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1461 Wellington Way 6p -114a5G 614-1 .Nt - 2006 RESIDENTIAL BUILDING rExMnT aPrLicaTioN R, -14aUo . 90, 50 City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 5W 7L4aua Q.,1,, 1 f 19 36 NewConsWGionReauirementr RemodeVReoalrReouimments I~K OffeeUseONV ~ 3 regislered sHe surveys shmving sq. (L of lot sq. fL of house; and aA roofed areas 2 copies of plan showng fooGn9s, beams,johis Cert of Survey Recd ?Y N--' (20%maximumlotcoverageallowed) ~ Dp„t 0, 6r(2. BT~ 1 setotEnergyCalculaUonsforheetedaddidons TreePresPlanRecd _Y ?N ? Z copies of plan slrovmig beam & window s¢es, poured found design, etc. 1 sNe survey for edd'dions 8 decks Tree P25 Requi`ed _Y _-~k 1 sel o( Energy Calculalions pdd'dion • iridkeM ton-sHe sep6c syslem On-sile SepUc System _ Y_ N ? 3 copies of T2e Preservatlon Plan'rf lot pla@ed afler 711193 J Rim Joist Defa Options selection sheet (6uddings with 3 w less unrts) - Minnegaaco mechanical ventilation form Date ~ I` z / O~9 Construction Cost~2~1i~3~ Site Address ~y(rC/ I~JQ~(,~ty ~zssr .ljt~~~ UniUSte # k Lo~~' ~ Description of Work (Al'I/Int,~r~ /V(?Lc~ ~~/6kvLj Multi-Family Bldg _ Y Z N Fireplace(s) _ 0 Property Owner ::z:~Itl 131-o S- lnG _ ~elephone # ((p5~) ?la S -~~o p / u,Y * Contractor o l 3r65 . nG. Address ~ZZ Z& A4a ~F~'~tA6n 1il~ Cfty "'Z7~ S c. vt State M/U Zip Telephone#((L~j) ~¢S-OCeOI COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 : Energy Code Category . Residential Ventilation Category 1 Worksheet • New Energy Code Wofksheet (~submissiontype) Submllled --Submiqed . • Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permil for a similar pian based on a master plan? _ Y ~ N If yes, date and address of master plan: Licensed Plumber / 2/1,ffdvA ~ll.~-irk_b~?~t Telephone #(7k Y_& /o/Do Mechanicai Contractor /C.a,,.~ We{Z Telephone fl(v/4 YZS' 6P8&7 Sewer/WaterContractor bSIN(_. Telephone#(/ySA //Z 1.5 SS- I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to startwithout a permit; that the work will be in accordance with the approved plan in the case of work wluch requires a review and approval of plans. ptS, pYcant'sPrintedName Appli t Signature ~ DO NOT WRITE BELOW THIS LINE Sub Tvpes ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg X 02 SF Dweiling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 EM. Alt- Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. ? OS 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work T es jiy 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation 0 45 Fire Repair ? 33 Alteration ? 37 Demolish Building" ? 43 Reroof ? 46 Windows/Doors ? 34 ReplaCement •Demolition (Entire Bldg) - Give PCA handout to applicant D¢SCriDti0I1: WaterDamage_Yes Valuation Occupancy /2-3 MCES System "nV Plan Review , ' 100% or _ 25% Census Code Zoning p p City Water SAC Units 0/ Stories ~Z__ Booster Pump # of Units 4/ Sq. Ft. o~~ PRV # of Bldgs Length e) ~ Fire Sprinklered Type of Const J43_ W idth REQUIREDINSPECTIONS ~ Footings(new bldg) Sheetrock _ Footings (deck) FinallC.O. , Footings (addition) _ FinallNo C.O. ~ Foundation _ HVAC Drain Tile Other Roof ~ Ice & Water ~ Final _ Pool Ftgs Au/Gas Tests Final ~ Framing _ Siding _ Stucco Lath ~ Stone Lath _Brick ~ Fireplace X- R.I. _-J-Air Test 'y Final _ Windows t7 Insulation _ Retaining Wall Approved By: , Building Inspector ease Fee ---A l~J'~D (/y/-v? ~~,3,vtY Io`Z-7 Q!~ 3/ 9G7 Surcharge sr ~ Plan Review MC/ES SAC cry sac 7 33 7010 Utility Connection Charge ~5.~ olS S&W Permit & Surcharge Treatment Plant ~i410 UM License Search ~ 1010 „Z,03 13SW;' Copies f4/L Other Total y' . Permit Number REScheck Compliance Certificate Checked By/Date 2003 IECC REScheckSofrware Version 3.6 Release 1 Data filename: K:\_ENGINEERING SERVICES\ HVAC DEPT\_Energy CalculationsUvlN\Steeplechase of Eagan - Signatures\0121Calhoun-NewEngland-012Revised. rck PROIECT TITLE: Calhoun Model CITY: Minneapolis STATE: Minnesota HDD: 7981 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.12 DATE: 08/01/06 DATE OF PLANS: 07/31/2006 PROJECT DESCRIPT[ON: STeeplechase at Eagan 4889 Pilot Knob Road, Lot# 012 Eagan, MN 55122 k44 & h5 ~Gy !y/pv / DESIGNER/CONTRACTOR: Toll Bcothers Inc. PROJECT NOTES: , Eleva[ion: New England Options: 018,023,070,157,190, 501 Kunjal Patel Order 