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1471 Highview AveCITY OF EAGAN Remarks Addition Valley View Plat 1 Lot 3 Bik 3 Parcel 10 81400 030 03 owner I,? , , ' 111' :. ' f Street 1471 Highview Ave. 5tate Eagan. MN 55121 Improvement Date Amount Annual Years Payment Receipt Date STFiEET SUR F. STREET RESTOR. PgViII 1962 $735. 00 $73 . 50 10 GRADING SAN SEW TRUNK yd 1968 $I00.00 $3.33 30 PAID • SEWERLATERAL 1970 ZO WATERMAIN * WATERLATERAL 7 1970 2510.00 125.50 2 * WATER AREA 1970 20 STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. sac 200.00 2135 - - PARK I r INSPECTION RECORD ^ I ?°?t?°' "°.-115 0 CITY OF EAGAN 3830 Pilot Knob Raad Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: LOT ; 3 1471 HIeHV.iEW AVE VAI LEY vrrw p!A'fFAlt PERMIT TYPE: F't' I I t' I N"' Permit Number. 00 1 f'itt' Date Issued: 10106192 APPLICANT: rltl-`JAR Bi.RRS (612) 476-4462 r; ?a':-T£ 'w' Z ?rs?iti t? if?: _ ..t?t? y . ?._.*'.?',.r .. ?^'• ?? .''._a, i ?. ?Kf_"' ?*?_ _ c. ? L PERMIT ?WPTYPE: TYPE OF WORK: D??rCRTNT1ta?1 ii?--ROiIF Ps.mlt No. vermn F1olde. Date rWepnare +1 S/UV PLUMBING HVAC ELECTRIC ELECTRIC Impwt4on Dete Inap. Comments Footlngsl Fow?detion Fr8miny Rooflrkg Flough Plbg. FW9h Ht9• I Isul. FlreplaCe Flnal Fkg. Ome2 Test Finel Plbg. Plbg. Inspector - Noti(y Ptumber Consf. Meter EngrJPian Bidg. Flnal Deck Ftg. Deck Flnal YVeN Pr. Dlsp. Cities DiLrital Oualitv Control The following image represents the best available image from the original page. Every effort was made to capture the content from the original page. , . . PERMIT # MECHANICAL PERMIT f RECEIPT # CITY OF EAGAN 3830 PILOT KNQB ROAD, EAGAN, MN 55122 DATE: CONTRACT PRICE PHONE: 454-8100 Site Adoress e" 7 " - ' , . " " ` BLDG. TYPE WORK DESCRIPTION ? Lot --?- - Block. -?- Sec/Sub Res. New '.? I ? ? ° ' Name Mult Add-on - ; - i v Address Comm. Repair ? c Ciiy ? ?s c >'r • '? Phone Other ' , Name FEES RES. HVAC 0-100 M BTU -$24.00 3 Address ADDITIONAL 50 M BTU - 6.00 ? O Ci ty Phone ? ? > --i ? (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) ? GAS OUTLET MINIM M R P II ' S ( - 1 PE T) U ERN - 1.50 EA. i TYPE OF WORK ... COMM/IND FEE - 1% OF CONTRACT FEE ? Forced Air " M BTU " APT. BLDGS. - COMM. RATE APPLIES Boiler TOWNHOUSE 8 CONDOS - RES. RATE APPUES M BTU MINIMUM RESIDENTIAL FEE - ALL ADD-ON 8 Unit Heater M BTU REMODELS - 12.00 Air Cond. ' M BTU MINIMUM COMMERCIAL FEE - 20.00 Vent CFM STATE SURCHARGE PER PERMIT - .50 (AQD $.50 S/C IF PERMIT PRICE GOES .? Cas Piping OuUets # BEYOND $1,000) Other $ FEE - i, ` P S/C: . Sd E ?.' TOTAL: ; r-4-4, ? FOR: CITY OF EAGAN _ _. .. I .I i ? cirr oF Er?"N _ 3799 Pilet Knob Road Eogan, MN 55122 N2 4797 PHONE: 454-8100 f,';; ; , Receipt # l0i)Oy BUILDING PERMIT ;,i::c T- ?- ----? ?-- 3:?easons PorEi .._.._ ?,.... May 26, 10 78 Site Address 1411 Lot 3 Black 3 Sec/Sub. Portel # W Name _ 3 Address 0 o z? V§ r Name _ Address Erect ? ? Occupancy I p1atAlter ? Zoning Rl Repeir ? Fire Zone 3 ? Enlarge ? Type of Const. V - Move ? # Stories _ Demolish ? Front T 7 ft. Grode ? Depth ' Appr ovob Fees Assessment Woter & Sew. Police Fire Permit -'• ,,' Surchurge Plon check SAC Water Conn. Water Meter _ <"' I City Phone Planner _ Council _ I hereby acknowledge that I hove reod this opplicotion ond state that gldg. Off. the information is correct ond cgree to comply with all applicable State of Minnesota Statutes ond City of Eagon Ordinonces. APC _ Signoture of Permittee A Building Permit is issu all work shuil be done ir Building Officiol Total ' qaw Loo on the express condition that State of Minnesota Statutes and City of Eagan Ordinances. Dsft Isaed PumklM Plumbing Mechcnica! INSPECTIONS DATE (W$P. RoWh4n finol Footings =3? ? F Dcte Irup. DaFe Irup. Foundotion Plumbing Frome/ins. Mechoniwl Firwl ? Remorks: ?L 4L o?.L ? I-.Z Z- 7 9 cinr oF E?c,AN ? . 9795 Pilot Knob Road- Fagan, MN 55122 N? 4797 PHONF: 434-8100 BUILDING PERMIT APPLICATION $6,680. Recetpt # 10009 To be umd for 3 Seasons Porip Vaiue pate May 16, _ 19 _78 Site Address 1471 Hiehview Erect px pccupancy T Lot 3 Block 3 Sec/Sub. Valley View Platqlter p Zoninq Rl Porcel # Repair ? Fire Zone 3 Enlarga ? Type of Const. V w Name Marvin Se11 Move ? #'Stories Addreas 1471 Highview Demolish ? Front >> ft. f CI Phone 454-2717 Gmde ? Depth 13 fr. o Nnme B2^i9E:.- :4fitd " r_. APMO?oN Fees ?? Address 2846 ('ol fox AttP So ? Ci Mpls Phone 827.2941 Name WW Address aw CHv Phone I hereby ackrawledge thot 1 have reod this application ond stote that the information is correct or?Q agree ro?camp ith cll applicable State of Minnesotn Statutes/.6nd Ciri bT Erdinances. $Igrwture of Pertnitt A Building Permit is is oll work sholl be done Asseument Permit - Woter & Sew. Surcharge Police Plan check Fire SAC Eng. Water Conn. Planner Water Meter Council Bldg. Off. APC Tota 1ow Co. on the express conditlon that Stote of Minnewta Stotutes and Ciry of Eagon Ordirwnces. Bullding Officlal - EAGAN T01lVN S H I P BUILDING PERMIT Owner ---- e ? ..... - -- -_--- Address (Preseni) Builder --- ------------- Address .... 7 ----- I/A.? :...:,r-- -------`- ? -- D 5CRIPTION N° 951 Eagan Township Town Hall Dafe .......__.--..... SYo:ies _ To Be Used For Froni Depih Heighi I Esi. Cosi Permii Fee Remasks eQJ??Ai^? 1?,_. . 3 Ls 2? ? I /`?,Y ? 5-° LOCATION Sireef, Road or olher Descripfion of Locai3on I Lo! Slock Addii3on or Tracf Y r,rl 4 • Jp /? (,?a....`? This permii do6s' not auihoiize !he use ef sixeets, xoads, alleys or sidewalks nor does if give !he ownes or his agenf !he righi So creafe any siluafion which is a nuisance or which presents a hasard !o !he healYh, safely, aonvenience and genexal welfare fo anyane in the communitp. THIS PERMIT MUST BEK4PT' /ONQ TH?E PREM?ISE WHILE THE WORK IS IN PROGRESS. ?j This is !o cexiify, Tha2..... !___------------- has permission !o esecY a._..._. f1%G?...?.'.e. upon ._.__._. !he ahove desaribed prem' su c! /1/Sy pr/o? i/'S? ns of !he Building Ordinance for Eagan ownship adop..._ ?'April 11, -'_'..._..'--........ ..?C.?.----'---cC.??- .X.. ---- -"---------._.. Per -------------- - Chaixman of Tnwn Soard G Suilding Inspeciox .? + g0. s0 90. s0 1?- I For?Offce-Use R ? b ?? ? ? Permif#: 4_?q?l I Permit Fee: ? Date Received: j Staff: i I ------------------ 2008 RESIDENTIAL BUILDING PERMIT APPLICATION Date: /? 0g SiteAddress: ?I fl???1??? Tenant: Suite #: RESIDENT 1 OWNER m",Y?n Phone: (n la aSd - 03 9 S? Name: Address/City/Zip: ' Applicant is: _xOwner ? Contractor. TYPE OF WORK Description of work: ? i\nrv\1J2 Construction Cost: Multi-Family Building: (Yes _/ No CONTRACTOR Name: License Address: P'l 1C City: ?G.C?C??? State: Zip: Phone: (D/oZ _?P SO- a 3?S Contad Person: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateqorv 1 Minnesota Rules 7672 En@fgy COde . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet Category Submitted Submitted submission type) • Energy Envelope Calculations Submitted In the last 12 montlis, has the City of Eagan iss aper" ? i?° n based on a master plan7 ? ??? . 1SlIS . '-,1111 '•_Yes ?'-No If yes, date and address of mas?qr`plan: Licensed Plumber: l//ij, L ?oJ?? L??E "Ph'one: Mechanicai Contractor: 2ie)J1,119i? Rl/'`kiCfJ`"A??! /0a) , Phone: I"?? Sewer & Water Contractor: - Phone: NOTE: Plans and supporting'documentsthat you submif are considered to be public informafion. Porfions of' , . ' ihe information may be classified as non-public if you provide specific,reasons that would permitlhe City to ' conclucfe,ihat:'fhe aretradesecrets. , I hereby acknowledge that this informationis wmplete and accurate; thai the work wiil 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 accarciance with the approved pian in the case of wotk which requires a review and approval of plans. x k ?w x ApplicanYs inted Name ApplicanYs Signature Page 1 of 3 fDL Yl?73 #'j? s? I 8 7,q _- 0 DO NOT WRITE BELOW THIS LINE SUB TYPES ? Foundation ? OS-plex ? 