 25°k Census Code ? SAC Units # of Units # of Bldgs ? Type of Const 14? Int Improvement ? 38 Demolish Interior Move 8uilding ? 42 Demolish Foundation Demolish Building• ? 43 Reroaf "Demolition (Entire Bldg) - Give PCA handout to applicaM Occupancy IZ L-4f?t MCES System Zoning . a City Water Stories Booster Pump Sq. Ft. PRV Length 1 Fire Sprinklered Width ? 30 Accessary Bldg ? 31 Ext. Alt- Multi ? 33 Ext. Alt - SF ? 36 Multi Misc. ? 44 Siding ? 45 Fire Repair ? 46 Windows/Doors REQUIRED INSPECTIONS ? Footings (new bldg) ? FinaUC.O. _ Foodngs(deck) _ Final/No C.O. Footings (addirion) _ Plumbing ?c Foundafion _ HVAC Drain Tile Other Roof Ice & Water Final Pool Ftgs Aid?Uas Tests Final x; Framing _ Siding _ Stucco on Brick ? Fireplace X R.I. _YAir Test XFinal = Windows Insulation Retaining Wall ? Approved By: , Building Inspector --------- ------------------------------ ---------------------- -----------._---------•------------- Base Fee surcharge )?i ID?iI? X l?r 3'?/34?? Plan Review MC/ES SAC o City SAC Utility Connection Charge S&W Permit & Surcharge TreatmentPlant License Search Copies Other /0 2. ??? ? ?...?? Total ( 1° , LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTYLEGAL: o-? DATE OF SURVEY: IIIZZLS' LATEST REVISION: m ? c m t U p Z ? Q DOCUMENT STANDARDS ? ? ? . Registered Land Surveyor signature and company ? p • Building Permit Applicant ? ? . Legal description ? ? • Address Z ? ? . NoAh arrow and scale - X ? ? . House type (rembler, walkout, split w/o, split enVy, lookout, etc.) ,Z ? ? • Directional drainage arrows with slope/gradient % ,g ? 0 • Proposed/existing sewer and wafer services & invert elevation ,B ,0 ? D ? 0 • • Street name Driveway (grade & width - in RlW and back of curb, 22' max.) ,pJ D D • Lot Square Footage J2r p ? • Lot Coverage ELEVATIONS Existin ? ? • Property corners 'z ? ? . Top of curb at the driveway and property line extensions ? 0 ? • Elevations of any existing adjacent homes g ? ? . Adequate footing depth of structures due to adjacent utility trenches ? -,9 ? . Waterways (pond, stream, etc.) Prooosed )3 0 0 • Garage floor -Z ? ? • Basement floor '0 0 0 • Lowest exposed elevation (walkouVwindow) jz p ? . Property corners X ? 0 • Front and rear of home at the foundation PONDING AREA (if applicable) ? ? 0 • Easement line p ? • NWL p jg ? . HWL ? p . Pond # designation p 2r ? . Emergency Overflow Elevation ? 'z ? • PondNVetiand buffer delineation Y ? . Shoreland Zoning Overlay District a4l lJ • Conservation Easements DIMENSIONS 'z ? ? . Lot Iines/Bearings & dimensions ? ? • Right-of-way and street width (to back of curb) osed home dimensions inGuding any proposed decks, overhangs greater than 2', orches etc. • Pro ? p ? p f `j (i.e. all structures requiring permanent footings) ll easements of record and any City utilities within those easements-?°?*? Sh ? , ? ? Z ? 0 ow a . °^ ? Rs? 0 ? ? • • Setbacks of proposed strudure an ' eyard setback of adjacent existing structures ,8 p ? . Retaining wall requirements: \ Date / Z3 OS ?' Reviewed By: • G :/FORMSlBui lding PermitApplication Rev.'It-26-04 ROf3E ENGINEE(iING COMPANYe y . ........ . . ...... ...... .... . CONSULTING ENGINEERS, WINDWOOD HOMES PLANNERS and LAND SURVEYORS PROJECT N0. 13223.00 INC. BOOK PAGE .1000 EAST 146th SiT2EET, BURNSVILLE, MINNESOTA 55337 PH 432-•3000N?\ CERTIFICATE OF SUFtVEY Legal Description: Lor s, BLOCK 1, EVERGREEN ENCL4VE DAKOTA COUNIY, MINNE50TA d g2=-°? DENOTES EXISTING ELEVATION (984:8? DENOTES PROPOSED ELEVATION INDICATES DIRECTION OF SURFACE DRAINAGE 99517 = FINISHED GARAGE FLOOR ELEVATION ? = BASEMENT FLOOR ELEVATION 189, O- TOP OF FOUNDATION ELEVATION 0 ¢2( pENaTES TQEES fz-{{ PRoJEC7 TRc'E PLAN, SCALE : 1" = 30' AREAS LOT = 20,824 SQ.FT. HOUSE = 3,172 SO.Fr. 15,2-I CoVE9q66) (INCLUDING CANT.) ADpRESs : /l05 C£L/A F{puSE TY('E a RAM6LE2 -W411C0617 M kl LiR.82 0 6" OIP ww ?? ?P v Q aavad(L ? /4&N- 1 ?0 45ev { •?,o9K >/.3 ? pOR?Ho? ? 4¢' 00 PROp you Se eo ? N ^J / / ?? S89'45'4o"W CELIA COURT ) 11 197 4.5-' 3. ?- - \ - fl g ) '10? ¢? T? v /°•4i7 ? • ?i \ 1 00 4 Cl2 ?J g r o w 9os??? yq?8??? ?N 00 ?•?J ???A o c? ? 1() 2c° ? Q' V / M a Q' h 00 ? 0 J ? ?6j s X • `J ^"RqiNq?F 4N0 A/68 ? '06 0 V V TLS?SFMeNr By DAts /I/Z 9?AS ' conrsEkvpTroN EASEME, lS P?K. FINAL GRAViNG pLAti DRTED /0--04. C9SgJ I hereby certify that this is a true and corcect representation of a tract hereon. As prepared by me this 2n'o day of Novem9,E2 , 2005. ReU. 12-Z3-DS ? AoaEO cvrJSERVqTloN EASE. ?? ??? ?E?/w?ce[?a'M in n. ? 4G?16??? ?? ?OD as shown and described Reg. No. /9086 lv? ?i.ol i51S?i.'?????.'LG D??= ., - - ??. ? ?- - - - ]riQlCcic YALh c Ctl°CK fiic:JK iil2 °QLtfG-mc:ii li Si'cREG. Direci o- PoFVer A;mcsan=_ri :z,Iy I indica:=_ pam u<_ed: ICombus,ion EqLiipment ? . Sp-ace - Heating Gas oi Qil S- 'ed Venizd Ver,ted I Frascriotive °at,", 0(-- ? Waier Heating C-as or Oii ? _? • Pr2sc; iciive Path i, - I He?r:n Pr=scnpLVe Patn 2 . as ? PTescno'[ive Path 3 'tVood Clcsed cor.;roIfed Decorativ=_ rccUlr°.r"if2:7iS for combusucn and diiuzion airTerven"tec comoustion °GUIDfiiE:li 3i c prvioec i1l-Cilapter 1305: li any 2'1T1105,7h2;1Cai!Y Vc'IltcG COT7t!SilO(1 ?qUIpmEnl :S C:5°d, Qi °SCTIF"L1Vc pcLP.S 2 Qi .S fi7L5t ba fq(lowed, (CO Atar.n inscaited? . Yes _ No j fa, CQ af2.r1 IS r°qL11C2f'i fOf QicaCilPiiVc Pc'PS z a:'10 3. ' Veniiia;ion Aniount Fowered 2xhausi °cwered ir:tak2 ? crm a- . ? Paoole b'entilGSon and cim .. c"m junO7c.T.clliei'4'`anULLICiI CuT: I CMI. . . : I f72 PcOofB V°: iillaitOC! ITILiSt C2 Galai iCBG TOf pYcSCrIGfiV2 02i?i5 2 @(1G 3. . -- ' . 