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4346 Woodgate Lane N ÿ þýýüûúÿú ÿ ùüüýýðûïüî îò îã î þý ÿþýüû ú ùýüûø÷ ûú öÿûõôÿõóÿþò ûñðï ý îî íî ìü íð ù÷óæ ò õëñêûõïé è í èî íí öù ÿó ëçé è ð èð õôóô òñ ûû ÷ßúêþì î íøóæ ÿ îîáùø òóòø òø ñðïíí ð óþü÷ó óæóûûóóåõõûü÷óûûþ åò ÿúüåäè ûûà õ ÿ ÿü ÿ CITY OF EAGAN Remarks Addition Mailard Park Thi-rd Addition Lot 34 Rlk 2 Parcel #10 47757 340 0,2 ~i Owner sc.eet 4346 North Woodgate Lane State EaAan, hIN 55122 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK , * SEWER LATERAL 1981 3412.34 682.47 WATERMAIN * WATER LATERAL 1981 WATER AREA . STOAM SEW TRK 413 jJ$j 467.74 93.55 5 +t STORM SEW LAT 19$1 CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK • ~ INSPECTION RECORD . CITi OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: APPLICANT: , r,~ii~ ~ t r~~ r, ,~t•: t PERMIT SUBTYPE: TYPE OF WORK: INSPECTION . ' :'~'•~~I~rl~, ~ ~I ir1~, 1 t.; , r . ~•r~~.: ii rl ri ~ rt 11.1 ?FN ANO -,fi.l? a ~ i F ~ ~ - _ ' ~ Pertnk No. PermM Holdsr DOM TeNphono i ' ELECTRIC • PLUMBINd Hvnc 9,p' Inspwtlon Insp. CommeMs Foonrres r-ouND 7 .41S FRAMINa ROOFlNG ROUGH PLUMBING AiR TEST << ¢ ROUGH HEATI G GAS SYC TEST INSUL ~ GYPBOARD FlREPLACE FIREPLACE AIR TEST FlNAL PLBG FINAL HTG / ORSAT TEST BIDG FlNAL IZ. jV-a1 ~A~, Gri~ ~rdic~ r?f ~A BSMT R.I. BSFAT FINAL DECK FTG DECK FIM1fAI ? ~ ~ •r ~ ~ . e - ~ %ertifica#e vf cccuVanc4 49" of Cfagan Ztoartatut of S«Rbing 3x130«nox This Certificate issued prersuant to tlee r+equirements oj the Uniform Building Code certifying rhat ar the ti,ne njissuance this stnreturr wcu in comptiance with tht varions ordinances of tfu Ciry rcgulating buildirtg construction or ase. For rhe following: um clusirmmtion: SF D{+iG eag PL=n Na 30340 O-p-y Tra R-3 U-1 za" Dkaia R-1 Tya co„S,. Vn BOB PEKAREK 5321 NYLAND GREENS DB., BLMTH, MN Owwr ' B~~ ATE LANE N~" L34, B2, MALLARD PARK 3RD ~ ~ i atiwfis officiA P06T IN A CONSPlCUOIJS PLACE AddiOSS 4346 WOODGATE LANE N ZlP 5512_ LAt 34 Blk z Sub KALLARD PARK 3RD THESE ITEMS WGRE / WERE NOT COMPLGTE AT THE TIME OF THE FINAL INSPECI'ION. Date: / /5 S'7 Yes No Inspector. Final grade (6" from siding) Permanent steps (garage) Permanent steps (main entry) ~ Permanent driveway Permanent gas Sod/Seeded grass ? TraiUcurb damage ? Porch ? Basement finish ? Deck r~ Pleaze vcrify with the builder Ihe removal of roof test caps from the plumbing system and Ihe shut-off of watcr supply to the outside lawn faucet before freeze potential exists.Contact engineering division at 681-4645 before working in right-of-way or installing underground sprinkler system. ~ Whire - City Copy Yellow - Resident Copy Pink • Comractor Copy ` X~ Xt c~ X(Y,c X<X( X~>X X( St ~C 1k ~C X( k( %k ~k JX 8C ~k kvX>k ~X X~ Xt aY RC 8t k: XaX CTTY OF EAGFlN CASN.T.ER: S TCRMINAL N0: 74 DATE' 07/053/37 7SME. 15:22.59 IIi ~ NAME: ROIiF_'RT F'F_F:FlFEK/hIE.T.DI JF_SF'E6iSON 2256 9001 4346 HOODGATE L.. 47589.71 ] Tota1 Recei.pt, Aniaun{:: 4,589, i i. CR078362 1.1,5F'R :CLi; NFlNCY wY,;Y,cm%tY„ ~4 ~~CY,cY,;Y~ m~Y~C~k~k~C>:~k~YF~k~CM ~Y~YXC%c ~k%~>XYFXc ~CY~ 8c ~C %c I PERMIT duTY OF EAGAN 3830 Pilot Knob Road PERMITTYPE: eusLorNs EagBn, Minnesota 55122-1897 Permit Number: 0 3 0 3 4 0 (612) 681-4675 Date issued: 0 7/ 018/ 9 7 SITE ADDRESS: 4346 WOODGATE LANE N LOT: 34 BLOCK: 2 MALLARD PARK 3RD P.I.N.: 10-47252-340-02 DESCRIPTION: Building,Permit Type 5F DWG Building Wo.rk Type NEW 'UBC Occupancy\ R-3 U-1 ~ Construction Typ~e V-N Zoning R-1 ~ Building Length ~ 61 Building Width 41 • ~Building stories ~ 2 ' -S,quare Feet 2,221 Census,Code " 101 1- FAM. DETACH / ; - n- • . - ; ~ ~ i.- , i . REMARKS: PRV S& W PLBR - M& W WATER AND SEWER FEE SUMMARY: VALUATION $167,000 Base Fee $1,222.25 MISCELLANEOUS $1,539.50 Plan Review $794.46 Total Fee $4,589.71 Surcharge $83.50 9AC $950.00 SAC % 100 SAC Units 1 Subtotal $3,050.21 CONTRACTOR: OWNER: - Rpplicant - ~ PEKAREK BOB 5321 HYLAND GREENS DR , BLOOMINGTON MN 55437 (612)835-4733 I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Mn. 5tatutes and City ofi Eagan Ordinances. I- J m~- PL E I ISSUEDBV SI T 97 BUILDING PERMITAPPLICATION (RESIDENTIAL) ~~,~`'~9•~~I o5 CITY OF EAGAN , 3830 PILOT KNOB RD - 55122 ~ 346 . 681-4675 New Construetion Reauirements RamodeVReoair Recuirements ? 3 registere0 site survays ? 2 copies W plan ? 2 copies of plans (inGude beam 8 window a¢es; poured fnd. design; etc.) ? 2 ske aurveys (exterior edditione 8 dedcs) • 1 energy calculations ? 1 energy calculations for heated edditions ? 3 copies of tree prosarvation lan H lol platted eRer 7/1/93 reQuired: _ Yes No DATE: /O - Z 37 CONSTRUCTION COST: DESCRIPTION OF WORK: -e' C4.) 0.5, e~ STREET ADDRESS: 113 y69 p~q - ~ LOT ~ BLOCK 2 SUBD./P.I.D.#: Adla"-l Pa r,S •,1641f `A '0'1 PROPERTY Name: 12el< q r P~ /JO ,CI Phone g 3~~1733 OWNER StreetAddress:--3 3 z ~ }~y,~n~/~,'y~Pnf /~r. City: State: /fJr. Zip: j ^ CONTRACTOR Company: Jcrio P Phone#: Street Address: License City: State: Zip: ARCHRECT/ Company: Phone ENGINEER Name: Registration S:me! Address: City: State: Zip: Sewer & water licer.~ed plumber (new construction only): 4t-w 1&v1rr+-50cvPY , penalty applies when address change and lot change arc iequested once pertnit is issued. I hereby acknowledge that I have read this application and state that the infortnation is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signatu2 of Applicant: OFFICE USE ONLY RECEIVED Certificates of Survey Received _ Yes 4- No J U N 2 3 1997 Tree Preservation Plan Received _ Yes _ No 3- Not Required BY: , . OFFICE USE ONLY BUILDING PERMIT TYPE ~ 0 01 Foundation ? 06 Duplex ? 11 Apt./Lodging o 16 Basement Finish 02 SF Dwelling o 07 4-plex o 12 Multi Repair/Rem. ? 17 Swim Pool 03 SF Addition o 08 8-plex ? 13 Garage/Accessory ? 20 Public Facility 0 04 SF Porch ? 09 12-plex ? 14 Fireplace ? 21 Miscellaneous ? 05 SF Misc. ? 10 = plex a 15 Deck WORK TYPE ~ 31 New ? 33 Atterations o 36 Move 32 Addition o 34 Repair ? 37 Demolition GENERAL INFORMATION Const. (Actual) Basement sq. ft. MC/WS System (Allowable) tt- Main level sq. ft. City Water UBC Occupancy sq. ft. Fire Sprinklered Zoning F- I sq. ft. PRV ~ # of Stories sq. ft. Booster Pump Length sq. ft. Census Code. Depth Footprint sq. ft. 2ZZ 1 SAC Code ~ Census Bidg Census Unit ~ APPROVALS Planning Building ~ Engineering Variance Permit Fee Valuation: $ It0 00• Oa Surcharge Plan Review ~ UNF~asr %w`~~J License MCNVS SAC I~O I X IS =~~f 5, oO City SAC ~ Water Conn. Water Meter Acct. Deposit 13D 7 70~ Z~'7•Ut~ . T"'---- S/W Permit S/W Surcharge Treatment PL ~~~7t f Road Park Dedt o ~ d X l~/ = ~ 31 ~20. 00 Trails Ded. n Other Copies ' s',) X ?500.00 Total: °h SAC ZH~ ~ v~•'. SAC Unks X ~5-0(0, 60 II'~1 I. . ~..nT r.