16-plex ? Accessory Building ? Pool >r Single Family ? 06-plex ? Fireplace ? Porch (3-season) El Ext. Alt. - Multi ? 01 of _ Plex ? 07-plex ? Garage ? Porch (4-season) O Ext. Alt. - SF ? 02-Plex ? 08-pleX ? Deck ? Porch (screen/gazebolpergola) 0 Multi Misc. ? 03-Plex ? 10-plex ? Lower Level ? Storm Damage ? 04-Plex ? 12-plex ? Miscellaneous WORK TYPES X New ? Interior Improvement ? Siding ? Demolish Building` ? Addition ? Move Bu ilding ? Reroof ? Demolish Interior ? Alteration O Fire Repair ? Windows ? Demolish Foundation ? Replacement ? Egress 1Nindow ? Water Damage ' Demolition (entire building) - give PCA handout to applicant DESCRIPTION: W lx,r7? Valuation Occupanc y Z Rc _2 MCE5 System Plan Review Code Editi on SAC Units (25°/a_ 100% ?) Zoning n?l City Water Census Code Stories 1. Booster Pump Y?yp # of Units o) Square Feet aZf37 _ PRV ? # of Buildings Length 51-i- O Fire Sprinklers (J _ Type of Const. Width '73'?6 u REQUIRED INSPECTIONS Footings (new bldg) Sheetrock Footings (deck) Final/C.O. . Footings (addition) ? Final/No C.O. ? Foundation . HVAC Drain Tile Other: Roof: ?Ice & Water Y-Final Pool: _Footings _Air/Gas Tests _Final Framing 5iding; _Stucco Lath _Stone Lath _6rick Fireplace:kR.l. VAirTest 4Final Windows Insulation Retaining Wall Reviewed By: , Building Inspector Base Fee Surcharge Plan Review MCIES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies Total 7? UN F?p?s ? 2:6?7? ?'?,?,J'?a,z? z"-° ,a0 A u /?.I S!?@ 79'-F 1?,x9Ij`J6V ?9? ?Ro,rr ??y C r:?p) 1J 3?@ 43'?' 3 - srRS?.r Pmnur /6${L1e 30 -1 , --------------- i??Jrgl 35.LG2 x /ez/yn ?z /zr gr3 `?. G M6? CIO ;.3 /38' ?`- 9? yo l '3a?G? Page 2 of 3 STATE OF MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY 443 Lafayette Road North St. Paul, MN 55155-4344 Tel: 651.284.5831 Fax: 651.284.5749 PLEASE DELIVER THE FOLLOWING TO: NAME: Residential Building Contractor Unit Construction Code and Licensing Division FAX: (651) 284-5749 DATE: C??- I V I- O'? FROM : P, V? (City or County) (Contact Person) PHONE: A 6 J,j " ?lO 7-5 RE: (Property Address) TOTAL NUMBER OF PAGES INCLUDING COVER LETTER: A building permit for new constnxction has been issued to the following applicant; property located at, for the Attached please find a copy of the building permit application. CONFIDENTIALITY NOTE 7'he pages accompanying [his facsimile [ransmission con[ain infortnation, which may be cunfidcn[ial or privileged. The information is intended to be for the use of the individual or enfiTy named on this cover le[ter. ]f you are not the in[ended recipien[, be aware [hat any disclosure, copying, distribution, or use of [he contents of this informa[ion is prohibited. If you have received [his Cacsimile in erroq please notify us by telephone immedia[ely su [hat we can artange for [he retneval of the original documenis at no cost to you. i2EScheck Software Version 3.7.3 Compliance Certificate Project TiUe: Cathy Minnig rtaPort oeie: oMsroa Date filename: C:1Program FilaslCheckUiESchedclnew MINNIG.rck Energy Code: 2000 MlnhesoW Energy Code Locetion: Washington Couniy, Minnesota ConswctionType: Single Family Glazing Area Percentege: 231k f A . . . _ Permit# Permit Date Canswction Site: 1471 HighviewAve Eagan, MN Owner/Agent: Designer/ConVaaor: - -- - ..? _ .Gomph.ince'Passes-_-.-- -------:=-MazimumUA 578'=:YouiHomeiiA 509-?-79.9%=6t{SerYhe''Eode{UA' Ceiling 1: Flat Ceiling or Scissor Truss: wall above kneewall: Woad Frame, 16" o.c.: Main Flr. Wood Freme, 16' o.c.: marvin csmt: A6ovaGrade:Wood Frame:Dou61e Pane with Low-E: cuofd8080: Glass: capd7680: Glass: entry 8 mud: Solid: second flr. Wood Frame, 16" o.c.: marvin csmt: A6ove-Grade:Wood Frame:DOUble Pane with Low-E: Basemenl Wall 1: Sdid Concrete or Masonry: marvin csmt: Basemant> 5.8 ft2:Wood Frame:Double Pane with Low-E: Basement kneewall: Sdid Concreta or Masonry: Fumace 1: Foreed Hot Air. 80 AFUE 1535 44.0 0.0 41 88 19.0 0.0 5 nsa 19.0 0.0 7e Zgg 0.320 66 qg 0.320 15 60 0.300 18 65 0.067 4 1424 19.0 0.0 65 319 0.320 102 1392 13.0 0.0 71 56 0.320 18 88 13.0 0.0 8 Complrance Sfstement: The proposed building design desai6ed here is consistent with the building plans, specificeUons, and other calwla6ons submittad with the pertnit applicetion. The proposed 6uilding has been designed to meet fhe 2000 Minnesota Energy Cnde requiremen s i Scheck Version 3.7.3 and to comply with the mandaWry requirements Ilsted in ihe REScheck Inspacoon cn?W?sc. _,1? ,i , ?-c??ra a uiGa ?jn,•?li-d 6 ?, 2 S-o ? Buil esigner Company Name Date Project Nates: Owner ! Contrac[or Cathy Minnig Page 7 oT 1 PROPERTY LEGAL: DATE OF-SURVEY: LATEST REVISION: //loz08 d tm c R L U O z 9 ¢ DOCUMENT STANDARDS '2r ? ? • Registered Land Surveyor signature and company ,46 ? ? • Building Permit Applicant ,Jff ? ? . Legal description ?' ? 0 • Address ,? ? ? • North arrow and scale y1 ? 0 • House type (rambler, walkout, split w/o, split entry, lookout, etc.) .g ? ? . Directional drainage arrows with slope/gradient % ,0 ? ? • Proposed/existing sewer and water services & invert eievation g ? ?? ? ? . • Street name ' . Driveway (grade & width - in RNV and back of c , 22' max. ?pWnry} ZS O?'? S!M"??+t , ? ,g p ? • Lot Square Footage 'X ? ? . Lot Coverage ELEVATIONS Existin ? ? ? • Property comers -2' 0 ? • Top of curb at the driveway and property line extensions ,g ? ? • Elevations of any existing adjacent homes ? Z ? • Adequate footing depth of structures due to adjacent utility trenches 0,0 ? . Watenvays (pond, stream, etc.) Prooosed X 0 0 • Garage floor ,? 0 ? • Basement floor ?" ? 0 • Lowest exposed elevation (walkout/window) ;? ? ? • Property comers ,0 0 ? . Front and rear of home at the foundation PONDING AREA (if applicable) ? ,g ? • Easement line 0 RJ ? . NWL ? ,B ? • HWL p ? ? • Pond # designation ? ,g ? • Emergency Overflow Elevation ? ,g ? . PondNVetland buffer delineation Y • Shoreland Zoning Overlay District Y 9 • Conservation Easements DIMENSIONS .? ? ? ?P1 ? ? fd' ? ? ?' ? ? ?2f ? ? .B ? ? • Lot IineslBearings & dimensions . Right-of-way and street width (to back of curb) • 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 • Setbacks of proposed structure and s'?ard setback of adjacent existing structures • Retaining wall requirements: ? LOT SURVEY CHECKLI5T FOR RESIDENTIAL BUILDING PERMIT APPLICATION Reviewed By; G:/FORMSBuilding Permit Application Rev. 11-26-04 ?htiArY;tt RlS7X /y74, ySe+v,rao A14 Jeffrey Wheeler From: Jeffrey Wheeler Sent: Wednesday, February 13, 2008 720 AM To: 'cforestiake@aol.com' Subject: RE: concrete work Cathy: The addendum to change the foundation reinforcing to Ulteig Engineering is approve. Page 1 of 1 A copy of Ulteig's 2008 foundation engineering must be attached to the approved plans. There is information in that package that the framers must be aware of for attaching the floor framing to the foundation. Jeff Wheeler Building Inspector City of Eagan 3830 Pilot Knob Rd Eagan MN 55122-1897 Direct: 651-675-5680 Fax: 651-675-5694 jwheeler@cityofeagan.com From: cforestlake@aol.com [mailto:cforestlake@aol.com] Sent: Tuesday, February 12, 2008 5:07 PM To: Jeffrey Wheeler Subject: concrete work Jeff, I Cathy Minnig approve Ulteig engineer specs.. Thanks Cathy F-AGs?? ? ???? ? DAV(E: ;2-"_ du BUILDIiVG IN?,PECTIOft1S Di!lISIOiV More new features than ever. Check out the new AOL Mail! 02/13/2008 HY-LAND SURVEYING, 812•$ Proposed Top of Block UND SURVEYORS 18 2.D Proposed Garage Floor $046 Proposed Lowest Floor Type of Building - ?v? l ?jasew+er?^ L.eok.oJT N W E 45 s 3:9 PAattimum Slopss or Rm4aining Wall bVit9 Ba RGCdU3f9d __j 8700 Jefferson Highway Osseo, Minnesota 55369 PHONE (763)493-5761 FAX (763)493-5781 3urvrgars (grrtifirtttP NOTE: PROPERTY CDRNERS SET BY DEVELOPERS SURVEYOR CATHY A. MINNIG ? a o S I ?