77ie Supplernental Ventifztion musi be balanced ror Prescrior,"ve Path 3_ Nake-L p Air Requirements Pzssive ir.riltr?:ion rassive Opening rowered Ic rriatcn riow Ciofres Dryer qo ci-rn _,=n I_ cim Ranae Total Exhaus: afe rake-,?p c"m cfn cfm I ti: A c, n? 3 `h 1 ci'r I c;rn I ?,?t r c;-a..: ?` ,-3 c>-;.., c- Si ^i! c?i =_c. ._ _ .. m Up ?-?... ??::e_. i5 :i5c iilC'ScSc vic,,....? ?`! i-`i?: i cC;° V$i!'c_ -IEX `..iGi rni!Si _c 4Yii:-1 ::ii517?EC?. ??D(i/'^yi :J^ " , - 6y. ? f 3 CiIV. L,. .. _ . I -?,.c:__c , r- _ j !? 1 _ _ ? ?, : ? .? • '_ ? _ = _ _. - _ : ..? . . ri N:tmoe- or bedroors Ven#iiaiion quan?;iy I Otol V°^t:l=.aCi 1 r?Cu!i eiilef3t (cordiricned fieor area x O.OS) Ooiionak totzi venfilefion rr,=y tie "soiit beiween pEOate and.supplemental quanffles; Peapie veniiiaiion (= cr hedrocros x?5 cTrri = i: cf,m) cim. Supolementai venfiiaiion (ioiai minUS peoele veniiiation) iY 2 c;rn_ List far.s to pravide mechaniczl ventilation ran Iocaiion or descriotior FAN FUP.POSE people ventilation ? VM I or =uac•leren«i venii;ation I f i I I T^TAiS 1 .4S DESiGNJ mtaica C;a ,, c[7n I C;,? _ _ . . _.: ?.? . .. ? . _ _ .._. _? f STFP?-ybmir upon ccmalP+ion ofsv=tem v=_rfricntion ? c,m ? I i'viE A S-U R-E D c-, ? c7,71 .,...? CIi i ?' uiTi 7_ Or `(iic25u(c:ilEii Te::uii=diC( !iiinX25 c. n^. EXhdllSiS ir0f.'I ifle tUIIGIiiO 'r19Ci i OeSlgrl cii flOW CT 30?tTi d:lC Vc(ifi?2f10n f'.^yLIIF7(el.°.?7: rcquire:rienfs (cneck t,^.. COIlilr:i7 CD;;l.s7lIGI1C°) - -Vgnfijatipr cys:=-n ci_=(? `,p nroviC2 it7E JcSign zir iloW . Peop(e veniiiaiion fcf1S llSted iCf C,^,flill'11CU5 OCcCeilO(i and sound raiina dces no't exceed 1.0 spr?a (SU7f2C? i:iGU7li°_r) Of F.J SOf!c (cii OL'1cCS.) oti nal: heai recovery vznti;ator (HRV) HRV meets Car,adian s`:andard CSA-439 (indica'ted by listne in HVI Directcry) ?3at10T2l rzflUToC[tlrci COId wea :5er peform-nca cerincaiion _?. .._ NRV mests UL siandard i 812 or eauivalenf HcU t} 25 d, D'orTncil: rlt lcbcl 01 ilE' a!r i?OW..cilc S:"i5i9?^c feCOV2 ry °tiiC;Er1 C y Distrieution, f775iclfcilOf7, atlO Ca1'flTiCailOl] P2qt1Ir2:71c7it5 i?ll dlJC:S_GU}Sidc fln=lfti°^Q( a!r `'at?ef Scclcu'.`Niii: ULiR : Of °.?:UIV2IE!lt orOQUCL COf7ifCIS TOf Fc^CiE VcflIlleiiO(1 ci e !'cadiIV aCC°_SSLlE cfid lc7El2d . t' I?iV..C. Gur'iWOrK `S COCi(!EciSd lo iLl7icCc.'?UG:N!QTK; COlI"tt0!s c': !:"e5i21?co iC :llr ji;° rJ;:1cG: t'lCV,'.°-r85 r°qWi cd 4V CCd-- i0 C15nb! `i° OLivGOr 3!r f0 i icDlichlE 'OOfiiS . . ? , r Permit Number REScheck Compliance Certificate checkea By/Date 2000 Minnesota Energy Code REScheckSoftware Version 3.5 Release ld Data filename: C:\Program Files\CheckUiEScheck\Cus[omer Files\Sackter.rck PROJECT TITLE: Sackter Residence COUNTY: Dakota STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 11 /29/OS DATE OF PLANS: November 29, 2005 PROJECT DESCRIPTION: Lot 6, Block 1 Evergreen Enclave 1105 Ceilia Lane Eagan, MN DESI GNER/CON TRACTOR: Windwood Homes COMPLIANCE: Passes Maximum UA = 480 Your Home UA = 366 23.8% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or poor Perimeter R-Value R-Value U-Factor UA Ceiling l: Raised or Energy Truss 2464 44.0 1.8 52 Wall 1: Wood Frame, 16" o.a 2518 19A 2.6 lol Window 1: Above-Grade:Vinyl Frame:Double Pane with Low-E 325 0350 I14 Door l: Solid 41 0.100 4 Door 2: Glass 81 0.350 28 Basement Wall 1: Solid Concrete or Masonry 1152 11.0 0.0 67 Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 9.0' Furnace 1: Forced Hot A'v, 94 AFUE Air Conditioner l: Electric Central Air, ] 0 SEER Proposed and Maximum U-Factar Averages Proposed Avernee U-Factor Maximum Allowed U-Factor Above-Grade Windows and Glass Doors 0.350 0370 . . Includes Foundation Windows > Sb ft2 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 2000 Minnesota Energy Code requirements in RES checkVersion 3.5 Release ld (formerly MECchec,? and to comply with the mandatory requirements listed in the S checklnspection Checklist. Builder/Designer n_ ?? ? Date Date: 11/29l2005 Revision Date: 11/29/2005 Site Information Address 1: 1105 Ceilia Lane Address 2: City: Eagan County: Dakota Application Information Business Name: Windwood Homes Contact Person: Doug Cutting New Construction Project #: Lot: 6 Block: 1 Subdivision: Evergreen Enclave MN Contractor License #2197 Office Ph: 952-345-5283 Fax: 952-736-9174 Cell Ph: Address 1: 14311 Ewing Avenue S. , suite 200 City: Burnsville State: MN Zip Code: 55306 House Details Square Feet: 3966 sq. ft. Avg. Ceiling Ht: 9 ft. Number of Bedrooms: 3 Ventilation : Balanced Total Ventilation Capacity : 156 cfm. Minimum Continuous Ventilation :60cfm. Intermittent Ventilation: 96 cfm. Combustion Aopliance Water Heater: NA Furnace/Boiler: Direct VenUSealed Combustion Input BTUs: 100,000 Independently Vented Other Combustion Aopliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Equipment Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 75 Make-Up Air No Make-Up Air Required by Code Combustion Air Minimum Combustion Air Requirements Have Been Met. n Applicant Name (print): L(z,voL,jooa Signature/Date: Code Official (print): Signature/Date: 0 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page I f=orm TT-077A -LL- Fiyure 1, Recommencled construclion cletails for APA jportal.frame-hraciny withouf holcl-downs Ir?