~~ 1 . . . . ..A ~ ~ntli ' . • . . • • ' HEW f-lOME FIELD INSPECTION. , • ENEkGY CHECF:LIST PAGE 2 , • - t1INiMUM FEQUIREt1E:aTS ~ OPTIOtJAL CCATErOkY 2? I CCFITEGORY 17 INSULATION: . C ] Vapor bsrrier instal!ed . C ] Interir,,r fioundaticm vall,: ~ C) Vapor barrier installed t C) Insulation installed: k- i C ? Moisture barrier installed ; , C 7 Attic insule:tion instailletf: R- ~ C ] Attic card Fosted wii • proof ef ~ bags installed I C ] Floor insule.tion inst illed: t k- ~ C ] Wall insulation instailed- C> R-15 C) P.-21 P.- M1 WIND WASH BARRIERS: , C] Wind wash Garrier installed at I C 7 A11.exterior tloints,in_ ' attic edge : building envelupe•.sealed C 7 Overhangs (cantilevered flac,rs ~ • and bay windows)have wind wash . barriers ; MECHANICAL: ' ~ C 7 Ducts running outsida conditioned 1 E 3 Residential.;mechanical.~;. „ space sealed and insulated t ventilation"system . ' with minimum of A.-8 ~ installed (Mandataryc:.if• onsin C] keturns in same space as furnace i or more item in this-column sealed ~ is cher_ked) C] Ducts in unheated spaces ~ C] Water heater has pipe insulation 1 orheat traps installed C ] Furnace AFUE: ~ C 7 C:entral Air SEER: 1 ~ ----NOTES TO FIELD C6uild3ng Department Use Only7------------------------ . . ' ' • NEW HOME FIELD INSF'ECTIGN ENEkvY CHECk:LIST NINiMUM F.EQUTREIhENTS ~ OPTiONAL ~ (CATErqkY 2) ~ CC„TEGOfY 17 'OUhlDlaT I ON: ~ . J Exteriar -foundation wa12 i insulation installed: , R- C ] S1ab-c.mqrade insulation ~ installed: R- , ~ ] Ducts in slabs have F'-5 insulation bottom and sides ~ r'~ENETFATIQNS: G,..] Window-and daor frames sealed ~ C 7Fc,undation rim .ioist sealed ~ cirtight C'r..3-.framed.,aall ..openings into attic 1 C 7 Up:)er story band ,ioists sealed I 1 ~iealed airtight C:-:3,Dther c.ioints in -walI sealed t [."7 Dropped_ceiling__air-blocked 1 C 7 Ceiling poly sealed to top ; 09 interior partition walis C:~.] Plumbing penetrations sealed I C ::•.1 Exterior walls behind tub S ~ and .~shawer : seal ed . ] Fiumbing vent stack.sealed ~ C,~_] Chimney flues sealed at ceiling i E. ] Perimeter-s of all 4ril:is and t registers-sealed tc, vapor ; barrier . - T . . 7 Electrica3 servr..ce sealed ~ ~ 7 Recessed :ight 'Gir.tures seaY=d I _ 7 Wire pen+=iretions iht~~ attic 1 C 7 E1=ctri.:a2 bcr.es sealed ta sealed i v_=_oor S-arrier C J Telephone, cable TV I penetrat=ons sczaled 1 C--.3 Fans sealsd where vapar barrier I C] Fan housings air sealed penetrateel Nchec4; COMPLIANCE REPORT innesota Enerqy Cade Permit # .:Icheck Software Version 2.0 ;{innesota Dapartment of F'ublic Servirc- . -G12-296-5175 1-800-657-3710 ~ Chacked by/Date ~ -.a1lNTY: Dal:ota :'!"ATE: Minnesota 7 C")niC : 2 CONSTRUL:TION TYPE: Sinqle Family Dt4TE: 5-13-1997 ?F1TE OF PLANS: May 1, 1597 TITLE: Fekarek Residential Home G-Ui`7PLIANCE: PASSES :equired UA = 570 Ya-iur Hame = 557 Area nr Insul Sheath Glazing/Dc+or Ferimater R-Value ft-Value U-Value UA f_:EIi..ItJL3S 925 38.0 0.0 28 `EILINIGS: Raised Truss 317 1B.0 0.0 8 ILLS: Wood Frame, lb" O.C. 3204 21.0 2.0 156 _AZING:AWindows.or poors 512 0.350 179 OORS 40 0.350 14 SMT: 2.5' ht/2.0' bg/2.5' insul. 13 10.0 1 i.BMT: 8.0".:ht18.0'_hgf8.0' insul. 108 10.0 6 SLAB FLOORSd Unheated;v 0.0" insui. 131 0.0 138 SLAEi FLOORS: Unheated, 48.4" insul. 40 10.0 27 rQMPLIANrE STATEMENT:.:.Tha propased buildinq design represented in thesa dc,cuments is cortsistent wi#:h the builtiinq plans, specifications, anci other c:alculations submi!tted with the permit application. The praposed building h.a+s been designed:'co meet the requironents of the Minnesota Enerqy Code. :u:ilder /Designer Date r.J _'.li t,~ Certificate of House Location For: Wangen Construction 13946 Crocus street N.W. Aridover, M 55304 H9773 DELMAR H. SCH'WANZ UNp 9pRVEYC - S. INC. Mpl~w~E VnWr lrw eI iM 61MO 01 MlnnNOl* 11750 SOUTH ROBERT TRAIL ROSEMOUNT. MINNESOTA 65088 ~~%812/423-1789 I\\~ Address: 4346 Woodgate Iane ~ ae+°bq G SURVEYOR'S CgSTiFICnTE ae?~ Scale: 1 inch = 30 feet Proposed garage floor elev. 9 3 y, (o o L~3Y.93 L~`a~ q32'29 ~ j p _ ~~nwnent Proposed top of block elev. Proposed lowesL- level elev. Ecist i n g s p ot elev. 9~-5,93 G O~p OLO W 9 Z. O=~oposed elevation J,~{IP) Top M.H. 24 L. 26,27, B.2 E1.=936.10 rainage & ~ t~tility (1/ . Easements ~ ' Q9 3~ X~~92, 6 ? .9 ~ 0 C~ ~ g'8; 13 33 \ G ,c9f~•~ ~ q~!;,,~'i• , ,kI° yo0 60~ _ / ~ l/ ~ ~ ~ \L! Gi L f+ 2C' ~ i~ D ~4/ a a ~ w lu ~ q~ 9/~ Clll,~ Po~'qo0.~ kU Drainage & l Utilit Easemen1t v4 E g0,T„~1 ED T~•: • ...,9 : ~ o+~', ~ DELMAF H. = i SCHWANZ .i „ r - o - - - J ~Lot 34~BIOC~C (2,T~~P~ARK ~THIRU , 0....._....... p ADDITION, acoordin9 to the recrorded ~0j~nnnsu~'nt~im ~~oo~ 6r~ DATE 7 7 5'7 at thereof, oakota CoLmty. Minnesota. 1 hsroby certlfy thal tMS ou . ECTI {~~I ,the location of a proposed hous preParod Dy me or aeder I ~_~eT20n. 1na1 1 em a Auly Reqletsred Laed Surwyor under ~ , ths Isws ol lha StNS of Mlnnaapta. / fVr.~~ r ~1C~,1 + 06-23-97 ONmar M. ScMwmz ` D~tsG MInnMOts RpItInllpn No. 84125 Revised House Location 07-03-97 ~ ~7 ~ p~{< , 1.,, ' ~alJ Cto l/c JLI.L~ LOT SURVEY CHECKLIST FOR RESIDENTIAL . BUILDING PERMIT APPLICATION PROPERTY LEGAL: Z ~ DATE OF SURVEY: LATEST REVISION: ~ ~ m ~ DOCUMENT STANDARDS a ~z ml? ? • Registered Land Surveyor signature and company p~9 ? • Building Permit Applicant i~~,~. ? • LegaldescripGon ? • Address e/p ? • North arrow and scale e/p ? • House type (rembler, walkout, split w/o, split entry, lookout, etc.) ? o • Directional drainage arrows with slope/gradient % ? ? ? • Proposed/epsting sewer and water services & irnert elevation a-'o ? • Street name ? ? • Driveway ELEVATIONS 'stin ? ? ? • Sewer service (or Proposed) E~" ? ? • Properly comers cl~ o ? • Top of curb at the driveway ? ? ? • Elevations of any eristing adjacent homes Prooosed o-'o ? • Garage floor o' ? 11 • First floor O"~o ? • Lowestexposed elevation(walkoutAvindow) ? K' ? • Property corners CT, ? ? • Front and rear of home at the foundation PONDING AREA (if aovlicable) 3--0 ? • Easement line CI, ? ? • NWL Cr~ ? ? • HWL 0`11 ? • Pond # designation ? s' ? • Emergency Overflow Elevation DlMENSIONS El • Lot IinesBearings & dimensions ? ? 0 • Right-of-way and street width (to back of curb) 0-il ? • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, eYc. (i.e. aIl strudures requiring permanent footings) ? ? • Show all easements of record and any City utilities within those easements ? ? 0 • Setbacks of proposed structure and sideyard setback of adjacent exristing structures ? 0-'11 • Retaining wall requirements ' any Reviewed: ame / Date January7996 CRAIGIBB&9LDGVRMT FM t`L~; "~Y OF UTILITY _"A.i (0~!&. THIS -D;1i:.-13 -0~ wE, ' ~~UoOuSE§ 1, 0,,,, V s oaisi' e Ry. ~ B16'iEE S~10~`~. .Ilr j~ Z O / I 1~ , ry ~~3Wi vITE. a I.~u..=.~ ' ,\`1 2, a .e i o an o •%C ~,'9T,`~ ~ a w.o w za J ~ w / •JO J n 21 . _T iiEE l ,MMOa. ' i l ~ •Y p 2165 f 6"4v BB'O~ 2120 LEfi tl'.fiTCE 50'-6 y, r' -'1• n . 1v1 w~ io ~ ~il N = . ' fi'4vGBOV.~ E".E'iEE y.5-fi0ia -'6'ivt. 1_ W ' YEIEC~~.:? . -~1~ .390 ' 02 ~ OJ'=•; ~1 Y ' NX1 MN'21 ~.Y ~ Q ' 2100 1 CJ aC~ jl I 41 5..260 Z~ 'S E15'~H M,i' S C/ BEIOW r f ' 2'Y3 1 i1 Z Q ? O SEE - ?S - PPv li ' ia ~z.s 2 x Lcr. <o J , a SERVICES ~y. O ifl41~ ~ ~ O~~i ~ • BEL 15 f 3 EsSEUfNiy/' O~E - - ...