-,?S")'it111:1 p r?i ?n ???n nrn?? P.A. o INVOICE N0. 31.490 F.B. N0. 321/34 SCALE 1"= 30 • - Denotes Iron Monument Found O- Denotes Iron Monument Set ? - Denotes Wood Hub Set For Excovation Only x000.0 - Denotes Existing Elevation <::D - Denotes Proposed Elevation F- - Denotes Surface Drainoge Property Located In Part Of SE 1 4 Sec. 4 Twp. 27 R. 23. LOT AREA = 21,875 sq. ft. FOUNDATION = 2,390 sq. ft. FOUNDATION COVERAGE = 10.9$ HARD COVER: HWSE/PORCH/DECK = 2,870 sq. ft. DRIVE = 927 sq. ft. TOTAL HARD COVER = 3,797 sq. ft. / 17.3% e033 - - 125.00 EAST- ? 8069 "lx -- , `- UTILITY EASEMENT- --? Wg4Qdd p? PgnNnL°3 C?O?'14?30d 3 4 0 Q (V 0 0 z 803.1 803.6 603.7 Q Q N ? ? 807.5 Tap Irm- 805,SS p"a;,t?K ? 805.0 vL?;• O• 1?6iTr=V-0" ... ... 3° PROPOSED ; b B079i? ?? F2ESIDENC? ' ? i House to 2 -4? 6e razed nM o i ? O1 Parch O ..., Top Iron- em.as ? 3 0 N r 0 0 z .... . ?.?dii<3T...:...... ? 808.8 In 8og7%r a . , T?- I I ? 819.6 E31'-B' N : o ? 814.1 O , N 18.0 ---?- ... ................ 910.t H` ..... ........I _._ 810.1 8l2 ? in 0?? i N o - 125.00 (\?` 2 ? 7/C Cona<te Curb--- i/C E \1A ? 1? I? 11805.J6 808.59 B \. [?J /47/ Date HIGHVIEW L?GAN E[llGdl4EERdIVG DkP"i: LOT 3, BLOCK 3, VALLEY VIEW PLATEAU Thie aurvey is certiFled only to the obove named person or persona and not to subsequent owners, mortgages or title insurers. The oaly easemente shown aro from plats of rocord of intormation provided by dfent. All buiidinq dimensiona and floor elewtions must be veriFled by clienl. I hereby certify that this survey wos prepared by me or under my direct supervision, and that I um a duly Registered Land Surveyor under the laws af the Stote of Minnesota. Surveyed by us this 10th day of Januory 20 08 A \ E ;MZJ Tap Irm- 8I0.16 I Top Irm- 812.27 T/C 11 i/C 8I0.19 812.10 ?,. 0kgs4Ag-A CL3og00O m AVENUE OR 5o5 EAGAN Rf?Vjj?WED DATE: BUILDING BWSPECYBORIS D0lIISiOM Signed Milton E. Hyland, Min eg. No. 20262 WednesGey, May 28, 2008 326 PM ?a-, ?// U S? / 7^? v ? Z ? i? 1! e ?.7 ?. Campliance Certificate Projeci riike: catt,y UnnEy .Rr,{iai9 f.?!ate: 66??tiCiti . . Qaia 1'rleilarticr: C;'Pmqraei:feirsle.hnGk'lZGS??bC::k?av lNINY,G revisiort 5 2MOHat3s: crwvv co.ie; zoae Minrmsota fne.gy coae L;:ratwr: - Washingion CuuriFy. Nufnesota C?tilaruu?oii Tyna. SNfgSeFRr611y ----?•?i;raia:r___ W __ Pnnnk.[k?nn .'?-- ?-ConafrmGcri?-Sda: -Um,ieiitl43erit: . ??esir?rieriL:rmlrr?:.tnr: 4471.1 'la,#i:'?.vw AyP. f..a(}.vi.14i V .. . . . .. . .. .... . ......... . .. 1.?Ti?k???.m`°??iTh??.?... '????.v??-'J!'?r??.???'.??•??????'????'.e ..??LM; ' a ? . J S. ?.e. n.?? . II •. r ?. ? .... ?? . . Celuny:=.r'iati4'.eiti.-v,yr.rTru..: 44.0 3.ti ?ti w91f ab?::wkr.c+e'?+raU: W!aad Fcame IA'-rr.r,,; 39 :13.0 d.E1 5: Mam Fh- YJ?rcll^Yr.n1a. 96"ov.: £4S3 1?.U C.fl. ?: ?Inumines5m-tAbnVa+-449d0jW'n.dfrtxne:DaublaPanR'.v"r.h '?.4a fl.32+J :112 L.nwC: a;;,v:'?=.7'asa: !0 0.:3?1I} 18 .eHltiv&:r:itd.,^anilC: C5 246'f !?.. #.E;F_'A`"..t7Ns'AK C*du:ib: 2G 4-300 6. .sat.nniNr:YVarulFtama.SE'c.ti.?. 1424 1C:,f7 7A 65 m?rvnp5ml'C1tN;R+C3f:Me'.Waux}frurr.eT:GoublsF'ar.c:rvi`.h . . . . . . . 31ti . 0:926 _ _locv-E:i . . . . BasP•nEftniVl?ll1-S#mv:-MyM:1c*nr?M3s?,vy; f342 '1:4.11 10 rtNbvii ?aswl,Hn.?n.ai4>a..ti-R't'.Nh.SVlffaniP.Uw?dSef?:?nkwl-!}; zg l1.32,0, 19? lvw-F' '?:lSPSn?+Pirlkna@wdl Rnlirl:,?Anr.rM`nnrNnRitinn; 359 13.0 70 8 'edJYseat3v:sYSWFI! SnLE.Ganr.:ei=_nrMasnnry: : . .. .. . ;280 7',+„17 O.iT iti- Fcjel^AHr t: tliu 'wr fH2 AfYlE Ccncpi?.a+xc@ ScaEa:ner,t: Tf+e p•o(m3M.htiidmy ¢?.si?.)n dascaleetl hnee is c: nsistent?with?pta Culkul'?€I? Wo+?s+:?pe?cail+fns? uqtl t+#taF t;n?r?i.uL?N?sr:Jtl!li[lH;lwi#hRN?.G nin„o'.?rn:iolT-fltwit?t?R'?r3E.?ULukliib,*:la.mi?tiI d8c?yr:r.Ct•inNr.4tlw-8CM Minrlr.a0.tuFJaWyty (=7de° KyayTQr,4 $.73Ai,fi [h+:IHYiplyWiLh VItlY:1w1d8t9fy fF.q41iM'ri".I':Oe:9 M.?ik#?,?$CflB?k':?Rf9 y:M,?` ! .'.. `d'-l' 'P--.. .f _.. __..___ ...,. ... _....W .. .. . . ...... ....... ... .. ..... ...., ._...... .. , .W, G• rlei GurtN?3'IY7v`crtu: '•?a?S PtO;Hf.I.Nf]ffaR; (.1YtSIP.E1 {'J6?IT:9[?:0! Pege: 5 of 5 __ __ "__w.- ?CaH:y M?n4i'',? ..P"e ?.e o[ 1 'Netlnesday, May 28, 2008 3:26 PM Page: 4 of 5 ??C `?L A ?. . Permit Oete .. /\ ?. . REScheck Software Version 3.7.3 NA Compliance CertifiCate ?\,$. Project Title: Cathy Minnig Fteport Date; OS/28roa Dat2 fllename; C:V'rogram F{fea\ChedciRESChecMnew MLNNIG revisian.ick .-._ _ ,....` . EnergyCtfde: 2000 NHnnesota Energy Code Loeation: Wffih(ngton Geunry, Minnesota Constri'ctlon Type: Single Famly fdazing Area. Percentage: 234L ConsWction Site: 1471 HfghviewAve Eagalr.:MN 4awieHiigent: DesigrcerlGontrerdor. ,[]nmpilar?ce:Fasses._--: .602-_-:.YCUrHOmeva.::529-->.12.7% BeiterThareCOde(UA) Gross Cavity Cont. Clazing UA Assembly Frea or R-Vaiue R-Valuc o, Door 1 Perimeter U-Pactor ? ? ?,?- . ..'J ? \ well above krleewell: Waod Frame, 16' e.a: ?. .. . . 88 19:0 6:0 g ..f q iS+? Meinflr.WOOCFreme,l8'o:c.: 14017Tt-- 19:0 0.0 marvintam[:Abovo-GYade:WaoCFreme:DauhlePBnewith 0.320 cow-E; . Ll.rl(?+. • . . idpd7680: Glaas: 60 0.300 18 enfi' 8 mud: SoGd:L?--.r? A? ?9 ?v ?? S5 t? /i 65-?o L 0.067 4 aecorMflr. WoodFreme, 18"uc.: 1424 19:0 6-13 ? roervin.esmY.Abova-Grede:Wood.Frame:DoubleParrevrim. 319 0.320 702 Low-E: SaseinenfWallYiSolidCOncreteotMasonry: 13.92 13:0 010 -71 marvincsna:Basemart>5.6itZ:WoodRame:OalAtePmiewith . 58 0.320 10 L?.E: Baeamant kneewall: Solid Conaete w Masonry: 88 13.0 OA 8 edd 3.sea Bamt Weil; SWid Conaete:or MaSOnry: 280 13.0 041 15 Fumaca 1; Faoad Ha /ur. 90 AFUE Comp!leacaStatemant: The W'Mposed buJdin9 desi9n dascribed here is canai8[erit vAfh tle building Dans, sped11MR110s, and dhar celwlaqanswbmi(tetlwMh tlie:penriit aPPlicadon. The proposad tiuildinp hae been dedignetltu maettfia ZOOQ hNnn6sote EneW CBde iaquirame'rta in REBUiECk Versian 3.7.3 and [o compty with the mendatery requwaments Ilstadin the RESehaek InspeGian Checqlst BuildenDaeignx Company Nema 6wt8 Pwject Notm: Ovmer! Contreuw ry??'1 0? X G,?'` m / { ? , ?V X? C9My Minnig Pagei ot t ?Z iv, s LA a??5/o8' , , r AvL f,fr..J:iIC..':II =:J '_....,.._ .,..,.:;..._.! . Compl6ance Certificate Project Title: Cathy Minnig ftepat oam: ozmroe Data fdemme: C:1Pragoen FteslCtmddRESdiodMaw AUNNIG revislon.rtlc EreMv Code: Y000 M6meso}a F.?eefgy Codo tomtion: Washtngtan CounH, Bi6mea? Carmuctim Typv: Singio Famfly Gladr?g Ama Poromimpa: 2396 CanSLUCtiaf Site: UmerlAgenl: OeSignerlCOntracta: 1d71 M' Ave , htN _ . s_'Z '?^? .? .a,??... ., 4j7; i?t!r.^i? ?.,.:t'LL•?) l+C_?? r ? t ? ,?7(41 D ' 0?'e -y? '1 CcWfg 1: Flffi CeiWg v Sdsaar Tnm: ?. CJ9 wdar 3seaarn: Fba CeOng ar SdamTnrs: wa9 EOOw WoeWaG: Wootl Frama. 10' o.c.: 4ain Fe- Wooa Fsma, 78' ac; marYUi artd AOweGrede:WaoC Frame:Doible Pane wph LmvE: alofd608D: Giaas: apd7680: qres entry 8 mw: So6d: saoorW Ar. WooO Frama, 16 o.c.: nctrvm mmt ADOVe4ireOa:wooC Ftsme:Douh!o Parie MN low-E: Besemerrt Wall 1: Sdq Conaete w hlesary: menwr asnM: Bmement> 5.8 R2: Waad FrameDwmle Pane witli Law-E: BeSdnOnt NneevmB: SaOSd f.mcneto a Mazonry: aAa Well: Sa90 Convete or M.avorvy: Fienace 7: Famtl Hot Ah: 80 pFUE 1635 44.0 0.0 41 168 38.0 0.0 5 88 78.0 0.0 5 1781 19A 0.0 78 268 0.320 88 48 0.320 75 60 0.3W 18 65 0.067 / 1424 19.0 0.0 85 319 0.920 102 isas iao 0.0 71 58 0.320 78 88 13.0 0.0 6 280 73.0 0.0 15 Cmtodnme SlatinmeN: The PoPosad 6ukhi9 dc-JBn damfbsd hae b wrdqnM Wth tlm Lan9 Wam stradfimtlms. wd oUm mla5nlons etNenHhM wOh Ure penJ[ app8mfim. Tire poposetl 6uLOkg hes Oem Ae0oeE m rtmet tlro 2000 Aqrnesate Erre,py CoCa repd6mnomls 'vn REStlrark Vwsim 3.7.3 an0 b mqly uWI Vre MMW"Y mqbwnwft ftleO In tlm RESWea WrcOOWon CIKdGist. JJ ?:ba'M4cl,er r?fq?,.J? 2 LI o ? ConMY Neme ?ta PtoiBG PlWes: O%~ l Cmtrxtar CalhY WN9 Cepe 1 W t CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 INSPECTION RECORD PERMIT TYPE: Permit Number: Datelssued: Control No. 1150 6 i.ixi.?) 1 rar 00:1.565 1.0/05/92 SITE ADDRESS: Lo T; 3 1471 HIGHVIEW AVE VALLEY VIEW PLATEAU BLQCKc 3 APPLICANT: TRT-Si'AR BLDRS (612) 476-4462 F 7 ? PERMIT SUBTYPE: TYPE OF WORK: SF (MISC.) REPIiIR DE5CRIPTION RE-RO01= , , PERMIT Control No. 1150 CITY OF EAGAN ? PERMIT TYPE: B U I L D I N G 3830 Pilot Knob Road Permit Num6er: 01565 0 Eagan, Minnesota 55123 Date Issued: 10 / 0 5/ g?