°--- -Exrehi F OF riEnor_R 4 A I y 1 Flir`7r I I I f ' a- X I 6' 1 O 1 Fl' f-AS?fEAI TUP PIATC TO H,EADER WI i FI N/0 --(?' ROWS OF 16D SINI(EFt pIAiLS AT:I" O.C.7YP. ' 1000 LB STRAP UPPOu1TL- Sl-IL-AI'HII1G FASrEpt SHEqThfIPIG TO IIEAOLR 491TH nD MAx CCJPAh,ION OA GAUlAdIIZFU HOX PIAICS fPt J' GRIU IiFIGH7 ..I ?? ' ? PA RERN ASSIIOWNANIl?S"p.C.lhlALL 10' ? 1'RAiA1;iG(STLl DS,BLOCI(ING,AP]USILLS)TYp_ 'NIDThIBASEDONfi;iHBIGHT-TO-SVI1771-IWqID: FOR ?120• 1-IF_IGI-I?Y, M1IIPI. N/ID7I1= 2G',?I'L)R gfi" I. . IiCIGFR, IdIPI. b'11D I I-I ='IG'. E(C. ., r,u H. fzj zx,l Poilfi, (2) 2xl FOIt A PArIrL;;PLtCG OF rlBGnrD), PAFIrI_ I7[:Gf-_6 s1rALL OG BLOG(ED, r\fI0 0CGl1R y'lITtJ]N 2d" Of 1,IID-ryEIGH'f. ONF ROiN 01= 7YP. 5}IFJ17'FILNCi-I O-PRAhIIPIG hIAILIPIfi fS RE(d.I11REl]. IF 2X4 6LOCI(INfi IS USr.D, 711E ).`(q'fi M1J51E3E PLAILI3CI - iUGE17.ILR Y'Iflhl J 1BO SIFIiCIEFE6 - MiN.2"X2"%9/IfS'p1j17P_WASIIEFl - ANCIiCiR IiGL fd'ER GOpE fl r[tOIJT ELEVI+,7i0AI S711? L'LEVA-Pi(1N COI3PI$R t'RA MIhICd D I'ape 2 of 2 SHFA'fIIIMG PILI.ER IF FIE[DED 6D SIPII(EFt PIAil.S IFI '. RUWS a 3" O.C. 1000 LB H "r?,D[R STRAP ' 6181. THICI(-%IF3G Wt]po iUC1URFlLFANEL cATH{M[i aa rrianIirio rrF. ' FNA4IiPll3 FOR 1601•fAIL n 2;1 ? GYPSllDNALL IYL O.C. ? - BOA17t) {OP710P3AL) 0 P!A!L cly? & Ihl. ?` O.C. 17J ALL. . A7?P?---? ?? 'APIEI_EIlGLS \ Id6T PA(Cl OF Ppfl i^1 PILf01F_ WALL SEG IAI'_pff IYP. 9HCl'It)Pi A-A ? :. 70 11 Soul1l'IBIh Slreel I P,0_ BnN 11700. Tar,oFna; WA M1t1-(17(10 Teleptione: (263) 5U5-6806 • Fax plumber. {263} 0(75-72(95 (??F?C? C??? i? ?_-- lNDIVIDUAL RESlDENTIAL,LOT TREE PRE3ERVATION PLAN SUMMARY z` ? ?? '? C1TY OF EAGAN FOKESTRY DiVlS/ON 651=6754300 (BUILDER, PLEASE READ ATTACHMENTS) Development ll c- (Z(7 R.CI? ? ? ?c C e(VI, YJi Lot Number e Block Number I Address l L Lv- G l% L? GT, Builder l,U l Ul? Ur`LR%?? Phone Number: ?1 S Z" p' L(A _t? Contact: ?? ftRt'.`( U , I.LA' Tree Protection Reauirements: Tree Protection Fencing Installed On Site Oak Tree Pruning (Immediately seal wounds during Apr11 1 to July 37) Therapeutic Pruning Required Retaining Wall To Be Installed Other. ????e 711?? U ReplacementTrees: Ut.4 ? Not Required As Follows: Attachments: ? s No Additional Notes: H]ghove@OOSfiIe\treaprestTree Preservation Plan Sumnary-2D05 N A O? ? O 0 r a ?-' U r w A E U + ? W I N m N ti c? 9 v i m 19 ? ? ' • a . 1 ? ? Ct]NSERVATlON EsMT. j ? 1 1 ?.-- ---`--- PRtTATY OMS I I I I ?• _ - I ? . i ??-------??r?---- I ? L \ . ? ? ! . c ! I ? z ( Q \ j f tti ? £ 3 ? r. ? aunoT i ?" ? +`?- '[ ? ? _ ' - l ?`?? ?, I i S ?_`JP. I 0 > ? • i _? t--- i ? ` '.«-... ' '4?__?•-----1- ? ?:?_------J ?-? - ?c----J ... : . ? - - -- - - - - - , o,??rr ro?,n - - - - - - - R FEff. ?WGjQVJ awol6sgaa akR+um CaLnry, hreqwarom ?Mm~ nars?su. )?amf Au V ? 01?? ??f b aevn wm y ? aman. RECEIdED SLi' 4 a 204 ? LL-J PRIEUIYIINARY .rarwnca+staumor? t ? rw r ? ar u^y'^ . ., p p WINDWOOD HOMES IlO'17E PLAN ERS andLAND SURVEYORS PROJECT N0. 13223.00 ENGINEE(iING C? IN aooK COMI'RNY, INC. PAGE ?- 1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH 432-3000%.': , CERTIFICATE OF SURVEY Legal Description: LoT s BLOCK 1 EVERGREEN ENCLAVE DAKOTA COUNTY MINNESOTA (j B?=U? DENOTES EXISTING ELEVATION C984.8? DENOTES PROPOSED ELEVATION 995717 ? = FINISHEDSGARAGFIOL OR ELEVATIONDR.4INAGE = BASEMENT FLOOR ELEVATION .95-0 = TOP OF FOUNDATION ELEVATION 0 ¢26 DENoTES ,TIZEeS I" PkoJeC7 7(4`E pufN, SCALE 30' AREAS LOT = 20,824 Sq.FT. HOUSE = 3,172 SQ.FT. (I5.7-% C4veaR6&) (INCLUDING CANT.) ADOKESlj ;/lOS CEL/A C7 EceE al 617viryiNat?5 NUUSE ?YPE : RAM6(x2 - WAt/IOVT mM ? a S89'45'40"W CELIA COURT C9??4--a Pvc > ?, 9ez.?? -- ? ? ?-- 127.45- llP,' 983.7 os 6" OlP ? 4E06E of 0171m111 o 0 3,G • t? E ?_ - C983,> B o ? 3 • ?9?/.\?2 .o ? / ?° . 6 °9? 9os ? 9&?c ` v 04 Qo? p`?8y ?a% ? ?N . M 40,58 %? p? N ?Q ?C ? l'`. "? 644\ CN l??'Qp ?? h ?S l ' I\ - vP 0 .? ° 0 oo ? ' p763 Fgcvo ? 76, 00 " . ? T? • ? ? O? / ?>j\ l/ ?N ` ? 'i .? ° (91 .3 o? v / • q¢? j / M?tl; ?' ?RqlNq?e qNp /V 68 Op ps \' I?<53<? l ? ?SeMFNr ?l h ? I hereby certify that this is a true and correct representation of a tract as shown and described hereon. As prepared by me this 2?NO day of Novm/E2 , 2005. /????? Minn. Reg. No. /9086 ? ` DEPOSIT INFORMATION Date: pS-C?S-OLD Property Address: ??? re Ld !b= (??+ Lot: Block: Subdivision: L 4pfejJ'ffn- V Amount: Q.OOb Po Receipt #: Batch #: 9001.2245 ESCROW Interim Use Permit Cond. Use Permit Rezoning Waiver of Plat Preliminary Subdivision Final Subdivision Final P.D. Preliminary P.D. Contract Management 0720.4206 Preliminary Subdivision Final Subdivision & Plat Preliminary P. Development Final P. Development 9375.4674 - AUAR Escrow 0720.4207 Rezoning/P.D. Amendment 0720.4207 Comp. Plan Amendment 9375.4671 Trail Dedication 0720.4095 Conditional Use Permit 9001.2120 Tree Mitigation 0720.4095 Interim Use Permit 0720.4205 Variance 0720.4223 P.D. Annual Review 0720.4206 Waiver ot Subdivision 9328.4670 Park Dedication 6501.4672 Water Quality Dedication 9001.2257 _ Landscape _ Financial 79 Other: 501% 4ASo?