4674 Task 18438 COMPLIANCE: asses Maxunum UA = 817 Your Home UA = 632 22.6% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or poor Perimete -R Value R-Value [ - t LA Flat Ceiling: Flat Ceiling or ScissorTcuss 1741 44.0 0.0 47 Sloped Ceiling: Flat Ceiling or Scissor Tmss 517 44.0 OA 13 Skyligh[ 1: Vinyl Frame:Double Pane wi[h Low-E 32 0.400 13 Wall Ceiling: Flat Ceiling or Scissor Tmss 34 38.0 0.0 1 Garage wall: Wood Frame, 16" o.c. 389 19.0 0.0 22 Door 5: Solid 17 0.200 3 Knee Wall: Wood Frame, 16" o.c. 353 13.0 0.0 29 Band Joist: Wood Frame, 16" o.c. 447 19.0 0.0 27 Exterior Wall 6": Wood Frame, 24" o.a 3002 19.0 0.0 148 Window 2: Vinyl Frame:Double Pane with Low-E 428 0.360 154 Door 7: Solid 20 0.200 4 Door 8: Glass 40 0350 14 Basement Wall 1: Solid Concrete or Masonry 1591 0.0 11.0 91 Wall height: 8.5' Depth below grade: 7.5' Insulation depth: 7.5' Window 3: Vinyl Frame:Double Pane with Low-E 11 0360 4 Door 9: Glass 40 0350 14 Floor Over Garage: All-Wood Joist/Truss:Over Unconditioned Space 365 30.0 0.0 12 Slab on Grade: Slab-On-Grade:Unheated 45 6.0 36 Insulation depth: 2.0' Furnace 1: Forced Hot Air, 92 AFUE Air Conditioner 1: Electric Central Air, 13 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, speciFcations, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in RHS checkVersion 3.6 Release 1(formerly MECchec4 and to comply with the mandatory requirements listed in the RES checkinspection Checklist. Builder/Designer Da[e t,-ae:-ry a^r!ify tiiat this plen, speci- f ca.iotq, ot tepott wac prepsred ivY niP or under my diraW saprro'ssioa md that I am a dutq L'ecensed t'GfC9819081 A(Ch1tcCt WwjCP 1hC i.a:i s cf che :;tate of Minncsol& rr;ntName: David Rug 'es ` Dac ' I~Licensc 44820 FR0A : INSLJlATIONSUPPLIES PHONE NO. - 612 931 0869 Jul. 18 2995 10:26RM P2/2 INSULATIQN SLJPPLIES 1415 S M SVeet South Nopkins, MN 55343 (952)932-9000 EMSPRAY EM 219 ppLyY7gE'PHANE SPRAY FOAM SYS'I'EM Description 1ypical Pbysica! Propert,ies Emspray EM219 Densiry, lbsJcu.R 1.9 ASTM D-1622 palyurethane ehomical fasm Compressive Stteagfh ASTM D-1621 system ie a twa componenc P~161 15-20@ ] 0°/v system deslgned far epray .peqmdjcujar 10-15 @ 10°h spplications m produoe a p$''M_~ 1623 rigid polyurvh3oe fosm with 1'~eosile Strength. a nominal ovuell densiry of PeraUel 25-30psi 19 pound per eubie fooL $hegr SC'enstti ASTM C 273 petpendicular 30psi F.mspray Soo,a is a Thermal Conductivity, BTLUhs'AS'fM C-518 ~Ve ~ K Factor @ 77'F, IIVITIAI. .153 Djmeysional Stabfllty ASTM 62126 LqocYanm groups %VOIYifi0Cb8Cp gmspray F.NB19 is a 2 days at-20"F dry ~l com6inatfon olFpotyols, Watorvapor Permeability 1.4 ASTM C-355 . eatalytic agenn. Open Cell Content Q.%a ASTM D-2856 surfacrsnt, blowing agsnc pu L e.002cfm/ A TM Fr283-91 245 fa . , Typical HApoling ~19 ~ ~CI~S ACT'~F.S .88 WCEi CLardcteristics visws;cy p 759F Typical CombnstibUity Properties t9onss ' • • Mbcing xatio by votume Noanal Thidmess (4" Teat) AS7M &84 100/100 Flame Spread ZS" SPM Rziedviry, Tack Smo&e Density 300 Freq Sec's . - EwQ19 5 +173T9,DATAREFLECTSTHEPERFORMAI3CE OP THESfi FOAMS BY A LABORATORY SCALE 'Irtc foam's Propordes BOANIT1Ci TEST, A1VD THE RESULIS ARE NOT . wue decamined on TO HE CONSIP7ERED OR USbD AS A F1RE samplet sDrayed through a N~LvM& NpZA1tD C1,piSSWCATiON AND ARB ~ Qaamer H-R uuit at 1100 NOT IIJTENAED TO REFLECT HA7J?RD pai widf a pre6oated p=ENM THIS ORANY 07'HEA =poranae of 130•F and mAMLp[,$ [ifIDER ACTUAI- F1RE ~ a hose [emperatura of CpNDYTiONS. , 125'F. I'he system was • sprayed at 70.75•F ' ambient snd substate tpmpetaNre Iq a hvo iqch paya using a fuafon gun. . I city oF eaqan Name: Date: 12 -d 20 Site Address: Telephone R: Zs~ 3&'r De~O( Rim Joist Detail Opdons As outlined in the new Ener;y Code, buildings constructed with three units or less require that rici joists be put up accordiag to detail options shown below. Please circle/highlight the option you will be using. X2 M) RI 9 • ~1 ~ • n' i5 • zJ ~ ~'m~,~.~ /r ,.A--, ~ . s.•.i•: /LM-.Z(`J \ - µ ?3" /3 07 :p . ~ 06 # 8 Other : ~ . . . JllL-05-2006 WED 11:55 AM RAY WELTER HEATING & A,C FAX N0. 