- (612) 681-4675 SITE ADDRESS: 1471 HTGHViEW HVE LOT: 3 BLOCK: 3 VALLEY VIEW PLATEA U DESCRIPTION: RE-ROOF ;Building Perm it Type SP (MISC.) ' Building'-Work Type REPAIR Zoning R-3 G ? REMARKS: C_ C) 2 1, S 3 FEE SUMMARY: VALUA7IC7N $3 .000 Base Fee Surcharge Lic. Search Fee Total Fee $54.00 $1<50 $5.00 $60.50 CONTRACTOR: - Applicant - ST. l.I pWNER: TRI-STAft BLDRS 14764462 000268 SELI mARVIN 905 TWELVE OAKS C1" 1471 HI6HVIEW AVE WI3YZATA MN 65391 EAGAN MN 55121 (612) 476-4962 I hereby acknowledge L'hat I have read this applicaL'ion and state that the information is correct and agree to romply with all applicable 5tate of mn. Statutes and Cit.y of Eagan fJrdinances. L - nl9?1.? ?.ei? I rhlf P. I A TlPER I EESIGNATURE ?ISSUEO V: I AT RE PERMIT # REArTiVATE IRS CITY OF EAGAN 1992 BUILDING PERMIT APPLICATION 681-0675 ???•? ? SINGLE 8 MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy calcs. COMMERCIAL 2 sets of architectural & structural plans, 1 set of spectfications, 1 copy of energy calcs. Penalty applies when typing of permit is requested, but not picked up by last working day of month in which re uest is made or lat chan e is re uested once ermit is issued. Date /6 / S' Valuation of work o2.S 3Q `= Site Address• • 'F . S EET !TE 0 Tenant Name: (commercial only) LOT ? BIACR 1 SIIBD. l',, ?p^ /! V.UNkI? ? ?-? 1 : P.I.D. k Descri tion of work: (1'0 O'F The applicant is: O Owner ? Contractor ? OCh21" (Ceseribe) Property Name ???& r v,Yi Phoiie, LAST F,RST Owner Address /42Z d?2 v;,-,, , /?ve ?? STREETT STE A City State Zip s s?a2 ? Company - Phone yy? 2 C011tf8CtOf Address 905- /yt?,?rEo (7Y' License #600,20 4 ExpJ/-9 City _ ??q ? 29 ? State Zip .i Company Phone Archltect/ Engineer Name Registration # Address City State Zip Sewer 3 water licensed plumber . Processing time for sewer & water permits is two days once area has een approved. . I hereby acknowledge that I have read this application and state that the information is correct and agree to comply wi 1 applicable Stat of Minnesota Statutes and City of Eagan Ordinances. L gnature of Applicant: ? 1< ? OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation O 02 SF Dwg. ? 03 SF Addition O 04 Sf Porch $X 05 SF M15c. WORK TYPE ? 31 New ? 32 Addition ? 06 Duplex ? 01 4-Plex ? 08 8-Plex 0 09 12-Plex ? 10 Multi. Add'1 ? 33 Alterations x 34 Repair GENERAL INFORMATION 0 11 Apt./Lodging ? 12 Multi. Misc. ? 13 Garage/Accessory ? 14 Fireplace ? 15 Deck ? 35 Tenant Finish ? 36 Move Const. (Actual) Basement sq. ft. (Allowable) lst Fl. sq. ft. UBC Occupancy 2nd F1. sq. ft. Zoning ? Sq. Ft. total t of Stories Footprint Sq. ft. Length On-site well Depth On-site sewage APPROVALS Planning Building Engineering Variance REQUIRED INSPECTIONS r?voo6/Nbl ? Site ? Footing ? Fr.aming ? Wallboard ? Final ? Drainttle ...-?- r.. _ ? 16 Basement Finish ? 17 Swim Pool 0 18 Comm./Ind. ? 19 Comm./Ind. Misc. ? 20 Public Facility 0 21 Miscellaneous ? 37 Demolish MWCC System City Water PRY Required Booster Pump Fire Sprinkler Census Code SAC Code Assessments ? Insulation O Fireplace Permit Fee ?. o e Surcharge Plan Review License ? MWCC SAC City SAC Nater Conn. Water Meter . Acct. Deposit S/W Permit S/W Surcharge Treatment Pl. Road Unit Park Ded. Trails Ded. Copies Other Total: $ 304V SAC % SAC Units EAGEiN TOWNSHIP 3795 Pilot Knob Road St. Paul, Minnesota 55111 Telephone 454-5242 PERMIT FOR SEWER SERVICB CONNECTiON DATE• January 28, 1970 OWNER: Peter Veldman PLUMBERWeierke Trenching NUMBER 552 Address 1471 Highview Avenue 33 TYPE OF PIPE cast iron DESCRIPTION OF BUILDING Industriall Commercial[ Reaidential I Multiple Dwelliag I No, of units xx Location of Connections: Connection Charge 200.00 d 1 2 70 Acet. Dep. • P 70 Permit Fee Street Repairs ToCal Inspected by: Date Remarka• By. Chief Inspector In consideratioa of the issue and delivery to me of the above permit, I hereby agree to do the proposed work in accordance with the rules and regulationa of Eagan Toc•mship, Dakota County, Minneaota ? sy. ? r,4 a? Weierke Trenehing & Excavating Rosemount, Minnesota 55068 Please notify when xeady for inspection and coanection and before any portion of the work is covered. ? DATE s° Id -7? SUILDING PERMIT APPLICAZ'ION Include 2 sets of plans, 1 site plan w/elevations and 1 set of energy calculations. Sb be used for Valuation [v??0. Site Address; f ?? ) ? ?.?.c?i? Lot Block See. Sub. Parcel Number 3 ONmer Address /yy/ t?T Contractor .c9? W-? Co Address '.?P34 ??.P Arch./Eng. Address Telephone 7?` 7 -,77/ 7 Telephone OR177 - -z 5;7 1 Telephone OFFICE USE Fxect Alter Repair Lnlarge Move Demolish Grade OFFICE USE Date of Approval & Initial Assessment Water/Sewer PO11C0 Fire Eng. Planiler _ Council Rldg. Off. A.P.C. -- Occupancy Zoning Fire zone 3 Type of Const. " # of Stories Front Depth /;3 FEES Pezlnit --_--_-.??- Surctiarqe 3 ---- rian Check 4' SAC F?atez Conn- t9ater Meter TOTAL City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 (651) 675 -5675 www.ci.eagan.mn.us Site Address: 1471 Highview Ave Lot: 3 Block: 3 Addition: Valley View Plateau PID:10- 81400 - 030 -03 Use: Description: Sub Type: e- Windows/Doors Work Type: Windows/Doors - New/Replacement Description: House Census Code: 434 - Zoning: Square Feet: 0 Comments: Fee Summary: Valuation: 3,000.00 Contractor: Renewal Andersen 1920 County Road C West Roseville MN 55113 (651) 264 -4777 PERMIT City of Eaan Construction Type: Occupancy: Improvements to the home require smoke detectors in all bedrooms. If altering window openings, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required by law in ALL single family homes. BL - Base Fee $3K Surcharge - Based on Valuation $3K Total: $90.00 Applicant/Permitee: Signature - Applicant - $88.50 $1.50 Owner: Cathy A Minnig 1471 Highview Ave Eagan MN 55121 Permit Type: Permit Number: Date Issued: Permit Category: 0801 9001 I hereby acknowledge that I have read this application and state that the informa of Minnesota Statutes and City of Eagan Ordinances. on is correct and agree to comply h all applicable State Issued By: Signature Building EA091677 10/19/2009 ePermit tdnesday, May 28, 2008 3:26 PM Page: 2 of 5 .11 u0 -.E LXZ '1 4 'NIW 19rJ 110 -IC OIXZ 1SII ME Z1PZW0 :WOO .