`?? ?ti --- -- ------------------------ ?l Y?C.r ---------------------------- ---------------------- ------------ --------- --------- ------- Refund Information (attach copy of check and submit forxn to Sue Sheridan, Finance) Refund Date: Check Amount: Payee Name: Address: Reason for Refund: Authorized by: CD/Bldg Insp/Fortns/2003/Dep0sit Information-Refund - Effective 10128/03 18232 . ? .... THE W!ND'vY00D Ct7:'d1PANY, INC. M& I PAAR54iALL & ILSLEY 8AI3K 74311 EWING AVE S.R200 MINNESOTA - BURNSVILLE, MN 55306 17-115-970 952-895-8a48 sisnooc E PAY 70 THE City of Eagan '*2,000.00 CRDER OF Two Thousand and 00/100ss*s:sssss+rrssxssssss++#*xsssxs:s*xs?rssf*+ss+rr?s?*ss?sszsxsssssx:ssa?+s*ttsssssssssx:ssssas? City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 MEMO 1105 Celia Lane 11'Oi8232ii° 1:09100ii571: 00327 HE W19VGlh`Oi?D COAAPANI'(, lNC. City oFEagan Funds in Escrow 5/5l2006 18232 2,000.00 Operating - M& 1 1105 Celia Lane 2,000.00 WINDWOOD H O M E S May 5, 2006 City of Eagan To whom it may concem, The Windwood Company, Inc. 14311 Ewing Avenue S., Suite 200 Burnsville, Minnesota 55306 952-895-8448 Fax 952-736-9174 www.windwoodhomes.net Enclosed is a check in the amount of $2,000 which will be held by The City of Eagan as escrow for rear yard soil stabilization at 1105 Ce/ia Lane. Said sfabilization will be in gl_ace by 5113106. ny1iotxs,?xux?inruErv RTN LiCense #2197 E 1- 1. ovrwrcurvirv 8 o[ State of Miu f- ? t ?A-?'_ Coun'ry oi BEFORE ME, the undersignec! Notary on this '5?1- [day of month] personally appeared _ day of GENERAL AFFIDAVIT [name of Nqtary before whom offdavit is swnrn] 20? persanally aooeared [name(s) ofaffianlJ ?`? koown to me to be a credible person(s) and o£lawful age, who being by me first duly swom, on?5_ ,?/ I nu ar herJ oath, deposes and says: (s?:? ; ih awffiwn.'s statemerrt cf ?:sJ We (Qwncr/Wlant) have ensered into A writken centrask wikh The Wiadweed Ca, Tnc, /Windwood I3ames {CWu" (;HnYxpcktr] fi construction and owchase of a sinele family residence at 1105 Celia Ct Eaean MN Lot 6 Block 1- Everween Enclaue It is ow exnressed iirtent to perform the construction of a modulaz block (or similaz?yt pe wall with a minimum lenath of 70 lineal feet and a minimum height of 4 vertical feet (excluding embedmern) for each contiguous wall Construction will consist of a two-tier wall system with approximately 4lineal feet between wall sections and each section not greater than 4 feet in height above final finish elevaiion measured &om the base of eacn wail Zhe primary iniended numose for the cons[rucfion of the above ret'erenced waiis is to alleviate ootential erosion by reducing the severity of slope between the finish grade at the reaz of the structure and the existing wac3cd arca st ."e bo:,k (low^,•• _,g.atian of the D'QD^..h. Th^ ^'^^n3^ry emandad Wimose fa.•h^ ;c^.•rc:cti^r oO;h- ^E?- referenced walls is to provide a usable and serviceable private outdoor recreation area at the back of the structure Our intent to canskruck khese walls was discuswd and mada knAwn ka the (ioneral CAatramr duriag the land negQkiatien and execukian af purchase aereemem. Construction of these walls was not required in written format by the City of EaPan at the time of en rmit aRplication by the General ContractQr, was not dicslosed to uc (Ownedafflant) py the City of a an nor were we made aware that this information waa disclosed (as required) in written format by the City to the General Contracror and additionally, thic was not noted on any surveys or drawings issued by the City of Eagan Settlement with the General Comractor is scheduled to occur on Friday May 5 2006 5ubsequeni io iiosing and cecupancy we (as deeded vwner) aa.zee io compleie the consiruciion ot"ine aoove referenced wails in a Sanford i. Sack[er Wanda L. Ponto Sackter llY7ed ncm.s ; o0ans; I 1u5 Ceti a G-1-. [address ojaf/ianr, rtne I) mn? ss?z3 la&1ress of affiant line z] Subscribed and swom to before me, this day of !1 "vLn , 206k. [day of month] [inonthl [Naiary Sea1: j ? ? RE80rt;?F D. BUHRZ - [sr ure ofNofary] ? Cn, rM. e i <2's42 ?,/UlJ? 'c'1 fnJGc 11??A/f ? 1? 1 f ?V?.{ Z ??'".f <<? e ca ?tinnesqla ? fdy Ccmm ssion 6oire5 7!3112010 [typed name ofNotaryJ NOTARY PUBLIC iviy commission expirex ' l r3 ? , 20 ??. - l . #k . . . . ?. ?. . . . . t .,?, -9' 5.5" $? 3.0" I . .. . . . . . ` . . ' . .g . . __ .. ... ?? ? ? ? o, a p.: ? o . ? ? . . ?. . . ? -12' 0.0"? 8' 6.5• . ? _5' S.0" - ? . . t-4? i n. v7 ? g $ 97 F+ ? Ul i ' Ul 97 W ? -16' 10.0" ?. . -14' .0" ? ?i ? 0'. :51, . 7 . . s . O 0 . . . . . , . -15' 2:0" - -1 ' 2.0" . / . .- . .-O" 3' 3.0" . . . . - - - - ? / ? . .- --- 1 sill Plate ? - _ O' OA., f11' 4- 2; - 5" 0 i 6 I O I I / ? N ? ? { 0 VI . . . . . . . . -12' z.O" ?p 5 -2',' ?3' 1?" -1' 1 O.O . . ? . . . ? (T. P ) - 2 Ga> o ? I s?s ? r o o ? . ?. . . ? _9,3 ?_2'O:O". . . . .'I,.I.S". . . O'?6.0" ? W IB.W, W. .? . 9 7.1 ? 7 J 71 ??4 CJ75. I 0 5 10 15 20 1 ? Feet . , ? -8' O" 4' 1 O" 1' 1 0.0" ? -O' 1 O.?' . . ? .. I? 8 O" I 1?2' 6.5" ? ? . ?.. GENERAL AFFIDAVIT State of Minn? , Couoiy of n BEFORE ME, the unde;signed Notsrg, [name o Notary before wham affidavit is sworn] on this qq day offt-a? ',2 _ personally appeared [day of month] [mbnth] personally appeared _Sanford J Sackter & Wanda L Ponto Sackter , [name(s) ofafflanrJ i? known to me to be a credible person(s) and of lawful age, who being by me first duly swom, on r4, "7 jhis or herJ oath, deposes and says: [s?tforth ?