6128252303 P. 03 Data: 7/5/06 Revision Date: 7/5/06 New Construction Site Information Address 1: 1461 Wellington Way Project Steeplechase of Eagan Address 2: Lot: 12 Block: City: Eagan County: Subdivision: Aaplication Informatlon Business Name: Ray N Welter NVAC MN Contractor l.icense Contact Person: JOE Office Ph: 612-8256867 Fax: Geil Ph: Address 1: 4637 Chicago Ave. So. City: MPLS, State: MN. Zip Code: 55407 House Details Square Feet: 4940 sq. ft_ Avg. Ceiling Ht; 8 ft. Number of Bedrooms: 4 Ventilation : 8alanced Total VentifaGon Capacity : 173 cfm. Minimum Contlnuous Ventilation :75cfrn. Intermittent Ventilation: 98 cfin. Combustlon Appliance Water Heater: ppwer Vent Input BTUs: 50,000 Independently Vented Fumace/Bailer. pirect VertUSealed Combustion Input BTUs: 120,000 Independendy Vented Other Combustion Aapliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Eauiomant Continuous Exhaust Ventilation Capacity (cfrn): NA Clothes pryer (cfm): 135 Exhaust Fan Radng (cfm): 110 Make-Uo Air No Make-Up Air Required by Code COm6ustion Air Round Rigid Required: 5 inches or Insuiated Flex; 6 inches ApplicantName(print):~~l~~.~ ~7ca.f,~ 19_ Signature/Date: Code Official (print): Signature/Date. (D 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Codn Guidelines. Page 1 Jvn-ui-LuuoklOUj Uf:7( P.007/OD7 FRL~M [NSULq710N5UPPl1E5 , PMOh1E N0. : 512 931 0869 Sul. 18 2005 10:26RM P2/2 INSULATION SiJPPLI$S 14 ! 5-•Q 5 r" Street Sauth ' . Hopkinr., MN 55343 (952) 932-9000 EMSPI2AY EM 219 POLYrJRXTH,4NE SPRAY FOAN( SYS'1'EN! Description , Typical Phpsical Properties paYunuprarey Erhane M219 chemical Density, IbsJcuft 1_9 ASTM D-1622 foam sysum 3s a twa component ComPro ssive Stren$th AST'MD-1621 sYstr.m dcsl~ped fnr epray Perallel I S-2D@ ] 0°/v applications m produce a Perpendicular 10-15 @ 1p"~ °g`d p°~O6 d+ Tensile Strcngth. ASTM-D-1623 a nominal avecall densiry of paral)e~ 25-30psi 1.9 pouad pe ceuhiefooC 5heer 5n'ength ASTM C -273 Emspray 8o0n is a Perpendicular 30psi polymeric isocyanate 'llhornul Conductrvity, $TU/IuASTM G518 cowainins reaetive K Factor @ 77•F, INITIAL .153 isocyanete groups Djmeraional SmbWty ASTM p-2126 ENR19 is %volvme ehange , Emsprny a days at-20"F dry comhinazfonoipolyols, 2 W~~~r p~~iU~, 1.4 ASTM C-355 • caci~tic agcnu, surfacfsnc, bJowing aganc ppen Cell Content Q,% ASTM D-2856 . 245 fa Air L e.002cfm/ A TM E.283-91 'I'ypical HpnQliag ENV 19 ~(~2.25 T1VC 13E$ AGI~VES .88 ~ Characteristica r_,.... ~~S 9 75•7 Typical CombustibiJity Properties . a0/il ~~~o ~ volume Norm81'Thickness (4" Teat) ASTM $-94 . Spray Reacdvlry, T~ack Flamo Spread 25+ Free, Sec's Smoke Densily 300 ~19 5 *TM,nATA REFI,ECTS TFiE PBRFORMANCE '['he foam's propenies OF 'I7jE5E FOAMS BY A I.ABORATp$Y SCALE • . wero doxrmined on BURNW4 TMr, AND THE RESULTS ARE NOT ; samples Spayed throygy a TO 9E CONSIDP,R$D pR USSD AS A FiRE ' f3usmer H-II troit ae 1 IOO ' METEIL xAZARD CLASSFF[CAT10I3 wND ARE pei wi[h a prcheated NOT INTETfpED TO REF(.2CT gAZARp unlpcraLUe oF 13007 and pRESENTEn THIS OR ANY OT[3ER , a hose taoperaturo of MATMUALS UNDER ACT[JAL FIRE . 125'F. The sysum was COND1770NS. , sprdyed ae 70.75'F . embieot and substeta ' SanpecaNra fn B. hvo iach pesa using a fuslon gun. • ~ LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: 1-4 S 2 "a.S2 DATE OF SURVEY: O IATEST REVISION: &I30M6 m im c m r V ~ O Z ¢ DOCUMENT STANDARDS ,3 • Registered Land Surveyor signature and company Jy ? ? . Building PermitApplicant _ ~ ? ? • Legal description 0 ? • Address iP1 . NoAh arrow and scale • House type (rambler, walkout, split wlo, split entry, lookout, etc.) ,B' O? • Directiona{ drainage arrows with sfopeJgradient °Jo 0 • Proposed/existing sewer and water services & invert elevation x ? ? • Street name ,H • Driveway (grade & width - in RNU and back of curb, 22' max.) ~ ? ? • Lot Square Footage ? p nI • LotCoverage - i~y~.¢riu(,2C~cs rM _ ~a~-- CJ ELEVATIONS . Existin ? ? • Property comers ~?'Wr • Top of curb at the driveway and propeAy line extensions- sA),„ AP o~ ea4 • Elevations of any existing adjacent homes ? • Adequate footing depth of structures due to adjacent utility trenches ~ 0 ? • Waterways (pond, stream, etc.) Prooosed ~ ? ? • Garage floor ? ? • Basement floor ~ ? ? • Lowest exposed elevation (walkouUwindow) ? ? • Property comers -,,._.p ~p p ~?