� 3 _ ias toot if II O -I 110-,21 MAKING DOOR TO GREAT ROOM AN INTERIOR DOOR 0 II SCALE 1/4 CATHY MINN IG (ednesday, May 28, 2008 3:26 PM 201-0" -1 81577_ 101-OII y 61-6"31-6"TEMPERED !1LASS X , CCMP 4848 TEMPERED CCM2812 2W GLASS DEL S -I/2", M/LAM GAS FIREPLACE VAULTED CEILING nri U U TEMPERED GLASS • so ii GIRDER TRUSS - — LUALK-IN yI-4II SN 4 RD MASTER BATH Q 3 1 —01 Page: 3 of 5 a: I IL Q ac CLOSET iu —01 17 /i/n it 818'7,. Pi 7/ h j4.b.irW RM z Page 1 of 1 Jeffrey Wheeler From: Jeffrey Wheeler Sent: Wednesday, February 13, 2008 7:20 AM To: 'cforestlake@aol.com' Subject: RE: concrete work .Cathy: The addendum to change the foundation reinforcing to Ulteig Engineering is approve. A copy of Ulteig's 2008 foundation engineering must be attached to the approved plans. There is information in that package that the framers must be aware of for attaching the floor framing to the foundation. Jeff Wheeler Building Inspector City of Eagan 3830 Pilot Knob Rd Eagan MN 55122-1897 Direct: 651-675-5680 Fax: 651-675-5694 jwheeler@cityofeagan.com From: cforestlake@aol.com [mailto:cforestlake@aol.com] Sent: Tuesday, February 12, 2008 5:07 PM To: Jeffrey Wheeler Subject: concrete work Jeff, I Cathy Minnig approve Ulteig engineer specs.. BY: EAGAN REVIEW�D / DATE: _ ^ l3' de BUILDING II'4`;`=' rC^,TIONS DIVISION Thanks Cathy More new features than ever. Check out the new AOL 02/13/2008 2006 Residential Code for One- and Two-family Dwellings R40 .1 Concrete and masonry foundation walls. Concre - and masonry foundation walls shall be selected and constructed in accordance with the provis ns of Section R404 or in accordance with ACI 318, ACI 332, NCMA TR68-A or ACI 530/ASCE MS 402 or other approved structural standards. When ACI 718, ACI 332 or ACI 530/ASCE 5 S 402 or the provisions of Section R404 are used to deign concrete or masonry founda n walls, project drawings, typical details and specifications are not required to bear the seal of th= architect or engineer responsible for design, unl6s otherwise required by the state law of the j risdiction having authority. Foundation walls the t meet all of the following shall beton Bred laterally supported: 1. Full basement floor all be 3.5 inches (89 mm) thicl concrete slab poured tight against the bottom of the foun -tion wall. 2. Floor joists and blocking s ' all be connected to sill plate at the top of wall by the 44 prescriptive method called o, t in Table R404.1 ), or shall be connected with an %o approved connector with liste« capacity meeti Ta le R404.1(1). avr 3. Bolt spacing for the sill plate shal «e no gre er than per Table R404.1(2). 7,1."0. G, 1309.0404 SECTION R404, FOUNDATI ► AND RETAINING WALLS. Subpart 1. IRC Section R404.1, Items 4 and 5, ar amended to read as follows: 4. Floor shall be blocked perpendicular to the floor jois Blocking shall be full depth within three 'joist spaces of the foundatio u wall. 5. Where foundation walls supports,. r ., . load on «> • «. « s` f the bui such as a daylight basement, the rim oard shall be attached to the sill with a 20 gage metal angle clip at 24 inches on cen er, with five 8d nails per le or an approved connector supplying 230 pounds peer linear foot capacity. (so/ i�$'a f , 35 tS P - a-31 N/n 2006 Residential Code for One- and Two-family Dwellings TABLE R404.1(1) VE SUPPORT FOR FOUNDATION WALLSa MAXIMUM WALL HEIGHT (feet) MAXIMUM UNBALANCED BACKFILL HEIGHT (feet) HORIZONTAL REACTION TO TOP (plf) Soil Classes (Letter indicates connection typesb) GW, GP, SW and SP soils GM, GC, SM -SC and ML soils SC, MH, ML -CL and inorganic CL soils 4 45.7 68.6 91.4 A A A 5 89.3 133.9 178.6 .A B B 7 6 154.3 231.4 308.6 B C C 7 245.0 367.5 490.0 C C D 4 40.0 60.0 80.0 A A.. A,4 -, 5 78.1 117.2 156.3 A B B 8 6 135.0 B 202.5 B 270.0 C 7 214.0 321.6 428.8 B C C 8 320.0 480.0 640.0 C C , D 4 35.6 53.3 71.1 A A A 5 69.4 104.2 138.9 A B B 6 120.0 180.0 240.0 B B C 9 7 190.6 285.8 381.1 B C C . 8 284.4 426.7 568.9 C C D 9 405.0 607.5 810.0 C D D For SI: 1 foot = 304.8 mm, 1 pound = 0.454 kg, 1 plf = pounds per linear foot = 1.488 kg/m. a. Loads are pounds per linear foot of wall. Prescriptive options are limited to maximum joist and blocking spacing of 24 inches on center. b. Prescriptive Support Requirements: . Type Joist/blocking Attachment Requirement A 3-8d per joist per Table R602.3(1). B 1-20 gage angle clip each joist with 5-8d per leg. C 1V -inch thick steel angle. Horizontal leg attached to sill bolt adjacent to joist/blocking, vertical leg attached to joist/blocking with'/inch minimum diameter bolt Ca. A?//Z. 0 CoN,V&TO D 2 -'4 -inch thick steel, angles, one on each side of joist/blocking. Attach each angle to adjacent sill bolt through horizontal leg. Bolt to joist/blocking with'/cinch minimum diameter bolt common to both angles. Subp. 2. Table R404.1(2). IRC Table R404.1(2) is amended to read as follows: Table R404.1(2) Maximum Anchor S Supported Fo. Unbalanced Max_ Wall Backfill Ee a t Heieb.t Soil Ceases OW, GP, SW, & S? $' — 4n 7' — 4" GM, GC, Sof-SC, &NIL SC, IVE-1,141-C . & I -C 1P" diameter Anchor Balt Soil Load Tap of Wall Spacing (pet t ft) Reaction (pitt (uches}" 250 77 45 370 60 490 OW, GP,. SW, & SP ?'-0" • 3,-4" GMS,GC, SMSC,&PAL SC, NEL ML -CZ, . I -CI For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm 30 45 - 60 320 480 640 is 48 40 a Sill plate shall be 2 x 6 minimum. Anchor bolt shall be minimum 0.5" diameter cast in place with 7" embed. Anchor bolt shall have a 2" diameter by 0.125" thick washer tightened and countersunk 0.25" into the top of the sill plate. b Minimum load to be used for sizing of accepted anchors or fasteners if bolts are not used. Subp. 5. Section R404.1.2. IRC Section R404.1.2 is amended to read as follows: R404.1.2 Concrete foundation walls. Concrete foundation walls shall be constructed as set forth in Table R404.1.1(5) and shall also comply with the provisions of Section R404 and the applicable provisions of Section R404.2. Cantilevered concrete_ toundelion walls shall be constructe&as set in: R404.1.1(6), R404.1.1(7), or R404.1.1(8). i evered means: foundation` n ;_, . Lige permanent lateral support at the top. Subp.9. IRC Section R404.13. IRC Section R404.1.3 is amended byaddingthe followingexception to td P i%�S�hl Ai condition 2: J Exception: Cantilevered concrete and masonry foundation walls constructed in accordance with Table R404.1.1(6), R404.1.1(7), or R404.1.1(8). 2006 Residential Code for One- and Two-family Dwellings TABLE R404.1.1(5) CONCRETE FOUNDATION WALLSM' i' j' k MAXIMUM WALL HEIGHT (feet) MAXIMUM UNBALANCED BACKFILL HEIGHTb (feet) MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACING Soil classesa and design lateral soil (psf per foot of dep GW, GP, SW and SP 30 GM, GC, SM, SM- and ML S Minimum wall thickness (inches) 5.5 7.5 9.5 11.5 5.5 9.5 11.5 5.5 5 4 PC PC PC PC PC PC PC PC PC 5 PC PC PC PC PC PC PC PC PC 6 4 PC PC PC PC PC PC PC PC PC 5 PC PC PC PC PC PC9 PC PC #4@35" 6 PC PC PC PC #5@48" PC PC PC #5@36" 7 4 PC. PC PC PC PC PC PC PC PC 5 PC PC PC PC PC PC PC PC #5@47" 6 PC PC PC PC #5@42" PC PC PC #6@43" 7 #5@46" PC PC PC #6@42" #5©46" PCg PC #6@34" 8 4 PC PC PC PC PC PC PC PC PC 5 PC PC PC . PC #4@38" PC9 PC PC #5@43" 6 #4@37" PC9 PC PC #5@37" PC PC PC #6@37" 7 #5@40" PC PC PC #6@37" #5@41" PC PC #6@34" 8 #6@43" #5@47" PC9 PC #6@34" PC PC #6@27'' 9 - 4 PC PC PC PC PC PC PC PC PC 5 PC PC PC PC `#4@35" PC9 PC PC #5@40" 6 #4@34" PC9 PC PC #6@48" PC PC PC #6@36" 7 #5@36" PC PC PC #6@34" #5@37" PC PC #6@33" 8 #6@38" #5@41" PC9 PC #6@33" #6@38" #5@37" PC9 #6@24" 9 #6@34" #6@46" PC PC #6©26" #7@41" #6@41" PC #6@19" 10 4 PC PC PC PC PC PC PC PC PC' 5 PC PC PC PC #4©33" PC9 PC PC #5@38" 6 #5@48" PC9 PC PC #6@45" PC PC PC #6@34" 7 #6@47" PC PC PC #6@34" #6@48" PC PC #6@30" 8 #6@34" #5@38" PC PC #6@30" #7@47" #6@47" PC9 #6@22" 9 #6@34" #6@41" #4©48" PC9 #6@23" #7@37" #7@48" #4@48"h DR 10 #6@28" #7@45" #6@45" PC DR #7@31" . #7@40" #6©38" DR For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa; 1 pound per square foot per foot = 0.157 kPa/mm. a. Soil classes are in accordance with the United Soil Classification System. Refer to Table R405.1 b. Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels. Where there is an interior concrete slab, the unbalanced backfill height shall be measured from the exterior finish COPYRIGHT © 2006 by INTERNATIONAL CODE COUNCIL, INC. 2006 Residential Code for One- and Two-family Dwellings ground level to the top of the interior concrete slab. c. The size and spacing of vertical reinforcement shown in the table is based on the use of reinforcement with a minimum yield strength of 60,000 psi. Vertical reinforcement with a minimum yield strength of 40,000 psi or 50,000 psi is permitted, provided the same size bar is used and the spacing shown in the table is reduced by multiplying the spacing by 0.67 or 0.83, respectively. d 'Vertical reinforcement, when required, shall be placed nearest the inside face of the wall a distance d from the outside face (soil side) of the wall. The distance d is equal to the wall thickness, t, minus 1.25 inches plus one-half the bar diameter, db (d = t - (1.25 + db/2). The reinforcement shall be placed within a tolerance of ± 3/8 inch where d is less than or equal to 8 inches, or ± %2 inch where d is greater than 8 inches. e. In lieu of the reinforcement shown, smaller reinforcing bar sizes and closer spacings resulting in an equivalent cross-sectional area of reinforcement per linear foot of wall are permitted. f Concrete cover for reinforcement measured from the inside face of the wall shall not be less than' inch. Concrete cover for reinforcement measured from the outside face of the wall shall not be less than 11/2 inches for No. 5 bars and smaller, and not less than 2 inches for larger bars. g. The minimum thickness is permitted to be reduced 2 inches, provided the minimum specified compressive strength of concrete , is 4,000 psi. h. A plain concrete wall with a minimum thickness of 11.5 inches is permitted, provided minimum specified compressive strength of concrete, , is 3,500 psi. i. Concrete shall have a specified compressive strength of not less than 2,500 psi at 28 days, unless a higher strength is required by note g or h. j. "DR" means design is required in accordance with ACI 318 or ACI 332. k. "PC" means plain concrete. I. Where vertical reinforcement is required, horizontal reinforcement shall be provided in accordance with the requirements of Section R404.4.6.2 for ICF foundation walls. COPYRIGHT © 2006 by INTERNATIONAL CODE COUNCIL, INC. Subp. 6. Table R404.1.1(6). IRC Section R404 is amended by adding a new table as follows: Table R404.1.1(6) Cantilevered Concrete and Masonry Foundation Walls kaszimuri Maximum Unbalanced Hamel. Height¢ Hem (fes) (feet) ;mum Tei Ritmo: Size and Spacine r - l2I l al'; a Th t : 7W GP SW, & SP GMs GC, SM, SM -CS, SC MH ML =game CL 4 .3. Nee rewired 4 None letjuired None zequired None mailed Nore tweed No, 4 { 72 in. o.e. 3 - None required 4 No. 4 72 in. o.c. No. 4 (0) 72 in. o.c.. None required No. 4 @ 56 in o.c,k No. 4 4 56 in o.c.1 Nowt 4 1,4 40 in. t D. 4 40 a. Mortar shall be Type M or S and masonry shall be laid in running bond. Minimum unit compressive strength is 1,900 psi. b. Alternative reinforcing bar sizes and spacings having an equivalent cross sectional area of reinforcement per lineal foot of wall shall be permitted provided the spacing of the reinforcement does not exceed 72 inches. c. Vertical reinforcement shall be Grade 60 minimum. The distance from the face of the soil side of the wall to the center of vertical reinforcement shall be no greater than 2.5 inches. d. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1. e. Interior concrete floor slab on grade shall be placed tight to the wall. The exterior grade level shall be 6 inches minimum below the top of wall. Maximum height from top of slab on grade to bottom of floor joists is 10 feet 0 inches. Unbalanced backfill height is the difference in height of the exterior finish ground levels and the top of the interior concrete slab on grade. f. Minimum footing size of 20 inches by 8 inches shall be placed on soil with a bearing capacity of 2,000 psf Minimum concrete compressive strength of footing shall be 3,000 psi. )Provide propped cantilever wall: top of footing shall be 16 inches below the bottom of the concrete floor slab minimum. h. Provide #5 Grade 60 dowels, 1 foot 6 inches long, to connect footing to wall. Embed dowel 5 inches into footing. Place dowels in center of wall thickness spaced at 32 inches o.c. maximum. No dowels are required where length of the foundation wall between perpendicular walls is two times the foundation wall height or less. i. This tableisannlicable where the length of the foundation wall between perpendicular walls is 35 feet or less, or where the length of the foundation laterally supported on only one end by a perpendicular wall is 17 feet or less. 7 j. Maximum wall height is measured from top of the foundation wall to the bottom of the interior concrete slab on grade. k. Install foundation anchorage per Section R403.1.6. m -4-4( z z „i7/1 3-1179 u $' 0 X a- �1 z - W 0�m z�z a A vi to0 r 0 121-0" 221-0" Winding stair treads R311.5.3.2 Tread depth. The minimum tread depth shall be 10 inches (254 mm). The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). Winder treads shall have a minimum tread depth of 10 inches (254 mm) measured as above at a point 12 inches (305 mm) from the side where the treads are narrower. Winder treads shall have a minimum tread depth of 6 inches (152 mm) at any point. Within any flight of stairs, the largest winder tread depth at the 12 inch (305 mm) walk line shall not exceed the smallest by more than 3/8 inch (9.5 mm). WALL CONSTRUCTION TABLE R602.10.6 MINIMUM WIDTHS AND TIE -DOWN FORCES OF ALTERNATE BRACED WALL PANELS W1D SEISMIC DESIGN CATEGORY AND WINDSPEED TIE -DOWN FORCE (Ib) HEIGHT OF BRACED WALL PANEL Sheathed Width 8ft. 2'-4" 9ft. 2'-8" 10 ft. 2'-8" 11 ft. 3'-2" 12ft. 3'-6" SDC A, B, and C Windspeed < 110 mph R602.10.6.1, Item 1 1800 1800 1800 2000 2200 R602.10.6.1, Item 2 3000 3000 3000 3300 3600 SDC De, DI and Di Wmdspeed < 110 mph— 10 6 R602...1, Item 1 Sheathed Width 2' - 8" 2' - 8" 2' - 8" Note a Note a 1800 1800 1800 — R602.10.6.1, Item 2 3000 3000 3000 — For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. a. Not permitted because maximum height is 10 feet. EXTENT OF HEADER DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) EXTENT OF HEADER SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) MAX. HEIGHT 10' 140 '!• MIN. 3• X 11.25' NET HEADER 6' TO 18' FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILS AT 3' O.C. TYP. 1000 LB STRAP OPPOSITE SHEATHING FASTEN SHEATHING TO HEADER WITH 80 COMMON OR GALVANIZED BOX NAILS IN 3' GRID PATTERN AS SHOWN AND 3' O.C. IN AU. FRAMING (STUDS, BLOCKING, AND SILLS) TYP. •I• �-� MIN. WIDTH 16' FOR ONE STORY STRUCTURES ^'•� MIN. WIDTH = 24' FOR USE IN THE FIRST OF TWO •4• STORY STRUCTURES " MIN. 2x4 FRAMING If 3/8' MIN. THICKNESS WOOD • I• • •?�,�.-- r MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO •i• CONCRETE AND NAILED INTO FRAMING) • •i. 1 —_.ip;,_ ,. ' ( I•' SEE SECTION R602.10.6.2 I I c._) t .a STRUCTURAL PANEL SHEATHING MIN. DOUBLE 2x4 POST TYPICAL PORTAL FRAME CONSTRUCTION FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN 24' OF MID - HEIGHT. ONE ROW OF TYP. SHEATHING -TO - FRAMING NAIUNG IS REQUIRED. IF 2X4 BLOCKING IS USED, THE 2X4'S MUST BE NAILED TOGETHER WITH 316D SINKERS -- MIN. 1000 L8 TIE DOWN DEVICE FIGURE R602.10.6.