`iartPss:a:em2nt affactsj We (Awner/affiant) haw entereA intp a writF¢n cenkract wilh The Windwppd Cp, Jnc, /Windwepd Hamex (General Cpntractar) fpr kh constmdion and nurchase of a sinele familv residence at 1105 Celia Ct.. Eaean MN Lot 6 Block 1- Everareen Enclave. It is our expressed intent to perform the construction of a modulaz block (or aimilar) Iyye wall with a irinimum length of 701ineal feet and a minimum height of 4 vertical feet (excluding embedment) for each contiauous wall Construcdon will consist of a two-tier wall sy_stem with approximately 4 linea7 feet between wall sections and each section not ereater than 4 feet in height above final finish etevaYion measured ttom the base of each waii The primary intended nuroose for the consiruction of the aoove refereuced waiis is io alleviate potential erosion by reducine the severity of slone between the finish grade at the rear of the stmcture and the eatisting wooded azaa :.i the back'lowes•) -lev°Lio- of th- propcrty The scco^dary '^•enacd p=cst f^r •ha corstn;°'i^n ^°ih^ abcvc referenced walls is to orovide a usable and serviceable private outdoor recreation azea at the back of the strudure Our intent to canstruM theae walls was discussed and made knpwn tp the C?eneral Cantractcx during xhe land negpkiakien and executian af nurchase aureement Construction of these walis was not required in written format b,Lthe City of Eagan at the time of permit application bv the Creneral Contracror was not digclosed to us (Owner/affiant) ¢y the rity of Eagan nor were we made aware that this information wac Sanford J. Sackter Wanda L. Ponto Sackter i nPed rarrrte ojaffimrtJ ?1 vS Ce,1 ,A G4-. [address of affianr, line Ij ph (V,\N SSIZ? [ac/dress o afficmz, line 2] Subscribed and swom to before me, this day of M-d-t,_ [day af month] [month] (iJormy Sea1: ] e6? @fB?itAN D. BUNRZ •,.",,.'??'" C.n.??/1^ .1JrC2J42 f-t.S1iC Sluk LI ??IfIf1P5Jl8 ?d Ccmm;ssi,mErmresl!31l20I0 ( My commission expires: hi , 20 1 Q. NOTARY PUBLIC j . . . . . . . , . . .. ,. .; I _9' 5.5" ol 5' 3.0" o . .. . . .. ?: I ... ..... g , F+ ' , N -a• o. 1 010.01, d . . , -12' O.O" -5' S.0" . . . . . . . . . . . . . / . (<? ? i a?) . ? . . . . . . . . I 9 8 .... ... :o , 1 ??' ? µ 95. i e 97. Q ol ? o 0 , -16,10.91 ? -14• .o°; I l .o•?/ s,, , 7 : ' 2.0" - .O" - ' ?O. , 3' 3A, .. . ,. ,. ! . . / . ?/ I ? I RRR / ?. . 6 - . . . . f5111 0a0.01. ?i;ff ? - O' 7.5' ? \ . . .. .. 11' :O" 975. • 2. - 3.5" 0 . . , QO : . . ?N I N i ? ?0 -1; °.. -10' 11lO" 1'?0?5" 2'1 -1' 10.0 9 zF> / l i? I i 'I l / F s? . / ? 7 0 ^ ?. . . . _9' 3 O?• ? 9. ' -2' O.O" -'I' ?i :5" ? . . . . . . . O' 6.0.? . . .W . . B:V)/. :W.. . . .. 9 7. 7 J79 75.4 ... 0 5 10 15 20 ?. . N Feet ? ? \ _8• 0 /1• ? 1 O" 111001, -O' 1 O. " ?? ,. , . . -. . . . . _ / . -1' 4.0". ?. . 4' 1 O" ? 2' 6?.5" ?.. MRY-03-2006 11:23 I.ITEIG MPLS P/2/LMlT ??9?7 engineer' aw wOe a. ftr 520I E RnM Rbitl, $A 308 MJnreapolls. NN 35421-1427 P1M11R: 763.571.25W Fax: 763,571I7I6B May 3, 2006 5upecior Ma$oruy & Concrete,lzc 7526 4th Avenue Lino Lakes, MN 55014 At4n: Murey T_Tlferts Subfec#: Potch F ' ition 10.5 Celia Cwrt, Eagan, MN e?g roject Na7206, To Whom It May Concem: - 0 77 - 6 • 11?bti r.e? "7-)zeveT? The purpose of this ]etter is ro repon the findings of a structvral engineering zeview of a porch FoundaHon cvndition at the above regidence u.nder cc.nskrucEion. Ulkeig Engineers has been recained ta provide a strucYural engineering xeview of the oixt-of- plumb porch foundation piezs at tEte residence locared at 1105 Celia Court in Eagan, MIV as direc#ed by Mucey Ulfexts, the concrete contractor. $?'.?RpUND A wood-fxamed elevated screened pozch is focated at the rear of the above residesue. 'Ihe porch is suppprted contixtuously at the rear extertor wall of the house and by [wo wood posts at the other side. Duziag conatrueriun of the two cast-in-place roncrete pier fookings foc the wood post supports, the Eooting forma leaned out atid the cancrete piers were set out-of-pluxnb. The City 8uilding IYUpecHons Depaxqnent ts requesting an independent stxucnuaY engineering revzew oE thfs canditlan Minneapolis, MN . Detroit ?akes, MN . Fargo, IYD . Blsmarck, ND . Slaux Falls, Sp www.ukeig.com MaY-03-2606 11:24 I.A-TEIG MpLS 7535712168 P.OJ Supertor Masonry and Conaete, Inc Ulteig Project No. 208.0553 May 3, 2006 Page Z DESCRIYfION The residence is a one-storv, wood-framed struckure with a full bafiernent, waikout at the rear, and an attached slab-tm-grade garage. OB5ERVATIONS AND C,OMMEZJTS 1. A site visit wae conducted hy Ttevor Axner of Ultelg on May 2, 2006 to review the existing conditions. The following informatian i& noted in xegards to this lnspection, as well as Ccmvetsations with the builder and concrete contractor a. The screened porctt is approximately 12 feet wide by '16 feet deep, The porch is supported at the two oukszde corners by 6 x 6 wood posts aund conczete pier Eootings. b, The e+cisring wood posts are relatlvely plumb. 