~j . Front and rear of home at the foundation- S~u/ oLUd-4FC. e~ed f14 u PONDING AREA (if applicablel ? ~ ? • Easement line ? y7 ? • NWL ? Jd p • HWL ? JZ p • Pond # designation ? ~ ? • Emergency Overflow Elevation ? ~i • Pond/Wetland buffer delineation Y ~ • Shoreland Zoning Overlay District Y ~1j • Conservation Easements DIMENSIONS ,g ? ? . Lot lines/8earings 8 dimensions . • Right-of-way and street width (to back of curb) ? ii' • Proposed home dimensions including any proposed decks, overhangs greater than 2', orche etc. (i.e. all structures requiring permanent footings)-5<qr,/F/-o,4 Po'"cA W,'m%"S/qrS_ ~X • Show all easements of record and any City utilities within those easements • Setbacks of proposed structure and si ya d setback of adjacent existing structures 0 ? • Retaining wall requirements: Reviewed By: DateZZ0A6 GIFORMSlBuilding Pertnd Application ftev. 11-26-04 I - Certificate of Survey ~ P\ Or'~ Q,Z OF orEietainingNVallVlfll 1461 WELIJNGTON WAY Be Recauired N$~ g6 ~ ei 4 x t ~ 9g2, o r~0 ~I ~ g1• 1p 9g3. ~ II 9, 5 x 9g3.8 TOLL BROTHERS ip ~I 1400 Corpotate Center Curve la~1 ;a ~ 3:3 Eagan, MN Zip 55121 9~~•z ~ Dq 1 I wq83 00 ~ S 41F ~ x N x N y Da~c EAGAM BIYGIN~G DO'9: ~ 0 30 (E~ 1s / SCAIE IN FEET RE)Q E FB House ~5 Garage left Minimum lowest floor DAYE. - ~ elevation = 978A Bd11LDlNG'iNSPECTIONS (~SOON f x9a3'' I LEGEND ii ^ xq8 o = Iron monument found-~~ (o O= Iron monument=set and morked ^ ~9g3N I with tlcenee No. 23968. 1~5T~L ~ ~ a Off et iron Drainage dc Utility Easement FYEtgIMETER CONTR~~ eao.o m Existing Elavation U~9g6 I ~I ` ~ (3go> m Propoaed elawtion from grade or development plan 4 %9g3A I g39 .16 2 Drainage Dlrection 2~ ~ O -8~0- m Proposed 10' contoura from grading plan j -842- ~ Proposed 2' contours from grading plan rr r 4 N ` -840- m Exlsting 10' contours Q 00 -842- = Exiating 2' contours - pQ - < - = Exfs:'ny san?tcry sewer ~ =40 /9~~ : ' 983J ~ 1 v = Exiatfng atorm sewer 6;Ix °j izi.n ^ n10 a NV) - I-= Existing water 98 I ~ es. ~ p = Sanitary monhole 3' o o~ oa m Gate wlva 8q? rn ~ Propo 88. ~ ~ m ~ = Cleanout q ouse 9ea,o fullPboAment Bearinga ahown are asaumed 7 San. Sewer Stub Elav.= 972.7 propoaed i n I 4~ R 9ora~ I N7: t~.z m n Z 1. ~ *d I BENCHMARK m 4.30 983,8 85. 983.7 o 12. a9837 _ tTop Nut Hydrant Lots 6 and 7. Block 3, 0 r propoyBd iApproxlmote ocation of 4 r°- m Steeplechase of Eagan drivewa Sanltary and Water scueo Elevatlon = 969.61 feet (NGVD 1988) g gq Y Par a~K-Kwaiato cian o~ '0g2 SITE BENCHMARK ~ y 3.7 s Top of offset IP oppoaRe southeost 984.2 X9g3 comer of building envelope. "rn box Elevati0n = 984.27 feet y?, ' 982,6 \98 .5 1.6 PROPOSED AREAS DI1V~fl . . \~\\.d~ U" qg2,~N Area of Lot 4, Block 4=20,754 Sq, Ft. Propoeed Housa m2,ssa s4. Ft. WELLINGTO~ 9a2~~ Percent of Lot Coveraqem 12.2 9g22 . Lot,4; Block B'~YO~/IDE AAIDAAAII~TAffd PROP05EDELEVATIONS S T E E P L E C H AS E?RTLE"II' P130TECTIOAI Uld'fIL. Garage floor 8l8v. a 985.9 FMAI.TURF IS ESTABLI$HED Top of block elav. = 986.2 OFEAGAN Lowest floor elev. s 978•5 prawing File: , 700\L4.B4 DWG DAKOTA COUNTY, MINNESOTA Project No. 03-730-L Subject to easements of record, if OnY. Toll Bros. Code= # 12, ORDER ID #528 Duluth, MN. I hereby certify that this survey, plan or report was prepared by Hibbing, MN. me or under y direct supervision and that I am a duly Registered T~Tr Ham Lake, MN. Land Su the f the State of Minnesota. K K Minnetonka. MN. 7NCOxpoRnran Phone: (952) 933-0972 June 9, 2006 Fax: (952) 933-1153 K t M. Kisch, MN License No. 23968 Date www.rlk-kuusisto.com RsNSSd Pr qty CommenG DaH B-JO-OB 6110 Blue Circle Dr. • Suite #100 • Mlnnetonka, MN. 55343 J Jun 30, 2006 11:33am T:\TOII 9•olhers\20437301,1\CERTS\Lat Cerls\Copy-of-718-14.84.dw9 . Certificate of Survey OF 1461 WELLINGTON WAY 3:1 Maximum Slopes N ~4 9 x~° t. or F ::;?a bVa11 ~ifilB 98z x ° ko Sd i=oayuif9d o q83 15 x qg30 TOLL BROTHERS ,o 1 I 1400 Corporate Center Curve ',.or ;a I qa I ~9s3 ' Eagan, MN Zip 55121 9''.z 1 a4 ~ o ~q7 I f ~ 10 WED ~ lDV ~ A r+ ~'s- 96~' ~ 98~3I x n,x N Date EAGAAI ENGIlVEERING DEP'[: I I 0 30 ir is ~ SCAIE IN FEET f I ~ FB House ~ Is Garage left q82~1 mu 1ow Qoor elev o 978 1145~~~~ ~ PERIMETER CON~'RDFL 3 ~ x9a~., ' x9$ ~ I 9g33 LEGEND ~ Iron monument found p= Iron monumant set and markad ~0 ~gg3~ I with Ilcense No. 23968. 