-,2~00 SEwEa -•CISP Yt~ V rY W ~w O / W<iER 1'CONER ~ rY Mi rw I ~ l Y~1~ MW I Iw~ ~YY~ `ww. SEE 14N flIGri Y6 1~•MCYn. WOODDUCK CIRCLE CAiJVASBACK LANE WOODGATE LANE . xa 9a525 ~ 940 DESIGNOROFtLE yH.31 yJ9)' 940 H_i6 CONSTFUClIdlopplE ~ 93462 934lI MN.12 Y11.12 ~6U.1D YN 9J191 9]I,Ti 3~ - CVEA E.tSI 930 scwcn 930 920 9:_J II2~i ~ 9i0 I 510 ~ia 8° 09 a~ 0 1 2 O I 2 3 2 I p ~ et_PL UG B Q EC (A ~ ~ •1 _ V r ~ 6i ' I II • I _ 9 ~I Cv ' ~ i 1 ^ r ~ ~ -r y Vi9P4{ ' Z 9l~` 1 vp0 'Z e C _ n a. I ~ 2 0 - 1' i fi.' ~ rq ~ se[ N i I ! ,1 33 0 : 21 p.~ 26 ' 25 '?q. : I . -z. ~ iB i1y ! W :znoo'~n.ao'I s.r1 , we ~(fr . .,,yo / B ' . 4P. V ~ ! i ii = tJ SEE / \ ~ . 35 i5•_S _ O ^ 9~9J _24 1 ~ - ~ B' GU B BO" 3, T 36:`ni6~w~.1 ~ ayn - j' ' ~.?~P,~ Syue ~ iz~`•,i oll~ ~ . . ~ ~ _ .ul 6 VM.iS • . • b0'. FYUM m I on 3 rzo.i. °mr j- M~p./y.e•~`° . sEE y 4 i OI 1 1 \ ~ 9 . EwY'.• - . 8 B'00i , 9:Ir „ 3~~20"~ 39 Is•o0L ' Ce'.crcc • 1 i B~•• ~ e Ci'c~rr_ i I ';zoao,.,.~ . ' • , . I , '~z, i: ]C •'i~ e 9)! rpf.A'r ` B GJ :C~YN9 C . 5 - ••s'~6iEE~' t ` 9S ~ 10 6175 B' fi iEC B n~0 ~e•FI 5. f0 5 B0 CC >r9G h • 10f' O !Y. W 0:6'iEi e n10 CE B Hv0 ~nrr.,`~~.` WOODGATE LANE WOOGGATt LANE v» zo - 948) OE5I4v PNOfLLE MM~~q rCOMSiNUCiiOM GMOlILE 940 / ~e5s I y wms 9]601 MM-!] M'~6 9M10 f 940 4N-IB ' uM.l> 9:1]I 93382 934 21 I_ --ae- ~ uX-12 lC t 1 ~Ifi ~ 9]L]l uX.:i Ln.:O 930 rn e'v sn w's r ~ - _ ezase rzess' 930 6Y~ti II an I~16'x uv[~` ` . ~ t ~ O~VUZ S. (F !N ~ iN BZO iP ON !P ! h i+'F 4'p emLo u~ 920 li I__l I l I i i ' OvCF EYISt bO~BevC0~0~. i3'pTn3~6BIVUpITX SaqSEwEx .C]tY 3~~'E ovC0~0 . I 195 'p V:C-O3~ I 910 910 il ~ ~.v~ a ~a FREDRICKSON ~p1 $SS 22 21 20 i9 IB • 16 I5 14 13 12 11 iJ 9 8 7 6 5 4 3 2 I 0 ...L ri.f- EAGAN MINNESOTA Metuao ann imAooIrior+ ~p , SEWEN 8 waiEA IMVHOVENEniS 6_. . . _ _ _ rhh~ -nr LL`nIL ~.~9)! N~> . -'Crtiiva.~vEUESt PPUJECT n0 215 L:S ' . . . . T. . ~ G ~ - 2 x~'~ - - o-------------------_: ~ 36 r'„ ~ ,GF`,N DOES P~OS'(?';,r^.!`,;'_; . . ~ • T--11,CY OF U71UTY ' -'_:^.TIOfi!S. THIS DE:: I; <aMH.M~,~a -c AGE 3Z ; ; PUln?0~,'3 3< !T E~ ~ ; sLMG w.a„ . . . : 1 : L. ~ ~3 BEMD9 ~ \ \ ~ J CEMA.-,s EASEMENT-WOODDUCK CIRCLE t CBMM'll9 f,B~ . 93174 931.68 CBMX.1-6 ( 93i}}}3~~~] BNiG[EO VP 930 OPENING X - ~ \ ar-irxo.as 3s. ~ II • 7I'-R'XW-CL5'l33Y J ~ 2 LONG RAUIVS BENOS lI YN-IV 1 ` sn. ~ 920 ' 27 6-I2'qCPCI YJB 9A ~,1 i 2 LOXG flPDIJi BENDS ^S3 EMEH4I 'Z 15 120y IJ9'YS'RCy. IS'f E p ' Ib'-12'HbCI i.TO%J Cl ~ } OISSIPLIpq '118i ~ TflASX 910 ; WAxO 0 I_ ~0 1 o' z 1 o , V ~ 7+~ / ~ 50 Hhry~ ~q , , ye / v ac 55 L~I g 'r zo o miavcrvP"I 15 C q K ~ 56~~ m E\SEMFxtI y . . . • ~ 47 ; 1 OGE RD. \ F -mi l UI~ ca..iia a4 ~ I 36 ~ 1 ~W / CE405 IF \ 51 ` mu> - _ _ • 1 d W'i20 r 0'vEF En \C9 U Q I S I 1 q LflE I+I E4 CN ~ p 8 / ~ I ~ , CBYN.IIa SS 2 7 PERMONEML \ • • I~ ( \ `J 2)~4oFOHJ„~ Ea5E4EHi 9 1 5= J ~ 49 //CBE 6 I 1 • ;o~ : Ea~FNENT" / - - 54 y C$u:c[ e2'-21'nce ~ a z TEAL COVE NESTLING CIRCLE c ~ ASEM~NT ' ca-¢o M1lVr.w ~ CB4N.115 93567 ERCBMM ' I 9.~ 92Z11 ~93173 • • c8Unna cBem-iq 926 38 906 p] C^UN'112 ~ MOPoSEL q 917.67 EY C9MX 930 920 ~~Vrc1~_,-CUl IMTO PflOP ExlSi CBUn yq Ia5'-12'RC'l-CLS-1599% 16' 1 ~ 9$'b'NCV-0.3'265X ~ER WLL~ ~ ~ I • 1 ONG RMpUS 0EM04 920 f . 27'aP9px- 9T-21 qCO-CLJ-3G5% Wi.E B 910 BiRaSM II4 '.27'RCV{L3')65x TN15M I5-PGP4NeTNASNWIpflO~ ENEPGY IT2nA3X LMII Fxiscic' I I BCU Ea GV~NO . ~AP, 413 UMC I W°AD ..RJt~ED CU YDS.4RWiED p39nRp YwEn.. ~ I fliP RAV 9V'IYPC flIP X1P P05~'~YaCPr J ' !L S'02@i CL 5'034'F ~Ias'is'xcr- 'T 910 ; I CL3 o~ ~ I ~ I~ ~ 9~ ^l~ _ ,Jd ^ I 900I ~Iw ?~a ,w g- ~1v 9J :p ~ ~ ~ _ p O G I 2 ~ m . . . . ' . Z ~ 0 PlAN I 3901 'acr jr..aw i u;at. n: . EA6AN MINNESOTA waunAO raqK ya aoomoH 6 AvFIL 4, 13)G.. STORY SEMf.R I4VROVEYEXT ol CITT IMPPOV[MENT PPO.fCT qO.216 ~ ~k. ti" CITY OF EAGAN CASHIER: JS TERMINAL NO: 794 DATE: 09/28/00 TIME: 08:02:34 ID: NAME: ROBERT AND HEIDI PEKAREK 3210 9001 4346 WDGTE LN N 60.00 2155 9001 4346 WDGTE LN N 0.50 Total Receipt Amount: 60.50 CR137937 USER ID: JAN - 2000 BUILDINC PERMIT APPLICATION (RESIDENTIAL) cinr oF eacnN I 130I b 3830 PILOT KNOB RD - 55122 651-681-4675 36050 ~ - New Caruhucflon Reaulremenh Remodel/Reoalr Reaulremenh D 3 roplsteretl Yte wrveys showlnp sq. fL of bt, p. R. of M1ouse 2 coples of plan antl QJI rooletl areas (40X mmdmum bt coveraae allowetll 1 set of enerpy caiculaNOns lor healed adtlitlona ? 2 coples of plana (show beam d wlntlow sizea; poured fid. dealpn; etc.) 1 qfe wrvey lor axterbr adtliHons d dacks D 1 set of enerpy calculalions a J coples of hee preservatlon plan H lot Wattetl aRer 7/1/93 , DATE: q~~~/ C~O CONSTRUCTION CO5f: DESCRIPfION OF WORK: -?~>k K STREETADDRESS: 42)4-In A) W OnbbA-TF 2-A6F LOT: ~ZL_ BLOCK: ~ SUBD./P.I.D. 0: ~AU 4,aIl PAF2 K3:r-~> A.Lbl T7d/ 1 WaRL 60 i,Z-726 3 095' Name: rF-1<AR1G K Phone u: 1-40n1z ~a51- (o P~,~ 4247, pROpER7y lasf Flrat OWNER Sheet Address:4a-4'I19 AJ (000t!) 64-y- Z.A"l"if- Cly ~~14 4 m State: A4.V) Zip: . ~ Company: Y"~ E1?Phone C (area code) COtiTRACTOR ~ Sheel Address: License M Exp. Cly State: Zip: ARCHITECT/ EN6INEER Company: Name: Telephone !I: ( ) Sheet Address: Regkhaflon Cly State: zip: Sewer/water licensed plumber (N insGillina sewer/waterl: Phone I hereby aeknowledpe Mwf I have read this applicafion, stafe ttat 1he Infortnafion is cortect, and ayree to comply wHh ap apAAcable State ot Minneaoio Statutes cnd Cily ot Eapan Ordinanees. Siflnature of AppBcant: 5 - OFFICE USE ONLY Certificates of Survey Received _ Yes _ No Tree Preservation Plan Received _ Yes _ No _ Not Required ~ SEP 27 2000 `Ta.i!• OFFICE USE ONLY BUILDING PERMIT SUBTYPES r ? 01 Foundation ? 07 OS-plex ? 13 16-plex ? 21 Porch (3-sea.) ? 31 Exi. Aft - Muw ? 02 SF Dwelling O 08 06-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 03 01 of _ piex ? 09 07-plex W 18 Deck ? 23 PorCh (screened) ? 36 MuRi ? 04 02-plex ? 10 OS-plex ? 19 Lower Level ? 24 Storm Damage ? OS 03-plex ? 11 10-plex Plbg _Yor_N ? 25 Miscellaneous ? 06 04-piex ? 12 12-piex ? 20 Pooi O 30 Accessory Bldg. WORK TYPE ~ 31 New ? 36 Move Bldg. ? 43 Reroof 32 Addition O 37 Demolish (Bldg)' ? 44 Siding 0 33 Alteration ? 38 Demolish (Interior) ? 45 Fire Repair O 34 Repair O 42 Demolish (Foundation) ? 46 Windows/Doors • Give PCA handout to applicant for demolition permit GENERAL IN`rOi2PrIATIGN SAC Code 0 tl # of Stories sq. ft. Na. of Units ~ Length sq. ft. No. of Buildings Width Footprint sq. ft. Const. (Actual) S-.!/. Basement sq. ft. Census Code 6/2 y~ (Allowable) S w Main Ievei sq. it. MC/ES System ~T UBC Occupancy sq. ft. City Water Zoning sq. ft. Booster Pump PRV Fire Sprinklered MISCELLANEOUS INSPECTIONS . ? Stucco/Stone APPROVALS Planning Building oe Engineering Variance Permit Fee Valuation: $ Surcharge Plan Review License MC/ES SAC City SAC Water Conn. " Water Meter . Acct. Deposit S/W Permit S/W Surcharge Treatment PI. Park Ded. Trails Ded. Other Copies Total: SAC Units % SAC w- tTL CJURN FafZ bvz-cK QF.