'X'he pnsts are not nieehanically anchored to the concrete piers, The b:ailder reporced that he will be installing clips to adequately attchor the posts to the top of the concrete. P?v'g ?7v c. The concrete piers are 22" x 24" and 20" x 26" sesgectively. The concrete piers were reportedly originalIy poured ten feet in height. However, the top section of each was cut and zemoved. The remaining piere ace reporEed tu be a mudmum of eight feet talI. The pier6 aze assumed to be unxeinEorced, d. The pier wjth the greatest out-of-ptumb condition is located nearest the right side oE tlte sttucture. T'his pier is the 22" x 24" support. T'he xear eide of the pier has approximately 4'-4" of exposed concrete. The house side of the pier has approximately 2'-8" of exyosed concrete, The pier leans away from the house 4" over a hefght of 4'-0". The pier a]so leans to the r(ght slde of the house approximetely 3" over 4'-0". The wood poat is located over the right £xcmt comer of the canctete pier. e. 1he other pier has approximetely 2'-0" of erposed concrete at the rear side and 1'- 6" of exposed cancrete at the hnuse side. Thu pier IeanS away hom the house 2" over a height of 2'-0". 'Lhe pier is relahvely plumb in the left-.right directim. The wood post is located approximately 4" from both khe frunt and righk sides of the pier top. f. Gzades slupes hom the piers downward toward 1ow ground. g. The soil on-site appears to be a aay material. Ulteig assumes the allowable net bearing pressure of the soil to be 2000 psf. h. The builder reported that the homeownes is going to raise grade in the area for a fucure patia undemeath the scceened porch, He will likely be 3nstalling a retalnhng wall d-ownhill frvui the wncrete piers in order tn ereate a level area. MtiY^OJ-2005 11: 24 UL,TEIG MFLS 76357111ea N.aa Supe[ior Masonzy and Concrete, inc_ Vlteig Project No. 206.0553 ATay 3, 2006 Page 3 52'RtjCl'U'RAY. ANAL= 2. A stnacturgl enginearzng flnalysl5 of the concrete pier toYtsttu[riort Was perfvrmed and the following information is nnted. a. The ex3st3ng cpncneta pier neaxest the left side o£ thr: hovse is currently strttcturally stable and adequate !0 9upport all required design loads. b• The exisNng concrete pier nearest the Itgt1t Slde o# the hoixse i& currently structurally unstable. The ]ack af gxade at the rear of the pzer, in cnmbinaNon with the ou# o£ plumb condition, creates an eccentric laad nn the footJng resulting in an inadequttte snil beazing pressuxe uzider full design loads. Once gzade is raised, the eccentric condirion wilt be oEfsek and the concrete pier wild 6e structurally acieq,tiake to suppart all required desi$n loads. Final grade must be such dtat the concrete pier has at most 3'-0" of exposed concrete on the rear face. In addition, grada at the reaz face must be no luwex than 1'-0" be.low khe gzade elevativn Ht the house side of tHck pier. Ali added soils adjacent the p,ers aze to be adequately compacted for stdbilir.aticrn. ?aou/qip Cl?inAyv7icir ?ZrP? PRM"SIQNAVOPjHIO? ': 0- r' 4 / ,j'?t'6 c t1e' eomP+?cT?on FeearzT /Ze Qj; rzE-P PC'iZ 3. It is our prpfessional engineering opuuqn khat trte final concrete pier construcHon will ke..r',,VR structurally adequate and meet the requirements of the Cade, as noted in this zeport. ?,?b m v i feI 4. The infvrmation, obscrvatiuns, and opinions stated in this report are baBP,d on??6 ?? inspection made by Trevor Axner. The inspection consiste8 aE a visual walk-throixgh observing exposed elements and those accessible wzthvnt the rernuvxl af finished rnaterials. 5. The observariom and opinions expressed in rhis report wem based an ouz professiozial engineering judgnnent xnd professiortal practice, as well as the visual anspection. 6. No other engisieering was perfosmed or zequested for this report. A reviaw of the porch wood frarning, as well as aa ovexeU slnpe stabili#y analysis af rhe hill is not included uzider the scope af this project 11HY-03-2006 ll:t^, ' ULl'EIG MPLS 763!?711'l.'2 P.05 Supexzor Mnsanry and Conczete, Inc. Uiteig Yfoject No, 206.0553 May 3, 2006 I'age 4 If you have any que3ti0nS, please contact u8, 5inccrely, Yliteig Engineezs on S. Hanlon, T'E JSH (ta) I heceby certify that #hie plan, specification or repprt was pcepared by me or under my d'uect eupcrvision and EhaR X am s dul ensed pxo(eesinnal engineex nnderlhe law 5tate of Mxn4e0ta. Jaevn S. Regisfsatfon No. 41941 T9TKA. F'.25 Address: 1105 Celia Court Permit:71972 Zip: 55123 Lot: 6 Block: 1 Subdivision: Evergreen Enclave THF. FOLLOWING ITEMS WEREJWERE NOT COMPLETE AT FINAL INSPECTION ON Yes No Comments Final grade - 6" from siding Permanent steps - arage Permanent ste s- main ent Rk Permanent drivewa Permanent as Retaining Wall or 3:1 Max Slope Sod/Seeded lawn Trail/curb damage Porch .Sc/L r6v Lower level finish Deck Fire lace / M,s,;,, L,/fun` • Verify with your builder [ha[ roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets beFore Ireeze potenUal exists. • Call the C_iry's EnginPxring Deparhnent at 651-6755646 pnor to working in right-of-way or installing urigation system. J BUILDING INSPECTOR: " 03i10i2006 1E:23 ERGRN EN6+COM DBJ a 99524472126 ' N0.329 Da2 . ..e Block ? Subd. Sile address: ilc^S Ce.l:CjL_ C+ On April 15, 2000 the Minnesota Energy Code, Category I Building Requirements for insulation protection, air tightness, and ventilation, was adopted. As a result, the City of Eagan is requiring that the following informa6on be submfttetl pnor Fo issuance of a Certificate of Occupancy ° , _'fhis siruclure: is consWcled lo meef minimum requlr6ments of the Mn Energy Code, Chapter 7670 OR _ This struclure: will he construcled fo meot more 1@stnclive requlretnents of L'haplofs 7672 or 7674 APPLIANCE GA5 ELEC MANUFACTURER ?. ? MDDEI f3TU'S VENTINGT(PE Water Healer K R',..?a_ ? 4'S i'• p c D, -e.+ ;n ,t Fumac6 K Gaf r..i MJ 63 G?'?% -aL` '7S coa pUL. Oryer Aw""W.-W-0 ?..: •..