0) a = Offset iron JI I Dralnage & Ut111ty Easement ~N t I 6 eQ0.0 = Existing Elevation Proposed elevation from grade x~g31 I or development plan / L~- x9B34 I Z39 r= Dralnage Direction 4 20,754 SF ~ I 0) O -840- a Proposed 10' contours from groding plan ~ I - -842- = Proposed 2' contours from grading plan 4 00 c,4 -840- = Existfng 10' contours It ~ - 8a2- = Exiating Z' contours I m pp - < o 'vo - = Exiating sanitary aewer _4~0 9E37 9 A m / i Exist(ng atorm sawer q8y1 x il 21.1 r.i ~p a NV) 0 1' - 6 - = EXi4ting wqter Q = Sanltary manhole Q~ ~ a o I o~m oa = Gate valve 9$qa m proposed house ° Cleanout u a I 9~ poured9836 ob ~ 984.0 f +I I bas'ement in Bearings shown are aasumed n San. Sewer Stub Elev.= 972.7 ir ~ proposed I 4~ ~Q gorage I 1 ~87o 14.29 ~ 5 u aId as• ~ I BENCHMARK 8g6~''° m ta.3o 983.8 see. ° 2.04 983.7 Top Nut Hydrant Lote 6 and 7, Block 3, lp f 98 7 B8• - ° a Steeplechase Of EOfJ011 P~aposed AvGreximoie iocotion oi 115 46 ~ rn Elevatlon = 989.61 feat (NGVD 1988) JC~~~~.a F~~SOOM drs yWaY pe~'R~K K~ s ~oerPlat~ub ~ ~ i~ B~NKE~ SITE BENCHMARK Top of offset IP opposite southeast 9e4. ° x9g3 93.3v aS• ~ comer of building envelape. ~ ~urb boz 26 / Elevatfon = 984.27 f99t L 982 /=1 04.86 I 9825 ~ PROPOSED AREAS i d= ' 98Z.I Area of Lot 4, Block 4.20,754 Sq. Ft, sez.s 0. Q w AY Proposed House = 2,739 Sq. Ft. WELLINGTON 982.3 Percent of Lot Coveroge= 13.2 % 9g221 r L ot 4, B I O Ck OVIDE /aIVD MAdNTAiR1 PROPOSED ELEVATIONS INL&PR`TECTION~' Garage floor elev. ~ 986.4 STEEPLECHASE FNAII. TUIRF IS E.S'fABLYSi#8DToP of block elev. = 986.7 OFEAGAN Loweat floor elev, a 978.0 Drawing File: 700\L4.84 DWC DAKOTA COUNTY, MINNESOTA Project No. 03-730-L Subject to easements of record, if any. rou eros. caee= p iz, ORDER ID #528 I hereby certify that this survey, plan or report was PrePared b ~ Dulutn, MN. Y Hibbing, MN. me or under direct supervisi n and that I om a duly Registered Ham Lake, MN. Lond Surv nder the law he 5tate of Minnesoto. RLK Minnetonka, MN. Y INCORPOAATED Phone: (952) 933-0972 June 9. 2006 ~ Fax: (952) 933-1153 Kur M. Kisch, MN Lic , se No. 23968 Date RsNsed Px qty Commenh onta e-ao-oa www.rlk-kuusisto.com RsNeed Propossd Sawdons Date 7-18-06 6110 Blue Circle Dr. • Suite #'I00 •Minnetonka, MN, 55343 RsNaed Addsd SolaAUm OaG B-02-06 Aug 02, 2006 2~ 48pm P,\TOII 3rothers\2003730M\CERTS\Lot Certs\Copy-of-718-L4.B4.dwg =;-•~lr~ ' Ih1(;~_n_~,-i (IiNtiUPi'I_I F-,~, -'HriRIC h10. r1 _ 9 ZNSULAT9ON SLJPPI_IFS ~ J 14 I 5- B 5"" 5tree[ Soutlt Hopkins, MN 55343 (952)932-9000 ~ EMSPI2AY EM 219 1'OLYURIGTFIANE SPRAY FOAM SVS'TENI DescriptSon Typical Physical Propertaes Emspray EM219 Density, Ibs./cu.ft. 1.9 ASTM D-1622 polyurethane chemical fonm syscem Compiessive Strengtb ASTM D-1621 is a two component system designed for spray parallel 15-20@ 10% applications to produce a Perpendicular 10-15 @ 10% rigid polyurethane foam with TEnsile Strength ASTM-D-1623 a nominal overall densiry of Psrallel 25-30psi 1.9 pound per cubic foot. Shear Strength ASTM C-293 Fmspray 800A is a Petpendicular 30psi polymer;c isocyanate 77termal Conductivity, BTU/Iu.AS1'M C-518 containing reactive K Factor (u; 77"F, INITTAL .153 isocyaaa[e groups Dimensional Stability ASTM D-2126 % volume change , Emspray EM219 is a 2 days at-20•F dry <1 combination ofpoiyols, Water vapor Permeability 1.4 ASTM C-355 catalytic agents, ppen Cell Content Q% ASTM D-2856 surfaaant, blowing agent pir Leakage .002cfrn/ft ASTM E-283-91 245 fa Typical Handling EM219 A/B (a32.25 INCHES ACHYBVES.88 Characteristics PERM INCH Viscosity Q 75"F Typicai Combustibility Properties 190/255 Mixing Ratio by Volume luormal Thickness (4" Test) ASTM E-84 100/100 Flame Spread 25" Spray Reactivity, Tack Smoke Density 300 Free, Sec's EM219 5 +THT3 DATA REFL&CTS THE PFRFORMANCE The foam's propcrties OF T~IESS FOAMS BY A LABORATORY SCALC BURNING TEST, ANb THE RESULTS ARE NOT were dctermined on TO BE CONSTDERED pR USED AS A FiRE : samples syrayed through a METER. HA7ARD CLASSIFiCATfON AND ARE ' Gusmer H-11 unit at 1 100 NOT IN tENDED TO REFLSCf HAZARD psi with a preheated pggS&NfED THIS OR ANY 07'HER temperature of 130"P and MprgRipLS UNDER ACNAL FiRE a hou temperature of CONDITIONS. 