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING 2006 INTERNATIONAL RESIDENTIAL CODE® Sunroom/Greatroom Beam 3 Pcs of 1 3/4" x 11 7/8" 1.9E Microllam® LVL Uses 2trr2/1 /0 Serial 12 Number.:6P700_5129917HPRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS User: 2 2/19/2008,2:25:56 PM Page 1 Engine Version: 6.30.14 FOR THE APPLICATION AND LOADS LISTED 74' LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (pst): 40.0 Live at 100 % duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Uniform(plf) Floor(1.00) 0.0 100.0 0 To 14' Adds To Uniform(plf) Snow(1.15) 524.2 187.5 0 To 4' 6" Adds To Uniform(plf) Snow(1.15) 524.2 187.5 10' 6" To 14' Adds To Point(Ibs) Snow(1.15) 1573 563 4' 6" Point(Ibs) Snow(1.15) 1573 563 10' 6" SUPPORTS: 1 Stud wall 2 Stud wall Input Width 5.50" 5.50" Bearing Length 2.76" 2.76" Vertical Reactions (lbs) Live/DeadlUplif trotai 3950/2217 /0/ 6167 3950/2218/0/6167 -See iLeveth Specifler'sBuider's Guide for detail(s): A3: Rim Board DESIGN CONTROLS: Maximum Design Control Shear Ohs) -5874 -4892 13622 Moment (Ft -Lbs) 18840 16840 30788 Live Load Deb (in) 0.276 0.333 Total Load Deg (in) 0.439 0.687 Detail Comment Wall Weight Roof Load Point Load from Hdr above Other 4 Product Diagram is ConceptuaL A3: Rim Board 1 Pty 1 1/8" x 11 718" iLevel® Rim Board A3: Rim Board 1 Ply 1 1/8" x 11 7/8" (Level. Rim Board Result Passed (38%) Passed (55%) Passed (L/579) Passed (L/385) Location RL end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading 870 L4 i 4 -Deflection Criteria: STANDARD(LL:U480,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 14' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDmONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevellb product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR LLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Distribution product listed above. -Note: See iLevel® Specifier'sBuikder's Guide for multiple ply connection. PROJECT INFORMATION: 1471 HIghview Ave. Eagan, MN Copyright C. 2007 by iLevel.f, Federal Way, WA. Microllam€. is a registered trademark of iLevell.. OPERATOR INFORMATION; Morley Frantziclk Stock Building Supply MF PO Box 21099 Eagan, MN 55121 Phone : 651-454-4985 Fax :651-454-1511 moriey.f antzickcstocksuppy.com ENER=GY CODE REQUIREMENTS FOR SF MVOS MUST COMP Wrru MN RULES 7670, CATEGORYI, OR MN RULES 7672 C1/ ir Address must be Pied during construction ga 72- RenAGEOED DATE: BUILDING IN P ECTIONS DIVISION SEPARATE PERMITS ARE REQUIRED FOR ANY ELECTRICAL OR PLUMBING WORK. APPROVED PLANS MUST REMAIN ON JOB SITE MAINTAIN MINIMUM 6" WOOD TO EARTH SEPARATION. a F SECURE SUWil,, COVER ENCLOSED USABLE SPAS 1 UNDER STAIRS MUST BE ENTIRLY FINISHED WITH CYPSUM BOARD ! —71'i-'4.0)( L Nl ii klL!/P � JN —6 rimmippiumnimmowswil VOITEIMON REQUIRED sig a akt61/' -to /ADD rou- / 'V5i fi v,,,/ R S pitivoil,9w+',ouv6 4'E, STAIRS SHALL SE PROVIDED WITH ILLUMINATION THE IMMEDIATE VICINITY OF THE TOP LANCiNG. ON STAIRS OF POUR OR MORE RISERS, A r HANDRAIL ' ' 21 DIAMETER ArD 34" TO 38" ABOVE 7, I • •-1 IS REQUIRED ON AT LEAST ONE NUE Of 'ME STAIRS. .LKING SURFACES GREATER THEN 30" A150 VE AREA BELOW REQUIRE GUARDRAILS MINIMUM 36" IN HEIGHT AND DESIGNED SUCH THAT A 4" SPHERE WILL NOT PASS THROUGH if" 1, (liek /VI 141 4 / 14(4 tt' II -ft ft 4 1-",_ it; ,tt ((7-Mrri 49-77 \ \\ FIRE STOP SOFFITS AND ALL OTHER DEAD SPACE • N N ; I ; ;took 3 " N 1,ZD 4.4 TOTAL MA4 i110 77: ¶41\ C••`'`, ittt- fr—itI VI I 4,....14%.". ra""' tat --4t A 1k 1 =1 OOM GARAGE DOOR MUST BE A - TIC: -IT FITTING SOUD W000 DOOR 1 3/8° rJ A SELF-CLOSINQ TIGHT FITT!"..G DOOR HAVING A FIRE PROTECTION RATING OF 20 MINUTES. —7_ A :1;0 77. /=_'' t 7 ; PROTECTED CONTINUOUS SEALED VAPOR BARRIER REQ'D. HERE • SON REC1UMp., ••lift ar � LOAROPINIASUI VIEW • MK Sr NEM -Eft ppm MOW • NAL QFW FRONCLOOR70mow Patmomanniall• MUDD UP IQ MS Mums Fki SQ. FL SMOKE DETECTORS ARE REQUIRED ON EVERY LEVEL OF THE HOUSE AND IN EVERY SLEEPING ROOM AND IN EVERY HALLWAY LEADING TO A SLEEPING ROOM A CARBON MONOXIDE ALARM MUST BE INSTALLED IN ALL NEW SINGLE FAMILY AND MULTI FAMILY DWELLING UNITS. MAINTAIN MINIMUM 6" WOOD TO EARTH SEPARATION. 22" X 30" ATTIC ACCESS REQ'D. FIRE STOP SOFFITS AND ALL OTHER DEAD SPACES. Ai/WI-570P !NS- `L y h y -~s ALL POW LOAM SKOLL TRANSFER TO BEARING ALL EXTERIOR WALL OPENINGS FOUR FEET OR GREATER IN WIDTH SHALL BE SQUASH BLOCKED pS727P fLV/L 7LLt'59it3 @ / V Y'T A VAPOR BARRIER a M+3I`481 OF J fiv T'.L riffs YAW 3/TDE O/e ti1CiKL�.i�Li Vi® i1IC,. YAW Ail `� IAF LS AND ATTIC CEILIr4o is r lt_ Pc L1J 111)4)00.- /3p FOUNDATION WALL MOISTURE BARRIER IS REQUIRED BETWEEN INSULATION AND FOUNDATION WALL =Rn'7 L' (11R Tn GRAfF 27 X 30" ATTIC ACCESS REQ 10 22" X 30" ATTIC ACCESS REQ'D. *City arsetau Date: 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 r Use BLUE or BLACK Inkf\6 For Office Use G� Permit #: 3'g04'4&Fee: 7/ 0 (tr (r--d Date Received: Staff: 2015 RESIDENTIAL�/�IrBUILDING CU ILDING�PJERM�IT APPLICATION Site Address: /117 J/`(i I�v'�"t/ ft(/ Unit#: Resident/ Owner, Name: ir( L_ i~ C/ rft( 4k,_,,) Oh.) Phone: alt-? YT 3c).T' ,.f Address / City / Zip: ) / c! ilio, 7/ �/ F,/ % / `n-' S Srz-, Applicant is: IX Owner Contractor /4(( Type of Work Description of work: ',CC ESSd, /'J Alic Giro- Construction Cost 1S; 000 • Multi -Family Building: (Yes _ / No A ) Contractor Company: Contact: Address: City: State: Zip: Phone: Email: License #: Lead Certificate #: If the project is exempt from lead certification, please explain why: In the last 12 months, _Yes A No COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING has the City of Eagan issued a permit for a similar plan based on a master plan? If yes, date and address of master plan: Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: Fire Suppression Contractor: Phone: Phone: Phone: 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) 4540002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aooherstateonecall.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 Buil - ng C = be completed within 180 days of permit issu ce. Applicant's Printed Name Applicant's Signature Page 1 of 3 7/ )i (ally l 6L O NOT WRITE BELOW THIS LINE SUB TYPES Foundation — Fireplace — Porch (3 -Season) Exterior Alteration (Single Family) Single Family Garage Porch (4 -Season)_ Exterior Alteration (Multi) — Multi _ Deck _ Porch (Screen/Gazebo/Pergola) _ Miscellaneous 01 of Plex _ Lower Level Pool Accessory Building WORK TYPES tXNew _ Interior Improvement _ Siding _ Demolish Building* Addition Move Building_ Reroof _ Demolish Interior _ Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100%-y, ) Census Code #of Units # of Buildings Type of Construction _LW Occupancy Code Edition Zoning Stories Square Feet Length Width *Demolition of entire building - give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Suppression Required REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required X Foundation HVAC _ Gas Service Test Gas Line Air Test Roof: Ice & Water _Final Pool: _Footings _Air/Gas Tests _Final 7C Framing Drain Tile Fireplace: _Rough In _Air Test _Final Siding: _Stucco Lath _Stone Lath _Brick Insulation Windows Sheathing Retaining Wall: _ Footings _ Backfill _ Final Sheetrock Radon Control Fire Walls Fire Suppression: _Rough In _Final Braced Walls Erosion Control Other: Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL 39 Page 2 of 3 3:1 Maximum Slopes cg Retaining Wall Will • l'3,3quired ,#cce3 sae Lf Ljii_c_4101--_ 40-cp7) 6(\.1 By AVAA A G AN ENGINEERING DEPT. 803.6 803.7 1 0 803.1 0 0 Lf 4-- 4,4 803.7 803.5 Top Iron - 805.53 1 1-17 1 043 LJ \\' /0/ - 125.00 EAST- /33 g-ge" HARD COVER: HOUSE/PORCH/DECK = 2,870 sq. fi DRIVE = 927 sq. ft. TOTAL HARD COVER = 3,797 sq. ft. - —UTILITY EASEMENT- -- — CO 'TROL 805.0 ED 8"C36 807.9 03 808.9 15.0 16'-o b PROPOSED 10 RESIDENCE J House to 20.-0" ch r=e -o" .806 9 N001 2' 00"VI- • I 1/3 • 0.4 1%,•."` / 0 • IA 808.7.-1 - • Top Iran - 807.35 u) 0 1.1 be razed. 0 25-8" b " "a)r Porch 1 31'-8" cv 32'-0" 0 808.8 0 tn 15.0 810.1 10.1 I I I W ‘Ci - 125.00 vs. Concrete Curb- - _q T/C 808.59 EAST \\ 0 0 0 Top iron - 810.16 T/C 810.19 T/C 81220 HIGHVIEW AVENUE LOT 3, BLOCK 3, VALLEY VIEW PLATEAU This survey is certified only to the above named person or persons and not to subsequent owners, mortgages or title insurers. • from olats of record of information provided by client. Maximum Slopes retaining Wail Will s required 803.7 /H71 /i ';'644.1 HARD COVER: HOUSE/PORCH/DECK = 2,870 sq. fi DRIVE = 927 sq. ft. TOTAL HARD COVER = 3,797 sq. ft. - 125.00 EAST- 806.9 803.6 803.1 0 0 0 0 N 0 O Z 808.8 0 811.5 If) h L31'—B" 803.7 803.5 Top tron- Top Iron - 805.53 810.16 Tap Iron - 81227 Concrete Curb7--- /47/ HIGHVIEW AVENUE T/C 808.59 T/C 810.19 EAGAN ENGINEERING DEPT. LOT 3, BLOCK 3, VALLEY VIEW PLATEAU ey certified oto nly named title persons t to isubreguent owners, mortgages or ers. My ,'li.n Pertit+'% g• 13aQ? NOTES: 1. WIND SPEED = 90 MPH EXPOSURE B JAN 2 9 2016 2. VERIFYING ROUGH OPENING SIZE AND LOCATION WITH OWNER BEFORE CONSTRUCTION. 