~R'[t'1 kr Fei2 fr449R.W~ IIKMl~~t wangen Consrsuction C~T~ 13946 Crocus street N.W. Ardover, P4V 55304 H9773 ~ . DELMAR H. SCHWANZ LANDlU,1VFYC - 0.1NC WOM1~W V~M~ Ltw W iM'A~oI MInnNA1 14750 SOU7H ROBERT TRAIL ROSEMOUNT, MINNESOTA 5606E?S12/4211769 I'~I 4ddress: 4346 Woodgate Iane q SURVEYOR'SC R1'IFICATE j~~Y q1b~ Scale: 1 inch = 30 fec ?roposed garage f loor elev. q3 `1. 6 0 G~~/ G~3y,93 ~i~~ CJ3'1•24~jo _ ~tn wood hu~brnmient ?roposed top of block elev. ?roposed lowest level elev. 93Z,~ A~3P _Ecisting spot elev. 9Y593 oO~ G 5 Op~ w R 2. (D = Proposed elevation D R ~11P) BM_ TaP rt.H. " \`T' Z24 L. 26.27, 13.2 To,.p ~13 E1.=936.10 9 e - ainage s ~ ility Easements w~' 9 aR 3D rrq=!~, s', / In :3. i S.~ ~$3 c~ i- I ; ~~1, v~ ~ \ • . ; L' . 6 • t G `6 r t ~3 1 J~~~ { rl~• / ~ ' ' 1. ~ ~ . ,.0 'N : i . ~ ~ ~ ~ ~ 3 % •,`,o \ 1.~1 • t. • Vn q c W ~E . .,3A N6',r19 i~~ ~ v, ' ~ ~ ? ~ ~ ~ n~rr . 1 1. ~ bN I Y)i Il 1 pl n L?1 i,1U ?U .7~' Drainage & Utility Easeri-nt 1 ~ .J~`TV14.~.5~~.'. DELfv!AR H scHVvar,z 51i,~• N Description: -8625- Lot 34, Block 2, MAI.I,Af2D P71RK THIRD ; P • ADbITION, aooording to the r. ecorded L~! J_.. R~ i fat thereof, L1a}cota CountY, Minresota. '~~~rt:r un:u,noo` . I Re~tby cer0ly Iha11h1s survsy, plan, or nport wu Al_SU 5}1CD.J111g l}iC location OF a proj.nsed house propvod by me oruntlsr rtry direcl su{xrvldor, and gLarFd t1iPLCh11. that Iam a AuI,, Reqitlsred LanA Survayof Under Ine Iaws ol IM Sttlts ot Mlrx»so7a. Ali`.: OG-23-97 DeImu H. $tAwm¢ 1 ONM MlnnHdia Rplstntlon No. EE25 Revised House Io:ation 07-03-97 l~ C',4LCt,~ ~-~~ts r~~Z 3.i-i ~ Czc, 4O Ib ~j R~ ~Z= ~,~2 12~ scr-t =33315E= l, Q-xJO~o ~'92 I~tv~ ~~Z iN 0 Q, 15 7 zs 47, b:~) .Q= q(O.IA a _(AjX" C4 a..z.Q_ -C3 4a.3 z.~ x a) a.=xi 9~ +a 3~ Z4 G = _ 3,33 L6 ~.3~C44) -C, 2 L3@,~) ~ ~ts~ Loa~ C~~v~-tuv~2 = W o..~- = 3,33 ~.3~ Z~ 2z.4~ 11~ ~(ess ~~na.,~l) ~~S 1 LO drD ~~Ti 2~ LFz~X~TI-1 R 1_ ~0 (kZ_ ~zl _ 3, 33 ~~2b~ ~ 3~ I bs ~ Z na~ Ls) ~ 9lt t3c~~z= 3v Z~ bs ~4 a:~ S) ~•z,= ~~~~c~~Z= 33 m 2- 304 , ~ CD~ m BEAM DIAGRAMS AND FORMULAS - BEAM DIAGRAI4m ° For various static loading conditions For various stat ~ W , for meaning ol sym6ols, see page 2- 293 for meaning al s• - v, o d ~ 24. BEAM OVERHANGIf1G ONE SUPPORT-UNIFORMLY 26, HEAM OVERHANGING ONi~ ' DISTRIBUTED LOAD LOAD AT END ~ ^ a. - vi . . . ghwar Ra °Vi ~-Va Ra ° Va t Va . . . . . . . _ 21 U+V~ M ma[.at Ha ya ~ wa . . . . . . . . . . . Mx betw( ~C Ri = Vs 27 (i+-a•) 4M.M.-tz- Va . . - . . . _ . _ . . (tj+a') M%I forov„., R+ R: Vt kp Vx belwaensupporL..- Ri-wx emax. 6etwex ) Vx, ~~forovlrhaap) (a-Mi) Amai. !or ov V lVz ~x helwe~ Mt atz B/• +2YU-a)1 y~ Axi ~for overh Ma (atRA) . . . . . - wa~ z 27. BPAM OVERHANGING ONE ; M m; {6stweenaupporta) 27 (fs-az_xl) D1STRfBUTED LOAD f mom~nt Ma Mr~ (foroverhanD) . • - • ° 2 (i-'~j)` t_ ~ Total EqWv. Unlfori LO r nx (hetw"n suPVOr4) . . Wa (1•-211x++10'2012+20=11 xi H e V . . . . ' . . . . ~ 24EIf . . . . . ~ nx, (torovsrhana> ~24E1(4a2f-13+6i3x2-4aai*}xt9) A ! , R V: ~ 2 M max.~atcsntar 25. BEAM OVERHANGING ONE SUPAORT-UNIFORMLY V M~ 6hear o DISTRIBUTED LOAD ON OVERHANG nma:. (atcen ~ ~ a, = v, • - - - • - • - • waa - 2~ e¦ . . . . . M~~~ ~ Ra - V1 + Vi . . . . . . . ° 2f (21 -F a) T Oioment dx, . . . ~ m V2 • • • - • • • • • . - ~ W' 28. BEAM OVERHANGING ONE S x = Vi, (loroverhanp) . . . . W(a_xj) LOAD AT AfJY POINT ! x~ W42 Total fquiv. Uniforr~ p. p M max.l at R:) . . . . - 2 fla - V, 1 man. wh-] \ , Carefree: Technical Data Page 1 of 5 ' • Q~~i9,z "9c~ v ~ - • . data Click here for Carefree Structural Lumber Technical Data Techniql DaW Carefree Building Products thii: ducument is al;c a•:ailabic fur oawnload in pd"' forirat.__ ._k DESCRIPTION Carefree Building Products plastic profiles consist of hi9h-densitY 61~ -.~~-xE,.;~;<;;. . polyethylene (HOPE), W -inhibited pigment systems, foaming compounds, _ and selected process additives. ; : The HDPE rew material utilized in Carefree Building Products is derived from post-consumer bottle waste such as milk and detergent bottles. This } material is cleaned in Carefree's decontamination process to a high purity ~ level, which removes conkaminants such as food residue, paper and ` adhesives. It is then compounded into a rigid board stock material with the resulting finished product containing over 90% recycled plastlc by weight. Because Carefree Building Products are made with a single, purified polymer, it is manufactured to exacting, reproducible specifiqtions. It has exceptional resistance to corrosive substances, oil and fuels, insects, fungus, salt spray, and other environmental stresses. It does not absorb moisture; therefore it will not rot, splinter or crack. Carefree producks are manufactured in many dimensionai lumber sizes, shapes, and colors. Planks, posts, rails, balusters, tongue and groove, groove and groove, and many specialty profiles are available. The product comes in many wood tones and popular colors wch as: Sand, Weathered Wood, G2y, Cedar and White. Carefree Building Products have excellent weathering resistance; however, as with other polyolefins, it is possible that tlie material will fade slightly over the service life of the product. The product requires no waterproofing, painting, staining, or similar maintenance when used in many exterior applications. BASIC USES Carefree products are used in many conventional wood lumber applications, and are often the product of choice for exterior applications where weathering resistance and low mainYenance are required. Used in both residential and municipal applications, Carefree Building Products are well suibed for decking, porch flooring, docks, piers, fumishings, fencing, and lawn and garden items. Carefree products are cost effective altematives for ground contact and animal contact, wet, and environmentally harsh conditlons. LIMITATIONS When utilizing Carefree products for decking or flooring, careful attention must be paid to joist spacing; joist spans will depend upon which Carefree deck board is installed. Please refer to Table i, Remmmended Jois, Sparing chart oP this daument for specific informadon. http://Nv%vw.carefree-products.com/techdata-content.htm] 8/13/00 Carefree: Technical Data Page 2 of 5 b~ p~J t~v~cL INSTALLATION Carefree Building Products can be fabricated and insWlled with the same tools used to work wood lumber. The product wili cut and drill very cleanly, as there is no grain to split or chip. It is not necessary to pre-drill the plastic lumber when fastening. Screws offer the best form of attachment, however naiis and staples may also be uUlized in some applications. MECHANICAL pROPERTIES Mechanica/ Properties Test Method Average Va/ue Density, Ibs/ cu. In. ASTM D6111 .024 -.027* Endwise Compressive Stress @ 3% Strain ASfM 6108 1740 p5i Modulus