125'F. 7'he system was ~ . spcayed at 70-75*E . ambient and substate temperature iq a hvo inch pass using a fuSion gun. , ,i 10 ~"oll Architecture ~ January 24, 2007 Chad Carroll 0 ~'ib. Steeplechase of Eagan - Signatures 4876 Steeplechase Way DDql?C~;_ 2 o~ _L Eagan, MN 55122 ~ [SUO~iI~uYNG 19WSPE~S~)~p,~q~j C~ /~/6) waL1r ~ # z~ RE: Calhoun - BI Lot #Ol Dear Chad, For TBI Lot #012, install horizontal7/16" OSB sheathing on one face of the front garage walls from the bottom of the bottom plate to the top of the top plate using 8d. nails at 3" o.c. edge nailing and 6" o.c. field nailing. The edges of the OSB must be blocked. The sheathing may be installed on the interior OR the exterior of the wall. (1) LTT20B Simpson holdown is required at the locations indicated on the attached plan. See attached calculations and holdown detail for more information. If you have any questions or concems, please do not hesitate to call. Sincerely, Toll Brothers, Inc. 1hereby r,ertiFy that ihis plar, VDci_ Fcaiion, or rerr,rt was Frepxred by me or under r.ry cirect supervision su^d ihat I xrn s c'uly Lic-rnve;d Yrofessi2nai Lnjjnczr un,12r the l3W5 Of 2i2 ?'.:$L'.E Uf :oii1R1`.'SL'I'J. ~rint Nat~a: I~A RS. GROSSE Sit,r,».ute: Date 1 21~^ p7 Lic e#W4835 Lisa M. Grosse, P.E. Assistant Director of Engineering MN License #44835 CC: Jerry Lamina LMG/11 SESG_1tr0018 SPR #24528 Task #40755 EASTERN DIV15[Oh 250 Gibruitar Road a Horslzam, PA 19044 n (215) 293-5300 o FAX: (215) 293-5313 PHILADHLPHIA n ORLANDO m SCOTTSDALG a DALLAS n DENVER n LOS ANGELES d `TOIl ~BTOthCfS COMP,4NY aosEr LAUNDRY R00 2'.7 3/8' ~ 3 o m / Z D J. EL -4' 3 1/2' DIA~ STEEL COIUMN ~ P R 1'-5 1/d" ~ HANDNAIL 5'-5 7/8• 2. 0. 0 g 'B' IABEI DOOR INSULATE ALL y~e WhLL ~ m THREE CAR GARAGE Powo~ RooM w ~ coNC. sue wnus ~ h p - 7 1/2' DIA. STEEL COLUAP! WtIx28 STEEL BEAN DHOPPm _ tt. 5• HRTCFpNG DENOT I 6AL100N FflAMEI STUDY °o N m 3 1/2' DIA. ~ STEEL COLUMN ~2'.0' 20'-5" WALK-OUT BAY E I 8'X7' OVFAHEAO DOOR ~ EL _7• 3-~~~ CULTURED STONE VENEER 78'XY OVEHHEM DOOH p WAINSCOTT AT GAFAGE STONE 1'-10 3/1' 1'-70 3/4" 8'-2 1/2' 2'-4 9/4' 16'-2 1/2' 2'-4 9/4' 1'40" 4'-0 1/2' 4'-0 rL n 12'-0' 21'-0' 12'-0 1/2' ~ 7 ~ N p a• 33. o. elo q E o m 0'° S;v~~son IrTf7.oS l'lpl~~wv~ A . t' ~ fn T AJ.02 ^ 7 n C. FIRST FLOOR PLAN ~ o ~=Q.7.~, cyi~ `D oa'SCALE: 1!4"= 1'-0" W C7 P `C ~ ~n c~~- ~ Zq~c.~7~g •-SF 5G~ T$l ~12 - l~o~•v. w~.oc~.e4 2-2x STUDS AT HOLDDOWN SIMPSON LTT20B HOLDDOWN ~J a e o d a . a . . ° . . a ' a . d - ' . . . .d a o . - a . c o.. . d . " d. a °a o a ° a d d 5!8" DIA. ALL-THREAD ROD. DRILL AND INSTALL WITH SIMPSON "SET" ADHESIVE OR EQUIVALENT (MIN.4 1/4" EMBED.) DATE INIT I hereny certiiy 4iat fliis p!an, speai- 1-24-07 LMG fication, or repoR w'ws F~ePare3 by me or undcT my direct supervision and tbat I am adaly L'+ccnsml Professionai Engincer under She Icws cf ffie Slaic of R:inncsot& printName: SAM.GROSSE Si{vatare: T Date 1 07 Lic e#44835 0 2004 TOLL BROTHEaS, iNC. COST CODE: SPR #24528 - SESG, TBI LOT #12 • CALHOUN MODEL SCALE: 1" = 1'-0" HOLDOWN DETAIL 1 OF 1 Toll Architecture Project: Calhoun 250 Gibraltar Rd. Date: 1/2412007 Horsham, PA 19044 By: L. Grosse (215) 293-5300 Sheet: 1 SPR #24528 - SESG, TBI Lot #12 References: ASCE 7-2002, IRC-2003, IBC-2003 Location: Steeplechase of Eagan - Signatures Method: Simplified Basic Wind Speed, V= 90 MPH Importance Factor, I= 1:0. . (Building Category 2, Table 6-1) Exposure Factor: B' Mean Roof Height, H= 30' ' Roof Angle = 33.7° HeighUExposure Factor, 2 = 1.00 . Design W intl Pressure, Ps = ,Q•I'P~. (ASCE - 7-2002, Figure 6-2) A. Horizontal Pressure: Zone Ps30 (psf) P. (PSf) A - Wall - End 144 ` 14.40 6- Roof - End 9.9 9.90 C- Wall - Center 11:5 11.50 D- Roof - Center 7.9 7.90 B. Worst Case Uplift Pressure = 8.8 ' psf Roof DL = 17 psf 2/3 DL = 11.339 psf > 8.8 psf I rereb}' j ~t•,.. gl?:xl' 5cztian, cr repc:. Vra; P: c;ruc~i by me or under my d;:Mt sa;PK:rvision and th2t I tsm ^ du!y Liccnscd Profzssional Engulee.r an:icr Fhe laws of Lhe Statc of P.iuuiesata. Print Nuroe: ISA M. GROSSE gignatcre: Date t o? Li e#44835 Toll Architecture Project: Calhoun 250 Gibraltar Rd. Date: 1/24/2007 Horsham, PA 19044 By: L. Grosse (215) 293-5300 Sheet: 2 Side to Side Wind Raof Height, RH = ' 10:42 ft. Tributary Width, Wb = 1i0(21, ft. Second Floor Wall Height, WHz = 1.75 ft. Secand Floor Joist Depth, Dj = 7:4 ft. First Floor Wall Height, WHi = 10.08ft. a= 10% * Building W idth = 1.021 ft. < 3 ft. 2a (6 ft. min) = 6 ft. Wind Force is Acting at Top Plates Wind on Walls =(1/2*WHt+Dj+RH)((4a'Zone