3. NAIL EXTERIOR 7/16" OSB WALL SHEATHING WITH 8d NAILS SPACED AT 4" ON THE EDGES OF SHEATHING AND 12" AT INTERMEDIATE FRAMING. / /I / z;x# I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA William G. Blanchard, P.E. Date: 01-29-16 License No. 19567 0 2-6" 3'-0" 2-4" 3'-O" 2'-4" 3'-0" 2'-4" 3'-0" 2'-6" 1 1 1 SEE I NOTE 3. I I o N 5? //////% Y/////////2 V////////A ////////A Com///// %J� Z /� FRAME WALL IN ACCORDANCE WITH i SHEET 2 OF 3 SEE NOTE 3. / 0 / o N ///////.1 t////////rJ 7///A V////4 SEE NOTE 3. 1 SHEAR WALL PLAN Scale: 1/4" = 1-0 DRAWING BY CONTRACTOR JOBSITE ADDRESS DRAWING TITLE DRAWN BY WGB BLANCHARD ENGINEERING 6936 WASHBURN AV S RICHFIELD, MN 55423 (0) 612-861-6361 •(F) 612-861-6361 PETERSON 1471 HIGHVIEW AVE. EAGAN, MN FRAMING PLAN SCALE AS NOTED REVISION 0 DATE 01 /29/16 SHEET OF 1 3 O 0 0 O 0 O 0 0 o 0 0 0 0 0 0 of 0 0 0 0 0 0 o" O O O 0 O 0 0 01 0 0 0 O 0 0 0 0 0 0 ) 0 o0 o. 0 010j 0 0 010 O 0 010 0 0 0(0 00 0 0 O O O O 0(0 O O ° ° 0 0(0 0 O 0 J. — H. 0 E. TOP OF CIP CONCRETE I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE L��A��W//S OF THE STATE OF MINNESOTA L�LGGtcd�ai. William G. Blanchard, P.E. Date: 01-29-16 License No. 19567 ° 0 0 O 0 O O O O O O 0 to 0 O 0 0 0 0 10 O 0 0 0 0 0 0 O 0 0 0 0 10 O 0 0 0 0 0 0 0 0 O O 010 0 0 O 0 0 0 o f0 0 0 0 0 001 O 0 0 00 010 O O 0 0 °I°I °° 11 ° 0 0101 00 0 O O O 0 G. O O 00 0 ° 0 0 H. OH DOOR FRAMING Scale: NOT TO SCALE K. { SIDE ELEVATION x L. Q.—/ —1— DRAWING BY CONTRACTOR JOBSITE ADDRESS DRAWING TITLE DRAWN BY WGB BLANCHARD ENGINEERING 6936 WASHBURN AV S RICHFIELD, MN 55423 (0) 612-861-6361 •(F) 612-861-6361 PETERSON 1471 HIGHVIEW AVE. EAGAN, MN OH DOOR FRAMING SCALE AS NOTED REVISION 0 DATE 01/29/16 SHEET OF 2 3 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA ��iG�G6Yccetsrc.� William G. Blanchard, P.E. Date: 01-29-16 License No. 19567 A. MIN. 3" K 11 7/8" NET HEADER (FOR SIZE AND NUMBER OF TRIMMERS SEE FRAMING PLAN) B. HEADER SHALL BE FASTENED TO THE KING STUD WITH 6-16d SINKER NAILS C. FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS AND SILLS) (TYP.) D. MINIMUM 1000 LB. HEADER -TO -JACK -STUD STRAP SHALL BE CENTERED AT BOTTOM OF HEADER AND INSTALLED ON BACKSIDE AS SHOWN ON SIDE ELEVATION. E. FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL OCCUR OVER AND BE NAILED TO COMMON BLOCKING AND OCCUR WITHIN THE MIDDLE 24" OF WALL HEIGHT. (1) ROW OF 3" O.C. NAILING IS REQUIRED AT EACH PANEL EDGE. F. FULL LENGTH KING STUD G. SIMPSON HTT5KT HOLD DOWN INSTALLED PER MFCTR SPECS H. 1/2" DIA. ANCHOR BOLT J. ICE AND WATER SHIELD BETWEEN HOLD DOWN AND TREATED PLATE K. MIN. 1000 LB. TENSION STRAP. STRAP SHALL BE CENTERED AT BOTTOM OF HEADER. L. SHEATHING FILLER IF NEEDED. M. 16d SINKER NAILS IN 2 ROWS AT 3" o.c. N. WOOD STRUCTURAL PANEL MUST BE CONTINUOUS FROM TOP OF WALL TO BOTTOM OF WALL, OR FROM TOP OF WALL TO PERMITTED SPLICE AREA. P. FULL-LENGTH KING STUDS. Q. 3/4" PLYWOOD. OH DOOR FRAMING NOTES Scale: NOT TO SCALE DRAWING BY CONTRACTOR JOBSITE ADDRESS DRAWING TITLE DRAWN BY WGB BLANCHARD ENGINEERING 6936 WASHBURN AV S RICHFIELD, MN 55423 (0) 612-861-6361 (F) 612-861-6361 PETERSON 1471 HIGHVIEW AVE. EAGAN, MN OH DOOR FRAMING NOTES SCALE AS NOTED REVISION 0 DATE 01 /29/16 SHEET OF 3 3 City of EaQaII 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 APR 11201F. Use BLUE or BLACK Ink ,n For Office Use f �1i� Permit #: / Z6&5Z Permit Fee: (/ / 3////�' 5 Date Received: -1/17///.4" Staff: 2016 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: Unit #: J Phone: Gs(—?3 S J 0)s Description of work: ��/C 1-4l I "riv5' Vo.) -ac( 1 13 ellI11-ff 40 Construction Cost: 0 Multi -Family Building: (Yes I No JZ) Company:l e IJ tc/Glf 4Qvvi`c-.e/✓t,Contact: Roll 14nicl s'or✓ Address: / r` . I 6A1 4 Cot/iv-41 12 el G City: 4-lef4 C-4_4/ JdL State: /11- N Zip: ST(/7 Phone: it ail,,-/�"QsvdP-rrfo,��pe,/S, License #: rLe- a Certificate t #r If the project is exempt from lead certification, please explain why: 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: Phone: Fire Suppression Contractor: Phone: Sewer & Water Contractor: NOTE: Plans and supporting documents that you submit are. considered to be public info the information may be classified as non-public if you provide specific reasons that would conclude that they are trade secrets, ids 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"pgrmit issuanfer x Applicant's Printed N x i\ o h c'J L— 4/4 vs c9 Applicant's Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Fireplace Single Family Garage Multi Deck _ 01 of _ Plex Lower Level ,3619 Porch (3 -Season) Exterior Alteration (Single Family) Porch (4 -Season) Exterior Alteration (Multi) Porch (Screen/Gazebo/Pergola) Miscellaneous Pool Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* Addition_ Move Building _ Reroof _ Demolish Interior Alteration_ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window Water Damage Retaining Wall DESCRIPTION Valuation (a_g_t_S_LE.,913 Occupancy Plan Review Code Edition (25%_ 100% y) Zoning Census Code ,,// k Stories # of Units Square Feet # of Buildings Length Type of Construction Width *Demolition of entire building - give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Suppression Required REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Fina / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Roof: Ice & Water Final I ` Pool: %( Footings ?(Air/GasGTests ' Final Framing 30 Minutes 1 Hour Drain Tile Fireplace: Rough In Air Test Final Siding: Stucco Lath _Stone Lath Brick Insulation Windows Sheathing Retaining Wall: _ Footings _ Backfill _ Final Sheetrock Radon Control Fire Walls Fire Suppression: _Rough In _Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 /6(661,3 • POOL PERMIT -APPLICATION SUBMITTAL REQUIREMENTS Address: 101 tt4P),Applicant Name: &; K (fir- r•PejE'r-ft GENERAL INFORMATION b o • z a ❑ ❑ Applicant name and contact information --CI ❑ ❑ Property owner name --CI' ❑ ❑ Address of property ❑ ❑ North arrow, scale (1" = 30' or 40') ❑ ❑ Site Plan, drawn to scale showing location of house, pool, and other existing or proposed structures, including retaining walls and fences. ❑ ❑ Location and name of all streets adjacent to property U ❑ Directional drainage arrows (existing and proposed) ❑ ❑ Lot Square Footage _-12` ❑ ❑ Lot Coverage ELEVATIONS Existing ❑ ❑ House corners -8' ❑ U Property corners ❑ rt'.i ❑ If applicable, ground elevation at each end of retaining walls and at wall's greatest height Proposed .2 ❑ U Finished pool deck corners ❑ -21 ❑ Top of proposed retaining walls (if any) and at each different elevation (if it changes) .1Ei ❑ ❑ Pool bottom (or max. depth) DIMENSIONS Existing d ❑ ❑ All property/lot lines ❑ ❑ All Easements on the property Proposed -E ❑ U Pool ❑ ❑ Pool plus integrated deck/patio .0' ❑ ❑ Shortest distance from outside edge of pool deck to lot lines and house G:FORMS/Pool Permit Checklist/11-20-12 0 Non -Diving Pool. liNtakiwt ; j7C.)Lit 3—Y?fZ'G � E 1� i4, Sec. 803.7 - 125.00 EAST - Twp.. 27. LOT AREA = 2 ,875 sq. ft. FOUNDATION = 2,390 sq. ft. FOUNDATION COVERAGE = 10.9% HARD COVER: HOUSE/PORCH/DECK = .2.870 sq. ft. DRIVE = 927 sq. ft. TOTAL HARD COVER = 3,797 sq. ft. / 17.33, 803.6 803.6 1 bl T=6'-0" 1:) PROPOSED 806.9 N 00.12'00"Y!-- 808.8 Lt/ 31, cJ ( L. RECEIVED MAY 0 2 1016 0 811.5 11 ti 807.9 ( 31'-8" House to 2'-0" be razed Q25'-8" b 1 r— ^ N 814.2 803.7 803.5 # 0 Top Iron - 807.35 1 15.0 t, 14'-0' Top Iron- 810.16 b� w t Top Iron- 125.00 EAST 1� 805.53 <.��. PS�r..•r..NCi'A: :T'{�an"a�Jf'i$3r -. -.. .. - ' Top Iron - 812.27 3 T/C 005.36 Conrret2 Curb--- /471 HIGHVIEW AVENUE T/C 808.59 T/C 812.20 EAG N