of Elastlci @ 1% Strain ASTM 6109 110,000 psi Flexural Stress @ 3% Strain AS7M 6109 2050 psi Screw Withdrawal, #10, 11/2" ASTM 6117 7461bs Dynamic Coef. Of Friction, Wet, Std Surface ASTM F1679 0.41 Dynamic Coef. Of Friction, Wet, Knurled Surface ASTM F1679 0.52 Water Absorption, 11 week ASTM D570 Less than 0.1% Coef. Thermal Expansion in/in/°F ASTM D6341 .000055 *Large cross sections may have a lower density When installing Carefree deck boards, conside2tion should be given to expansion and contraction, and gaps should be provided between the boards. For example an eight foot board of Carefrne products may expand or contract approximately V<" over a SO degree temperature change. To determine the effect of temperature change for a specific application, use the formula: .000055 X length of board in inches X degrees F of temperature change = inches of expansion or contraction in the length dimension. Gaps are necessary at the ends of the planks when butting end to end and at intersections with walis, posts, or other fixed elements. For 16' deck boards, allow 3i16" gap for every 200F difference in installation temperature and the highest anticipated ambient temperature during the year. Noticeable thermal expansion occurs lengthwise only. Note: In direct sunlight, darker colors absorb more heat, and may exaggerate expansfon and contraction. It is recommeaded that lighter cotors be used in these appiications. Carefree offers multiple deck board attachment options to aaommodate expansion and contraction concems in different climatic conditions and to address specific installation parameters. lhese options include: • Dirett screw attachment with feature strip options . Floating attachment with EC Clip options . Floating attachment with groove & groove boards For comprehensive instaliation details, see the Oesign Guide Far Residentia/ Decking WiM Carefrei Bui/d/ng Products. SIZE$ Carefree Building Producks are manufactured in continuous extrusions, and can be made to virtually any length. Popular nominal lumber sections are stocked in 12' and 16' lengths. Cross sections tnclude: http://www.carefree-products.com/techdata-content.html 8/13/00 Carefree: Technical Data Page 4 of 5 CS . Pedestrian bridges . Guardrails . Fence posts and pickets • House trim . Handyman projects Tabie 1 Recommended ]oist Spacing and Fastener Configurations For Carefree Deckin Deck Residential Use Commercial Use Industrial Use Recommended eoard 60 psf 100 psf 200 psf Fastening Member Uniform Load Uniform Load Uniform Load System 2x6 24 inches 24 inches 16 inches Direct Screw Direct Screw, 5/4, C Deck *16 inches 12 inches Not recommended EC Clip, Groove & Groove 1 x 6 12 inches Not recommended Not mcommended Direct Screw, Groove & Groove *12" spans if installing decking diagonally For Commercial applications where the system design calls for concentrated ioads, Carefree Structural Lumber should be wnsidered. Click here for details. Table 2 Allowable Desi n Values For Carefree Dedcin Property Z x 6 Decking 5/4, C-Deck Board (1 1/4" x 1 x 6 Decking Board Board 5 1/8") (3/4" x 5 Vx") (1 1/2" x 5 1/2" Secant Modulus of 142,907 @ 320F 146,443 @ 320F 130,384 @ 320F Elasticity 111,150 @ 70°F 113,900 @ 70°F 101,430 @ 70°F (@1% strein, si) 79,394 @ 120°F 81,357 @ 120°F 72,437 @ 120°F UlGmate Flexural Stress 2,010 average 2,260 average 2,007 average (@3% strain, 700F, psi) Allowable Flexural Stress 562.5* @ 32°F 562.5* @ 320F 562.5* @ 320F (Psi) 1,225** @ 70°F 1,225** @ 70°F 1,225** @ 70°F 875** @ 120°F 875** @ 120°F 875** @ 120°F Moment of Inertia 1.547 0.331 0.193 (in?) . * Based on a live load du2tion factor of 3 months Based on a live load duretion factor of 1 day http://%v%vw.carefree-products.com/techdata-content.html 8/13/00 . Carefree: Technical Data Page 5 of 5 Table 3 Minimum Screw Sizes For Fastenin S stems Fastening System Screw Type (Recommend all stainless steel) Direct Screw Down 2 x 6: #10, 21/2" flat head, minimum C Deck, 1 x 6: #8, 2 114" flat head, minimum ~ EC Clip #7, 1 7/8" large head into joist #6, 1112." large head into side of deck board Groove & Groove #7, 1 7/8" trim head screw, minimum Effertive: May 1, 1999 Su rsedes: All revious Carefree uidelines. Copyrlght ~O 1999 USPL L[d. http://www.carefree-products.com/techdata-content.html 8/13/00 , Carefree: Technical Data Page 3 of 5 1hx21/2 trim ~ 2X2 4 ~ 1X6 t`^"' ~2X4--~ 4x6 1X6 z2X6- 6x6 , 4 x ~ WARRANTY Carefree Building Products come with a 50 year limited warranty. The product is warranted not to rot, split, crack, or splinter during this period. The material will be replaced if the product does not perform as stated. See Carefree Building Products for specific limited warranty mve2ge. MAINTENANCE Carefree Building Products are unaffected by most corrosive substances, and will not absorb moisture. To maintain the original finish, clean tfie lumber with saap and water. No seaiing or painting is required; as a general rule, paint wilf not adhere to Carefree Building Products. G2ffiG can be cleaned from the plastic lumber with the use of a mnventional all-purpose cleaner or petroleum based cieaner. If the skin or surface layer of plastic lumber becomes marred or blemished, it is possible to sand off the top skin. The surface can aiso be buffed to eliminate abrasions. ADDITIONAL INFORMATION Carefree Building Products are impervious to paint and most adhesives; therefore these materiais are not recommended for use with the product. Carefree products have been tested by Underwribers Laboratories and meet Flammability Standards established by the ASTM and accepted by the American Fire Marshalls. The product has a melt temperature of approximately 270°F and a flash point of approximately 6201F. It has a higher Hashpoint that wood, and it must be exposed to a severe combustion source for a longer period tlwn wood to ignite the product. But like wood, when exposed to a combustlon source for a long enough period, it will bum. Should a flame occur, extinguishing media should be dry chemical, foam, orbon dioxide, or water sprdy; water should be applied from a fogging noule. Carefree products have been tested under repeated Hygrothermal conditions (freezing, thawing and wet conditions) as esmblished by the ASTM and are proven to maintain their mechanipi properties. TECHNICAL SERVICES Technical inquires should be directed to the Carefree Building Products web page at . APPLICATlONS INCLUDE . Decking • Porch Flooring • Outdoor fumiture . Lawn and garden products . Landscape timbers • eoardwalks • Docks and piers http://www.carefree-products.com/techdata_content.html 8/13/00 / L J~ gL oc~j. CITY USE ONLY RECEIPT lP 6 / SUBD. ~ 1 R~C~" SX/'L RECEIPT DATE: 9"~ 1998 PLUNBING PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT IINOB RD EAGAN, tM7 55122 (612) 681-6675 Please complete for: ? single family dwellings . ? townhomes and condos when permits are required