A) +(Wb - 4a)(Zone C)) = 2566 Ibs. Shear Wall Length (ft) Shear (plf) % Capacity Capacity (Ibs) Actual Load (Ibs) Front Garage Wall (Seg i) 3.75 686 59% 1518 Front Garage Wall (Seg 2) 4.75 686 56% 1825 3343 2566 OK! I heraby c-Irti(y tha: thzs p1:1n, sp. ficaHon, or report waz p; cr nrcd 'ey me or undyr my dinx.t sut,er3 ision and that I am a duly Lic:~~-Ast!d Prnfessionzl Er,~inc.cr u~i~u U;e laws of 4he ;;tate O£ tvfinn„sota, 1'r:ut Name: ~ q bf. GROSSE Signature: Date I o Lic 444835 Toll Architecture Perforated Project: Calhoun 250 Gibraltar Rd. Shear Wall Date: 1/24/2007 Horsham, PA 19044 Calculator By: L. Grosse (215) 293-5300 Sheet: 3:' ; SPR #24528 - SESG, TBI Lot #12 Seg 1 Wall Panel Lengths Sum of Solid Wall Panels = Ls„, = 3.75 ft. 12:00 ft. Overall Segment Length = Ls 12.00. : ft. -825 ft. Overail Sum of Shear Wall Panels = L= 3.75 ft. ft. % of Overall Shear Wall = 100% ft. Total Load on Wall Line = Ptti = 1,518 Ib. ft. Design Shear = v= 404.7 pif ft. Total Load on This Panel = PP = 1,518 Ib. 3.75 ft= Lsw Shear Wall Height = H= t 10 ft. Height of Maximum Wall Opening = h= " 7 ft. Check Sheathing Capacity Percent solid wail panels = Ls,„ / Ls = 31.3 % Max wall opening as percent of wall height = h/ H= 70.0 % Percent of sheathing capacity allowed for perforated wall per IBC table 2305.3.7.2 = %cap = `59 % ; Required sheathing shear capacity = v/°/ocap = v reqd = 686.0 plf Use Sheathing; 7/16" OSB Sheathing w/ 8d. Nails at 3" at sheet Capacity 4686 plf > V Reqd edges, 6" o.c. @ Intermediate Supports, Edges biocked - HORIZONTAL OK Sheathing ONE SIDE of wall Check wall overturning Mot = Pp x H 15,178 ft# Dead Load Resistinq Overturninq wall 10 ' ft x 8.0 psf = 80.0 pIf = DLwall Roof ft x 11.3 psf = 0.0 plf = Dlroof 2nd floor ft x 8.0 psf = 0.0 plf = DLflr~ M Length of Wall Returns (add'I wall contributing DL) = Lr = 0.0 r4 x Mr = 0.6 [Dwall (Ls + Lr) + (DLflr2 + DLroof) Ls] Ls / 2 3,456 ffwn- d, . c . ' T holdown =(Mot - Mr) / Ls = 977 #i ? Use Simpson Holdown: LTT20B Holdown W! 10-16d. Nails + 5/8" dia. Thr. Rod 1750 t~ - M n~' i; c ~ - • '3 SPR 24528 Calhoun Garage Portal Garage 1 Toll Architecture Perforated Project: Calhoun 250 Gibraltar Rd. Shear Wall Date: 1/24/2007 Horsham, PA 19044 Calculator By: L. Grosse (215) 293-5300 Sheet: 4' SPR #24528 - SESG, TBI Lot #12 Seg 2 Wall Panel Lengths Sum of Solid Wall Panels = Lsw = 4.75 ft. 21.00 ft. Overali Segment Length = Ls =,21.00,::: ft. -16.25 ft. Overall Sum of Shear Wall Panels = L= 4.75 ft. ft. % of Overall Shear W all = 100% ft. Total Load on Wall Line = P,~w =!,1,825 : Ib. ft. Design Shear = v= 384.2 plf ft. Total Load on This Panel = PP = 1,825 Ib. 4.75 ft= Ls„, Shear Wall Height = H=: 10 ' ft. Height of Maximum Wall Opening = h= ; 7 . ft. Check Sheathing Capacity Percent solid wall panels = Lgw / Ls = 22.6 % Max wall opening as percent of wall height = h/ H= 70.0 % Percent of sheathing capacity allowed for perforated wall per IBC table 2305.3.7.2 = %cap = :SF °k, Required sheathing shear capacity = v/%cap = v reqd = 686.0 plf Use Sheathing: 7/16" OSB Sheathing w/ 8d. Nails at 3" at sheet Capacity 686 plf > V Reqd edges, 6" o.c. @ Intermediate Supports, Edges blocked - HORIZONTAL OK Sheathing ONE SIDE of wall Check wall overturning Mot = Pp x H 18,248 ft# Dead Load Resistinp Overturninca wall 10 ft x 8.0 psf = 80.0 plf = DLwall Roof ft x 11.3 psf = 0.0 plf = Dlroof 2nd floor ft x 8.0 psf = 0.0 plf = DLflrz, W M Length of Wall Retums (add'I wall contributing DL) = Lr = 0.0 ft.a o C4 ~ Mr = 0.6 [Dwall (Ls + Lr) +(DLflr2 + DLroof) Ls] Ls / 2 10,584 f(m ce.' .2~.~~, 0,~ :a T holdown = (Mot - Mr) / Ls = 365 #t4 ~3 q ~ r Use Simpson Holdown: LTT20B Holdown W1 10-16d. Nails+5/8" dia. Thr. Rod 11750. #c5' o z7 o.c ~ ai k~ +2 SPR 24528 Calhoun Garage Portal Garage 2 ~ 2006 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX 9 651-675-5694 New Construction Reauirements ~RemodellRe air R ui ments Office Use Oniv 3 regisfered site surveys showing sq. ft. of lot, sq. ft. of house; and all roofed areas ? 