> i Fc k ExHAUST SVSTEM LOCATION TYPE e "0 g0 AODEL CFM's VENI'Ep ves No Kitchen kitchen BaNroom 1 31? P?.1 as c.n. er S'?=? K Oathroom 2 ? Bathmom3 ??Yt-k L gJ X 6alhroom A Olher r' FIREPUACF S t.UCATION - GAS W000 MANUFACTURER MOOEL . Bill'S VENTING PipECr nTMOs +?v, e.ssz? S spVSOCh:?/ ?.' MAKE-UP AIR MOpEL TYPE CFM's st •v, A,; I heroby ecknowledge lhal the aDOVe information is cnrrer,L and agrse to comply with the Minnesola Enorgy Code and Cily af [agan requiremanls. Signa[ure ? Dale Company Namo ' 111is (orm is the responslbility of the General Contractor. 2008 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 5/16010S SiteAddress: I1 d S Ge'hm n ' Ynlv 55?Z.j Suite #: Tenant: RESIDENT/OWNER Name: 5 GinfO+' J- ?uLK?'e- Phone: ILS1 -'4 SH-d(o Address/City /Zip: II U 5 GYJ ? k LOUr} Lantct h T-n N 55123 Applicant is: Kowner _ Contractor TYPE OF WORK Description ofwork: D eC.K LktC_"lUv ?C 0 Construction Cost: I 1 ? ? ?' Multi-Family Building: (Yes _ / No ? CONTRACTOR Name: b`1 ??^-? ?^vy License #: t?J 14" Address: City: State: Zip: Phone: ?ur('? Contact Person: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING _ Minnesota Rules 7670 Cateqorv 1 Minnesota Rules 7672 Energy Code . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet CefB90ry Submitted Su6mitted (4 submission type) • Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit 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 and supporting?documents fhaf you submit are considered to be public information:- PorYio?sOf the information may be classlfied as norr-publid'if yoa provide specrfic reasons that would permit t to he City eonciude that the far`e fr'ade se'crets. I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that t e work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x S A- 0 F-?O (iQ V7 % n 'J ? ApplicanYs Printed Name A icanfs Signature MAY 0 7 2008 Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES ? Foundation ? 05-plex ? 16-plex ? Accessory Building ? Pool ? Single Family ? 06-plex ? Fireplace ? Porch (3-season) ? Ext. AIL - Multi ? 01 of _ Plex ? 07-plex ? Garage ? Porch (4-season) ? Ext Alt. - SF ? 02-Plex ? 08-plex >C Deck ? Porch (screen/gazebo/pergola) ? MuIG Misc. ? 03-Plex ? 70-plex ? Lower Level ? Storm Damage ? 04PIex ? 12-plex ? Miscellaneous WORK TYPES ? New ? Interior Improvement ? Siding ? Demolish Building' 76, Addition ? Move Building ? Reroof ? Demolish Interior ? Alteration ? Fire Repair ? Windows ? Demolish Foundation ? Replacement ? Egress Window ? Water Damage ' DemolRion (entire build ing) - give PCA handout to applicant DESCRIPTION: V l ?? O ti L/LGI? MCESS t a ua on ccupancy ys em Plan Review Code Edition SAC Units (25%_ 100%,-A) Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Const. Width REQUIRED INSPECTIONS Footings (new bldg) ? Footings (deck) Footings (addition) FoundaGon Drein Tile Roof: Ice & Water Final Framing Fireplace:_R.I. _AirTest _Final Insulation Sheetrock FinallC.O. ? Final/NO C.O. HVAC Other: Pool: _Footings _AirlGas Tests Final 5iding: _Stucco Lath _Stone Lath _Brick Windows Retaining Wall Reviewed By: T1, , Building Inspector RESIDENTIAL FEES: Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S8W Permit & Surcharge Treatment Plant Copies Total G 6 /` 51?0 0 Jr?? Page 2 of 3 K i7V17E NGINEEAING CoMPANY, ? '• WINDWOOD HOMES CONSl1LT1Na ENQINEERS, ?' PI.ANNERS and I.ANp SURV?YORS PROJECT N0. 13223,00 INC. ? 1000 EAST 146th STREET, BURNSVII.LE, MINNESOTA t'50Ji C!ERTIFICATE OF Ph 432^3000'?L- SURVEY Legal Descriptian: Loi' s 6LOCK 1EVERGREEN ENCLAVE DAKOTA COUNTY. MINNESpT? fZ =$) PENOTFS EXISTING ELEVATION fENOTES PRQPOSED ELEVATION NQICATES D.IRECTION OF SURFACE DRAINAGE FINISHED GARAGE FLOOR ELEVATIQN ?.?. _ PASEMENT FLOQR EI.EVATION ?_ R+ TOP QF FpUNQATION ELEVATION ? 44 peNa'fES 'rREeS Ft-R PR0')G[7 'Tw ?cAN, SCALE ; 1 ° = 30' AREAS ?.OT m 20,824 SQ.FT. (INCLUDING3,CANT.)QFT, ?15'Z%CovEaq6E? po0ve55 : //a5 CEL/A CT NUuSE 7YpE j RqMBLCR -W9CKVN7 MH (jl ,82 ? 6'PVC 7 ., d 1? P V Q' ? _^^ 4 U \ Q 11 ?y?G IJ ?4=--coNSCRVA7'10N E/+3EM&- pG9, FINAG ORRpINU PLAti v,1.reFa /(l'13-04. By : Oatc 8 NKE'P OR SOD I hereby certify thqt this Is a#rue ond aorr.act representation of a trqct hereon. As prepared by me this 22'o day of N0MME2 , 2005. ReU- 12-`L3-Drj ? AOOEP ?o,?sekva-r?oN EqSE. ??r Mlnn. :., ?- BOOK PAGE qs shown and descrlbed Reg. No. /9086 BAOAN ENCiAVBBRi!'1G DBPT. 10 0 0 Z N A D m i y 0 ? Z m z 1 Ez. Modular Block Wall LT) (D -1 150, ? ? ? Elac Ma[er lo Ex. Resitlence Ex. Scraen Porch 198, Senford J. Sackter -- Wanda L . Ponto Sacktar .. - - - - ' ' - - _... ? 1105 Cel ia Court Eagan M N 55?23 ic/Phona/Cebla __?m ? (3 ? m? s2• _ m O D ? ? Ex. Boulder Wal ' ? _ 0 m' ? n U T ? \ . ? • ? .,,?..,? , _ _ \ \''\ Ex. Garage Drive ,\\ fc?7J ` ` Gas Mater ?? \ \ ? \ Use BLUE or BLACK Ink A I For Office Use I I n ; Permit#: City of EaV a I i e I Permit Fee: ~O~• aJ I 3830 Pilot Knob Road ~ I Eagan MN 55122 Date Received: fokpla Phone: (651) 675-5675 Fax: (651) 675-5694 j Staff: n --------I 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: 1(r~` L- Site Address: G t G-- Unit Name: 4,Lay Phone: Resident/ Owner Address / City / Zip: 6 c_ S t Applicant is: Owner LI/Contractor Type of Work Description of work--~er. Construction Cost: `8 Multi-Family Building: (Yes / No's' ) Company: o d-Q ~=1~ C Contact: Address: (0 City: Contractor State: &tt~ Zip: _551_2u Phone: !21~,-7 License #:Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit 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 & Water Contractor: Phone: NOTE. Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must b mpleted within 180 days of permit issuance. / x x L Applicants Printed Name Applicant's Signature Page 1 of 3 City of Eapll 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675 -5675 Fax: (651) 675 -5694 r Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: itgr I DS' 2013 RESIDENTIAL BUILDING PERMIT APPLICATION Date: \.■. /yL /tZ✓ Resident/ Owner Type of Work Contractor Site Address: I IDS Cam--- C-4-• Unit #: Name: •d-tJ S Address / City / Zip: t t OS C+- Applicant is: Owner IZ Contractor Phone: )M� Description of work: Construction Cost: Multi- Family Building: (Yes / No V< Compan'_ Contact: --- Address: "'1(0) 14c4oL State: Zip: S'S"`t'L(—k License #: G34 4A5-4\‘-{"7 Phone: City: A e s--z. - ern -1-v-1-1-1 Lead Certificate #: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes No If yes, date and address of master plan: Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: Phone: Phone: Phone: NOTE Plans and supporting documents that you submit are considered to be'DUb!ic °,information. Portions of" the rn" "formation may °be classified as non public tf you provide specific re, conciude'that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454 -0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. x � L E- 4\x Applicant's Printed Name Applicant's Signatur Page 1 of 3 s _ rp Mrfl RP ` A L WALKI IO SURFACES GREATER THEN 30" ABOVE AREA BELOW REQUIRE GUARDRAILS MINIMUM 36" IN HEIGHT AND DESIGNED THAT A4" SPHERE WILL' NOT PASS THROUGH CH 36" tY,P- 10" romamwin:'.. Galvanized'. Flashin- 2' x 10" Ledger ACQ or Appr. Treated So. Pine -Hem -Fir Ex. R eside ice �be�ol 4 It`Mrl.sFii AlIQN. Ex Screen Porch Bal usters- 2" x 2' x42" (typ.) West: Red Cedar (eased edge) 4" x 4" Column (min.) ACQ or Appr Treated SO. Pine -Hem -Fire, 1- L 7-112" imtrmar.ga lg 36 ,t,•,D 53017 STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN THE IMMEDIATE VICINITY OF THE TOP LANDING. NOTES: 1. Deck surfaces & Stair Treads to be constucted with Timber Tech brand composite decking material Floorizon Decking plank - (1-1/2" tkns X 6" wdth) 2. Stair hand - Newall Posts - :4' x 4' x42" notched Slag bolted to rim Western Red Cedar (typ.). Ex Rim JChid Ex. Column,' �HHL 3 Pittt shall be Type I::design per IRC 2006- Sec- 8311.5.6.3_ Handrail Grip size shall be 1-1/2" O. D with retum ends at top and bottom of stairs to newalt. Installation shall allow min. 1-1/2" space between handrail and guardrail. Handrail material shall consist of Western Red Cedar Stair railing shall be installed on each side of open stairs. Ballusters- West.-.Red 2" x 2" x42" (typ.) Cedar eased edge) u T Stair jack -:2" x 12"I 4 each per stair set) - (typ- -� So Pine -Hem -Fir Mfd..galy. Port 42 'tYP Stairs of four or more risersshall havlaetina_ tvn graspable handrail between 34" & 38" Measured vertically from the nose of the tread. ACQ or Appr. Treated connector Plate (tyP-) 12.5:' typ- 1 42"� typ. 4 6" Mfd. Beam Support ttyP-f— x4" Column (rnin ) x 6" Column (max. )„,\\_i> ACQ or Appr Treated mated So P ne-Hem-Fir 'DING INSPECTIONS DIVISION F F. EX. Modu ar Siock Wan vvaita ca Kl- 8' 36' :(tyP) 10" nornhatatat �-- 2" x 10' (dbi) Beam ACQ or Appr. Treated So. Pine -Hem -Fir note: fastened w/ 2 rows nails at 16" O..C_ (typ ): 6d gaty. min. STAIRIREADSl 714 IIIAXMIUM RISER T1EAQ frallIMIRAIITREADarni fU E. Mod. Stock: Wall Wel ace LED''ER MUST RE ATTACHED WITH Y .., Li SC iEYYS W] H WAS EVERY 2" x 1 ACQ or Appr note: estoned w/ 2 rows 18d Galvanized Flasni 0" (dbl.) Rim Joist Treated So. Pine -Hem -Fir galv. nils et 16" O.C. (typ) Y�CO Ex. Residence 48" b _. 2" x 10 Joist Frame ACQ or Appr. Treated So Pine-Henl;Fir :.. 13" 0.0. 4" x4" Column o See (hp) 2"x 1 O" Ledger_ ACQ. Or Appr. Treated So_ Pine -Ham -Fir NOTE: fastenedw/ edentate rows 3/8" gala. tag w/min. penetration 1-1/2" in ex. rim joist every 16" 0.0 screws (hp) di e1 2" x 12" Stair Stringer( ACO. or Appr. Treated So. Pine -Hem -Fir 2" x 1 0' (dbl.) Beam i ACQ or Appr. Treated So_ Pine -Hem -Fir note: fastened w/2 rows 18d galy. nsilSat 16" O.G. (typ.) -(i 14"o.c (VP.) e: ACQ or Appr 42" Ex. Rim Joist (Screen Porch) Add int Saab Stair tread 11-1/4" 2" x- 10" (dbl.) Beam (tYP.) Treated So. Pine -Hem -Fir fastened w/ 2 rows 16d gala. nails at 16" O.C. (tiro.) ..� 4" x4" Col 14.r .0. (l p ) See oe 01 2" x 12 Stair Stringer (typ.') ACQ or Appr. Treated So. Pine -Hem -Fir 6"x6 1- pl ro r O Q i Q 3- 11 "x 10 ACQ IIIIIMIIIIIIIIIIIk to Ex Rim Joist (SOreen POroh) or Appr_-Treated 80. Pine -Hem -Fir NOTE. fastened w/ 2 rows 18d gala. nails at 16" O.C. supported "met—ed 1.1- NI oa; on ex. 6" x6" 6olumn stucture vdtti gala. job x4" Cowmr► 11,141 Ex banger (tYp.) . Column x 10" (dbl..) Beam. ACQ Or Appy. Treated So. Pine -Hem -Fir: note: fastened w/ 2 rows 1 6d gale. nails at 1 6" 0.C. typ 2" x 10" (dbl.) Beam ACQ or Appr. Treated So. Pine -Hem -Fir note: fastened w/2 rowel 66 galv. trails at 1 6" 0.0 6"x 6' :Olt 4. t 0 It x 0 0 See Ot fit 41111t- x:6'Gali 0 0' („tojr.) ir 8" X 6" COiuMri Detail #1 (tap,) AI perpend cular joist &for stringer connections to be fastened and secured with Simpson or USP Joist Hangers sized for toad and application