for each unit ? backflow preventer for underground sprinkler system - FIXTURES EACH # TOTAL Shower 3.00 x = Water Closet 3.00 x = Bath Tub 3.00 x = Lavatory 3.00 x = Kitchen Sink 3.00 x = Laundry Tray 3.00 x = Hot Tub/Spa 3.00 x = Water Heater 3.00 x = Floor Drain 3.00 x = Gas Piping Outlet ' minimum - 1 3.00 x = Rough Openings 1.50 x = Water Softener ' for dwellings under construction 5.00 x = Water Softener ` for existing dwelling 20.00 X = U.G. Sprlflklef ' for dwelling under wnst 3.00 U.G. Sprinkler ' tor existing dwelling 20.00 = Alterations ' to existing residence 20.00 = Water Turn Around 20.00 = Private Disposal System ' MPC rc. 75.00 = (new and returbished systems) Private Disposal Systems ` Abandonment 20.00 = RPZ (new instaliation only) 20.00 = STATE SURCHARGE 50 So TOTAL ~ -I hereby acknowledge that I have read this application, stata that the information is mrted, and agree to comply with all applicable Ciry of Eagan ordinances. It is the applicant's responsibility to notiy the property owner that the City of Eagan assumes no liability for any damages caused by the City during its nortnal operational and maintenance adivities to the facilities construded under this pertnit within City property/right-of-way/easement. SITEADDRESS: 413`{V N• it1447d'j2fC 35112 OWNER NAME: ~l~IJGrf/NeicL~1~CKCl.+^eK INSTALLER NAME: ~D~J~.s^~ ~CKa/YCK TELEPHONE#: &SI -~OS3"yay~ STREETADDRESS: 43 L/ 6 lv - wefldl d,~ LA ciTV: q& 9Q.vr n~ STATE: 11'IAJ ziP: 55~~2 u SIGNATURE OF PERMITTEE CD/PERMIT FORMS/RPLBG PERMIT (RES)"98 ' ? CITY USE ONLY LOT BL ~i RECEiPT 50 O`P 7 SUB RECE[PT DATE: 9// 1997 MECHANICAL PERMIT (RESIDENTIAL) CTfY OF EAGAN 3830 PILOT KNOB RD EAGAN MN 55122 Date• 7 (612) 681-4675 Complete this section onlv if vou are instailin¢ HVAC in sinele familv, townhome, or condos that are under construction and are not owner /occupied. • HVAC: 0-100 M B T U $ ADDITIONAL 50 M BTU 6.00 • Gas ouUeu ( minimum of one required @$3.00 ea.) • State Surchazge: .50 • TOTAL: 4C5_5 Complete this section ooly if pou are remodeline, adding to, or repairing eaistina sinele familv dwellines, townhomes, or condos. _ Add-on fumace _ Add on air conditioning _ Add-on air exchanger, i.e. Vanee system, etc. _ Other Minimum fee applies to all remodel or add-ons of existing residences $ 20.00 State Surcharee .'0 ~ Total: $ 20.50 sITE nDDxESS: 1,1iv. OWNERNAME: 2„4 ro.CLS14 PHONE RJSTALLER NAME: PHONE `Rr~a ~xv STREET ADDRESS: in IPWSW^ FM 5man CI7'Y: S7'AT'E: ZIP: SIG OF PERMI E CITY USE ONLY L _ BL _ RECEIPTil: SUBD. RECEIPT DATE: 1997 MECHANICAL PERMIT (COMMERCIAL) CfTY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 . (812) 681-4675 Please complete for. . all commerciaUndustrial buildings. . multi-family buildings when separate permits are = required fur each dwelling unit. DATE: 9/G 7 CONTRACT PRICE: WORK TYPE: ~ NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: FEES: - $25.00 minimum fee q[ 1% of conVact price, whichever is greater. • Processed piping - $25.00 • State surcharge of $.50 per $1,000 of cermit fee due on all pertnits. CONTRACT PRICE x 1 % PROCESSED PIPING STATE SURCHARGE TOTAL SITE ADDRESS: OWNER NAME: TELEPHONE TENANT NAME: (IMPROVEMENTS ONL1) INSTALLER: ADDRESS: CITY: STATE: ZIp: PHONE ~KI "no~~ SIGNATURE: SIGNATURE OF PERMITTEE CITY INSPECTOR CITY USE ONLY L BL RECEIPT1t: CYlLQ ~ I SUBD"TY RECEIPT DATE: ~ 1997 PLUMBING PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 6814675 Please complete for: . single family dwellings . townhomes and condos when permits are required for each unit . backflow preventer for underground sprinkler system FIXTURES F•ACH N-9- TOTAL Shower 3.00 x 3 Water Closet . 3.00 x 3 Bath Tub 3.00 x a Lavatory 3.00 x Kitchen Sink 3.00 x = 3 Laundry Trey 3.00 x 2 Hot TublSpa 3.00 x = Water Heater 3.00 x 7- Floor Drain 3.00 x 7- Gas Piping Outlet ' minimum - t 3.00 x ~3 5'C1 Rough Openings 1.50 x = 1_ Water Softener ' for dwellings underconsWdion 5.00 x = Water Softener ' for existing dwelling 20.00 x = U.G. Spfinklef ' for dwetling under const. 3.00 = U.G.Sprinkler `forexiatingdwalling 20.00 = AlterBtions ' to existing residence 20.00 = Water Turn Around 20.00 = Private Disposal System ' Dak Cry lic. 65.00 = (new and refurbished systems) Private Disposal Systems'neandonmant 20.00 STATE SURCHARGE .50 TOTAL S C) U 0 I hereby acknowiedge that I have read Mis apDliption, stete thet the iMormation is correct, end egree to eompty with ell applicable City of Eagan ordinances. tt is the applipnPS responsibility to notify the property owner Nat the City of Eagan essumes no liabiliry for any damages cauged by-the Cily during ils nortnal operatlonal end maintenance activNes to the fadlities consWCted underthis permk wi[hin Ciry propertylright-of-way/easemenl. SITE ADDRESS: •A) L OWNER NAME: ~ ° ^ ° d ^ C o } • INSTALLER NAME: TELEPHONE STREET ADDRESS: 9601dQherson Trail W. -"NU- CI1Y: (612) 681-8252 ST TE: ZIP: ~c.i ~ SIGNATURE OF PERMITTEE OFFICE USE ONLY Use BLUE or BLACK Ink ' for Office Use I I ~ I V` City of ~.i ntap I Permit Q I c~ City of j~ ~ I 3830 Pilot Knob Road Permit Fee Eagan MN 55122 ' Phone: (651) 675-5675 I Date Received: Ja5l L3 l t Fax: (651) 675-5694 Staff:C6 _ J 2413 MECHANICAL PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: ~ j. Site Address: Tenant: r' Suite Resident/Owner Name - 1' = Phone i Address lip ,n ...Pe f Name: License a r j , Address:l city: .n Lf Contractor State: Zip Phone: Contact: Email: New i~. Replacement -Additional Alteration Demolition j Type of Work Description of work: NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. RESIDENTIAL COMMERCIAL y- Furnace New Construction Interior Improvement Permit Type - Air Conditioner Install Piping _ Processed Air Exchanger Gas Exterior HVAC Unit Heat Pump Under i Above ground Tank Install Remove) Other RESIDENTIAL FEES: $60.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge) 1 $100.00 Fire repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) TOTAL-FEE COMMERCIAL FEES: $75.00 Underground tank installationiremoval (includes $5.00 State Surcharge) OR Contract Value $ X1% $60.00 Minimum (includes State Surcharge) Permit Fee `If the project valuation is over $1 million, please call for Surcharge 5.00 Sur charge* TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at (659) 454-0802 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. } X'flt'i ,r1,. ')v X, App icant' Printed Name -Applicant's -5ignature FOR OFFICE USE Required Inspections: Reviewed By: Date: Underground Rough In Air Test Gas Service Test In-floor Heat Final HVAC Screening SEDGWICK HEATING & AIR CONDITIONING CO 1408 NORTHLAND DRIVE, SUITE 310 • MENDOTA HEIGHTS, MN 55120 • (952) 881-9000 ADDRESS gi* 3 44 tipt&f�`ocXc� -e Lasso OCCUPANT .R0 l�c� 7' re- j SOLD BY L MAKE LC%.)hc-x v`,�?f& 6S$7 SERIAL NO THERMOSTAT ._t__ cel I%4r I VALVE 'vv Lai l LIMIT S y lo, LIMIT SETTING FAN SETTING�� PILOT TYPE a IGNITION MODEL PILOT TIMING set • PRESSURE 17. PERCENT CO2 INPUT CFH PERCENT 02 STACK TEMP. : r� ( PERCENT CO FORM 235 (REV. 10/10)�/I CITY HEATING TEST RECORD JOB NO "106 c190 J OWNER INSTALLED BY 5Lfi 3 Ur+QRoxV3(eC MODEL INPUT VENT SIZE TYPE OF LINER LINER SIZE FILTERS: SIZE WIRING TEST TAG LIGHTING INST. DATE TESTED 4221 u COMPANY TESTING NAME OF TESTER Nin /74 /ns /rT NUMBER a --Pc C) i FORM DISTRIBtS WHI1 E COPY - JOB FILE YELLOW COPY - CITY 111,1/ City of Eatall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651)675-5694 Use BLUE or BLACK Ink For Office Use Permit #: Permit Fee: Date Received: Staff: 2013 RESIDENTIAL PLUMBING PERM� IT APPLICATION Date: J2 - 19-13 Site Address: q21 -/‘.1A -A 4/0,19'' Tenant: Suite #: Resident/Owner Contractor Name: Phone: Address / City / Zip: Name: ,Cb F.!