2 copies of plan sfiowing foolings, beams, joisfs Cert of Survey Recd _ Y_ N (20% maAImum lot wverage allowed) ~ - ns Tree Pres flan Recd Y N 2 copies of plan showing beam & window sizes; poured found design, etc. -+s*e:.ey ior additions & decks ~ Tree P25 Required _ Y_ N 1 set of Eneigy Caiculations hldOrtion-indieete if onsite sep6c system ~ n3@e SepUc System _ Y_ N 3 copies of Tree P2servation Plan'rfiot platted aRer7/1193 p/b~ 4 Rim Joist Detail aptioo5 SeleCtbn Sheel (buildivgs vritM1 3 or less unAs) Minnegasco mechanical ventilation form t Date ~ / 4 / _Ozz Construcf on C st Site Address /10/ UniUSte # Description uf Work Multi-Family Bldg _ Y~ N Fireplace(s) x 0 Property Owner TCYZ 9/471 IM, Telephone # ( ) Contractor -70~ Address C'ty State -laAl' Zip ZL Telephone % lt0 ~O COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 _ Minnesota Rules 7672 Enefgy Code CategOry . Residen(ial Ventilation Category 1 Worksheet • New Energy Code Worksheet (d submission type) SubmiUed . Submitted - . Energy Envelope Calculations Submilted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? , Y _ N If yes, date and address of master plan: Licensed Plumber Telephone # Mechanical Confractor Telephone ) Sewer/Water Contractor Telephone ) I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conforxnance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not 4Apnplict's r a permit, and work is not to start without a perxnit; that the work will be in ac~dict ~~tit~ the case of work which r equires a review and approvalofplans. JUL 0 5 2007 Applicant's Printed Name gnatur DO NOT WRITE BELOW THIS LINE • Sub Tvpes ? 07 Foundation ? 07 05-plex ? 13 18-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Exl. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc, ? OS 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work Tvpes ? 31 New 35 ; nt lmprovement ? 38 Demolish Interior El - 44 Siding O 32Addition ? 36 Mov~Building~. 42, DEmohFhFgundatron 0 45 Fire Ftepair ? 33 Alteration ? 37 Demolish Building ? 43 Reroo~ ` 4G ' WindowslDoors 34 Replacement 'Oemolition (Entire Bldg) -Give PCA handout to applicant _ DBSCriAtIOn: WaterDamage`Yes . ' "7 GtC~ • ' Valuation Occupancy MCES System Plan Review-•~^ 1.6D% ofA`~ ~ 25% . • r , . °~•V ~ , Census Code Lf e"I Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ft. ~ PRV , # of Bldgs Length ~4_. ' Fire Sprinklered ..T ~j~-...i` . Type of Const `a 7 Width • " REQUIRED INSPECTIONS Footings (new bldg) Sheetrock _ Footings(deck) FinaUC.O. _ Fooiings (addition) FinallNo C.O. _ Foundation y FiVAC Drain Tile Other l~. Roof _ Ice & Water _ Final = Pool Ftgs Air/Gas Tests Final _Z Framing Siding _ Stucco Lath Stone Lath Brick _ Fireplace _ R.I. _ Air Tes[ _ Final Windows ~ Insulation _ Retaining Wall Approved By: Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant . License Search , . Copies ,ly. ^'`•x-' K+. ..S Y... Other Total Address: 1461 Wellington Way Permit: 74259 Zip: 55122 THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON Ye No Comments Final ade - 6" from siding Permanent ste s - arage Permanent st s- main entry Permanent driveway Permanent gas Retaining Wall or 3:1 Max Slo e ?C Sod/Seeded lawn TraiUcurb damage Porch Lower level fmish Deck Fire lace t oo rZ . Verify with your builder that roof test caps from the plumbing system have been removed. • Tum off water supply to the outside lawn faucets before freeze potenfial exists. • Call the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing imgarion system. ~ BUILDING INSPECTOR: . Jo"sm, 7-0 7 PERMIT City of Eagan Permit Type:Building Permit Number:EA162997 Date Issued:08/10/2020 Permit Category:ePermit Site Address: 1461 Wellington Way Lot:4 Block: 4 Addition: Steeplechase Of Eagan PID:10-72540-04-040 Use: Description: Sub Type:Reroof Work Type:Replace Description:Includes Skylight Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 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 - Terrence R Johnson 1461 Wellington Way Eagan MN 55122 Bradach Roofing, Siding & Seamless Gutters Inc 18267 Italy Ave Lakeville MN 55044 (952) 892-6015 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA164730 Date Issued:10/07/2020 Permit Category:ePermit Site Address: 1461 Wellington Way Lot:4 Block: 4 Addition: Steeplechase Of Eagan PID:10-72540-04-040 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 - Terrence Richard Johnson 1461 Wellington Way Eagan MN 55122 Champion Plumbing 3670 Dodd Rd., #100 Eagan MN 55123 (651) 365-1340 Applicant/Permitee: Signature Issued By: Signature