� �/�✓►G�� L License #: a:7913 93 /' /? Address: l tt- l S G C,/J �j�' City: k `) S State: M4/7 Zip: 5-033 Phone: i71 -?4✓ —‘ 4P' Email: <'eke 0//)-74/`'ail Contact --c//-( Type of Work Permit Type New Replacement _ Repair _ Rebuild (Modify Space _Work in R.O.W. Description of work: LG Asii ear-- of r,.r.11 S� REST ENTIAL Water Heater Lawn Irrigation ( RPZ / _ PVB) Septic System New Abandonment Water Softener /Add Plumbing Fixtures (__ Main / Lower Level) Water Turnaround RESIDENTIAL FEES: $60.00 Water Heater, Water Softener, or Water Heater and Softener (includes $5.00 State Surcharge) $60.00 Lawn Irrigation (includes $5.00 minimum State Surcharge) . $60.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes $5.00 State Surcharge) *Water Turnaround (add $200.00 if a 518" meter is required) $115.00 Septic System New ($10.00 per as built) includes County fee and $5.00 State Surcharge) TOTAL FEES $ EE 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 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 10 start without a permit; that the work will be in accordance with the approved plafria tt case of work which requires a review and approval of plans. x /Cs/C./.1/. S' /rgii/ Applicant's nature Applicant's Printed e FOR OFFICE USE Required Inspections: Meter Related Items: Under Ground Meter Size Reviewed By: Date: Rough -In Air Test Gas Test Final Radio Read Staff_ L*d 96t7LL£b L99 0116ulgwnld uegeis PERMIT City of Eagan Permit Type:Building Permit Number:EA119842 Date Issued:12/23/2013 Permit Category:ePermit Site Address: 4346 Woodgate Lane N Lot:34 Block: 2 Addition: Mallard Park 3rd PID:10-47252-02-340 Use: Description: Sub Type:Fireplace Work Type:Gas Insert Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to concealing. Carbon monoxide detectors are required by law in ALL single family homes . Fee Summary:BL - Base Fee $3K $88.50 0801.4085 Surcharge - Based on Valuation $3K $1.50 9001.2195 $90.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Robert J Pekarek 4346 Woodgate Lane N Eagan MN 55122 Hearth And Home Technologies 2700 N. Fairview Ave Roseville MN 55113 (651) 638-3309 Applicant/Permitee: Signature Issued By: Signature . * . i � ,.` � I ;� �p Bunkers & Associates LLC �� structural engineers ' 6687 Forest Street ', Farmington, MN 55Q24 I 651.36b.2853 � Date: October 8, 2014 I!� To: College City Design/Build, Inc. I�' 7910 Lakeville Bivd. Lakeville, MN 55044 Attn: Chris Menning � ,I From: Eric Bunkers j Project: Peckareck Residence ' 4346 North Woodgate Ln. Eagan, MN Proj. No: 14291 Subject: Proposed Dormer Connections Dear Chris: As requested, we designed new structural members for the above referenced project. We have designed the new members using a roof dead load of 15 psf and a roof snow load of 35 psf in accordance with the Minnesota State Building Code. Our work only includes designing the new members as shown at the above reference project and is based on drawings provided by you and from our conversations. Attached are 2 framing sheets with annotated framing notes showing the new r�embers and connections. All framing shall be shored and temporarily braced as required by the contractor and all minimum nailing shall be in accordance with IRC Table R602.3(1). Lumber shall be minimum #2 SPF. Our calculations assume all lumber is of good quality and does not have large splits and checks and shall be visually inspected by the contractor at the time of construction. The existing footings/foundations and framing below have been assumed to be typical while performing adequately. When installed as indicated above,the new framing members shown on the attached sheets shall support the loads as required in accordance with the Minnesota State Building Code. If you have any questions or concerns, please feel free to contact us. Sincerely, Bunkers and Associates, LLC ��_�� Eric M. Bunkers, P.E. MN Reg.Num.26490 I hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. �� Eric M.Bunkers Date:October 8.2014 Reg.No.26490 � [ � � � �, � � " N�_O "-1 � 1(� `� � � m T �, W � i..... � } � � ` � Q � N� P �C � � 7 �� N T � v � � � P� V �`� �� P� 0 C �^ �` � � 4 1 � n j � � � °' N ° � t�` '� 'pa' � '� ^-{ D w Z�+ � D �--= z.. 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L � . . � . r _.. .._ ...� �� ._ .._�.,. . . . � > " " � • , ' � _ . � f - � � � � � ...�_..._....... _ � . . .� � . 5 � \.n `�``�-��`'�'+�.�,�; _ — � � s �� Z . � � - � � k _ _.. . � _ ._, , . � � I � • � � � �, � , , �� N01� 0 7 2�1� � � � Sent from my iPhone Begin forwarded message: From: Gary Alleman <�ary.alleman@littfintruss.com> Date: November 6, 2014 at 8:29:09 PM CST To: Steve Johnson <siohnson abc-cic.com> Subject: RE:4346 N Woodgate Lane The attachment method as designed by the structural engineer, should be followed as specified by Bunkers&Associates LLC. Gary Alleman Littfin Truss From:Steve Johnson [mailto:siohnson@abc-cic.com] Sent:Thursday, November 06, 2014 2:51 PM To: Gary Alleman Subject: FW:4346 N Woodgate Lane �Y � Use BLUE or BLACK Ink ^----------------- � For Office Use � � j Permit#: 4��"" j Clt� Of��Il � Permit Fee: ��y� � 3830 Pilot Knob Road I l Eagan MN 55122 � Date Received: j Phone:(651)675-5675 I I Fax:(651)675-5694 I Staff: I �----------------� �i� 2014 RESIDENTIAL BUILDING PERMIT APPLICATION �� \ � Date: � �1��( Site�Address: � r-1 � CrJ Unit#: �� Name:-1��'1-,,��,,�,��ot , (�l.�c�Mz,.� Phone: �Z;'�Stt:��t1'�L , Address/Cit /Zi : r�C cx QWtt�C Y p �C ( w P °� 4�� <;` , . � �' ` :; Applicant is: Owner Contractor ` � Description of work: l�e ��,c� H" Y�'I�c.c�� g,��i�e.ra�°�� 5 � � Type af�ltl�rrk=, , �- .io- . Construction Cost: �" O C� Multi-Family Building:(Yes /No JY ) Company:�(l¢..�..C, e�°�-y� �SC��:lc�l Contact: (J�<=L � ' � _ ` Address: ''j�1 f�� C-o.,�:...:ct., r3lvd City: (�, �a�yJ l�L :GC3t��t'��Ot",,:`". ��,,�� State:�F'1Zip:�S�`Cy Phone: QS3��-LCQ`7-!o`�ni ail:��+srr _ ea��_t.��.� ola_�.�b� ld .r� ' License#: �-��3�'7l3 Lead Certificate#: /`�/�--1 ` 3°a a 7' ( If the project is exempt from le�ad certification, please explain why: (see Page 3 for additional information) �� COMPL'�TE 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:Pfans and su art��Y�tlocum�r�ts#E�a€yau�rrbmrf are coErs�d�rec'�ta�i�puhlt�r�fQrm��rarrF ��r`�ar�s��'�`; 'the r►tfa�rmatran tnay be el�ifreaf as rto��t��ub/re�f�rau pro�r�aC�,��j��c�t�'��`�e��sqrr�#�iat rn+'�ufat p��`r��#��e��rfy tc��` �� x, �_ �ortclutle tEra tMe ;"a�e��,�„��e�ecr'ets �• �*�_ _ ` ��. 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.aoqherstateonecall.ora 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 Minnes State Building Code must be completed within 180 ' days of permit issuance. � x �S �Q.v�✓` . X � � ApplicanYs Printed Name Ap canYs Signature Page 1 of 3 Y' �. �f 3�Cv C�� -� �-t-� f�J ; DO NOT WRITE BELO�THIS LINE `�� SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Aiteration(Single Family) � Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) _ Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _ Misceilaneous _ 01 of_Plex _ Lower Level _ 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 *Demolition of entire building—give PCA handout to applicant i DESCRIPTION �� I' Valuation .�� Occupancy Z'�G�/ MCES System "" Plan Review � Code Edition oq� SAC Units — (25%_100% V ) Zoning R�^( City Water ` Census Code H3Y Stories � --� Booster Pump — #of Units 1 Square Feet �J, PRV ! #of Buildings � Length ��t�� Fire Sprinklers "' Type of Construction � Width 9�"�r�` REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings (Addition) � Final/No C.O. Required Foundation HVAC Gas Service Test Gas Line Air Test � Roof: �Ice&Water ;�Final Pool:_Footings _Air/Gas Tests _Final � 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 Erosion Control Braced Walls Other: Reviewed By: , Building Inspector RESIDENTIAL FEES t 3aq �r� Base Fee Surcharge Plan Review ��'� MCES SAC City SAC Utility Connection Charge S&W Permit 8�Surcharge Treatment Plant Copies TOTAL Page 2 of 3 �3�co 1,�� fi� c-�� / �I �,�� C�� a� b�c�c #��iR��-� �� #�t��.�.. �{,�t��+rr i Wanqen Canst�.suction �� .�� 13946 Crocus street N.W. Andover, MN 55304 H9773 ��'.�(o C� �. . DELMAR H. &GNWANZ ��r+0 stns►�Ert•�,iHC � Rp1Hrr�d ynp�r Ltwt d TM 91sM d MSnn��Ol� � 1�T50 SOUTFI R08EHi TAAIL ROSfIrtOUN7,l�4iNNESOTA 5Ea68 ts�l472/l2�17d9 f ''�I Address: 4396 Wc�ocigate Iane ' ,��► ?raposed garage floor elev. 93�j,�O SURVEYOi�'S C IiTIFEGAT� ��r� Scale: 1 inch = 30 fee ta� 1.29 ' • = Iran pipe manufnent ?roposed top oF block elev. G�� L� �� o = Set w�od hub �roposed law�est level elev. .,��i ��Z 93Z�!' ,��j� = �isting spot elev. _ 9�-5,9 3 _, Qp (�, �D� 9 2. Q = Prapose3 elevation � ° � A� � a N �11�) �= TOp r�.f�. r,`�{�` ' 3 ` r � \ To�3224 �i 26�27� B.2 �r / ��19� � , \ r . _ . . 936.10 � 4��9 - ainage 5 L', ,. � ,,� ,� � i.lity �yyi � J� i 1 ' �,t � F�S2[[IeR�S � , �,�'i I�f , � ,j I,'' � � � �P �� , .G x p �i yr q;��, � �, s� �,� �� '_ I g.�� iV/. 3 � ,� �,, � _ � � �� W� � a v � �A, �� ,,` �� f p�� c�, � � � �� t �_ �, � •� ., � ."33� ` � �> �n �_ -'" ,,,'E,' :� -�• i:l � ' `" � � ' , . � '�, _- �;, qZ r �,, a-� � � � •; r� �J. . � (t, , ,...� �c� . �?� .' r�; J`�}'� • • ,� t. , tj . 6,r� �'`� Z,v?�ja ,��1�' � � ,``. � ` ' : < ' ' �� ` � ' � � � ��'��F�� " ' � � �+ � . �� , 6'�:`,� � \ �a� � � � � �` "' , • �l� � � cr z �. :I •� �`; �`� �� , ' J� 3� � ',`ti� .'�,, �.��• �yt�t . '� ��,.-1 � d� ��,.p�� .� '�,\ t :,,.� ,� ' d� �t• - i'.' E- r4� ,� /'3 ��y`�� ,� � � �- .�� c�v �y� �i y !� 4�.Q `0r,"I � Z�� .`1 1 u; '+) K V� ` i9.� ., 3 � ��- �, � ��.3� � , � --'1 - �. �,,---- � � r �-�' ` ��./ ' � y3�� t � � t ! '�? f� f �- �. � v, ' � � � . �� j ., �L,r� , / � ?--� l?� �T�:v�Y��u,� 1 .� �,1�' � � ii1�;%/� Ju��n��.� t� .J ,�,�... ` � j � ��iL ..�€�l(,� , �� -��L�� :F.��A�r�, �° Drainage & �,��}� � Util ity Easement � l.��., ��«:�,.��:;�`..�; �I��i�� '. . ;`\`�.�`y;�r�� :•�':p� , �.i � �1 ' � • cS�. •1`.� %. �i '�' y��• �p � � �`*' D�Lfv!r\; �s>�� l /� / `T" . o r�$ � • SCM��.��1z �?.F1'��,�!tRy� �: '��i?�. IVI�ION � � I�escription• .<�'•. r'�u2� -- �;�� . . I�ot 34, Block 2, MALT,�IRD P11RK THIRD %.��(i•. ::�4�� , • . ADbITION► �000rding to th� recc�rded f''�� 3�lQ��•�`" • p1�at thereof, Dafcota County, Minrx?.sata. qjJ;l.:ir;,.,tu�.�ri�� . I hereby certlly l�at thh wrvs�,p�an,or repa�l vra� �11_SU S�1CAti1Ti+� t�lE' 1C1Ccl�loii OF a prd�.�ased ho�.ise propirod by m�orunder my direct�uyervl�lor.�nd g�,�rE'd �31�1E�J1. ;�� / �' thAt I ■m ■dul�Reqistsrod LRnd 5urv�yot u�der ;• :,•� • the Isw�ol !M St�t�o!Mln��tp�ta. ��/j'l`:1�r '.�� ,?��' �`�- r 'f� , ••,"f l Oatrd Ofi-23-97 D�Im�r N.Sehwtna .,1 Ivllnnl�olt Rpt�tntlon Mo. EC25 RPVised House Irh;ation Q7--03-97 l_,-/1 . � � �p Bunkers & Associc�tes LLC a structura engiineers 6687 Forest Street Farmington, MN 55��24 651.36b.2853 Date: April 16, 2015 To: College City Design/Build, Inc. 7910 Lakeville Bivd. Lakeville, MN 55044 Attn: Chris Menning From: Eric Bunkers Project: Residence 4346 N.Woodgate Ln. Eagan, MN Proj. No: 15091 Subject: Entry Tall Wall Framing Dear Chris: As requested,we analyzed existing structural members for the above referenced project. We have analyzed the members using a roof dead load of 15 psf, a roof snow load of 35 psf, and a 90 mph nominal wind design load in accordance with the Minnesota State Building Code. Our worH;only includes analyzing the entry tall wall framing and is based on drawings provided by you, our site visit, �and from our conversations. Each horizontal window top and sill plate shall have 3—10d nails each end to the trimmer studs. The south trimmer studs shall be nailed to the existing king studs with 10d nails 12"oc. The tall wall studs are adequate as installed. All framing shall be shored and temporarily bra,ced as required by the contractor and all minimum nailing shall be in accordance with IRC Table R602.3(1). Existing lumber is assumed to be#2 SPF, which was common at the time the house was constructed. Visually,the headers and studs appear to be in good condition. When installed as indicated above, the entry framing members shall support the loads as required in accordance with the Minnesota State Building Code. If you have any questions or concerns, please feel free to contact us. Sincerely, Bunkers and Associates, LLC � Eric M. Bunkers, P.E. MN Reg.Num.26490 I hereby certify��hat this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. ��-�_ Eric M.Bunker�, Date:April 16.2015 Reg.No.26490 PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA172945 Date Issued:10/22/2021 Permit Category:ePermit Site Address: 4346 Woodgate Lane N Lot:34 Block: 2 Addition: Mallard Park 3rd PID:10-47252-02-340 Use: Description: Sub Type:Residential Work Type:Replace Description:Standard Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Robert J & Heidi J Pekarek 4346 Woodgate Ln N Eagan MN 55122 (320) 251-2505 Bettin, Inc 3208 1st Street South Waite Park MN 56387 (320) 251-2505 Applicant/Permitee: Signature Issued By: Signature