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4905 Steeplechase Ct ~ C~~~ ~7 i i . EoF .1[iaail'!se _ . , - - -Cl$~ Uf-~~~-~-~-~~~~~/- _ 5~ . _ i ~ ~ g~c ~ ~ / ! ~ -O . 4-~j G) ~ Permit Fee: ~ " 3831D Pflo~ Kno6 Road I'~~ ~ ~ Eagen MN 55122 j Date Received:~j,'~~ j Phone: (651) 675-5675 ~ ~C j-Stan: -f'1 , +~~y~ Fax: (651) 675+5694 ` ( ` ~ ~ /7~'Y _ 2008 RESIDENTIAL BUILDING P,ERMIT APPUCATION C~l~~~ ~ Date: ~Z ~ 0 SfteAddress: ~ S~EF ~Y~ WhSI~ [AJti.~ A~d rAbA~-~ /'t~ SSI L~ Tenant: SA-~*'~~%- ~'S ,S+E w~.-~ r y~ ~i~' ~~i~~ Suite ~t ~ ' RESIDENT! OWNER Name: T~LI. 13~~'«~-n-S.y T+J~-• Phone: Iosl - 3~e S-OVO I Address / Cky / Zip: i`~ a~~~,A~Et~(hSiC L~4n1 ~ Eh~a~, M,,.~ SS/ t-2., - Applicant is: _ Owner ~ Contractor TYPE OF WORK Description of work: ~k-~ Res ~ ~ t.~ r~~ ~ Co~s r~wc.no J Construction Cost: J~~ ~ Multi-Family Building: (Yes No CONTRACTOR Name: TOu-- T3tZO~~{~-/~S~I~~~• License#: ap`~S3(oCovZ Address: I'-I~{2 SrF..~~F_s_.tq-fE CAarE. E/Fb/~.~~ M.J , $~SI2.L. - ~ City: ~-J~bRJ ~ Staie:~ Zip: ' / Zt ' Phone:LoSl- 3bS-~b~ l Contact Person:70~J l~l~as~'J I~~~-H- ~~-a~ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING `~Minnesota Rules 767D Cateaorv 7 Minnesota Rules 7672 Energy Code . Residential VgNilation Category 1 Worksheet. • New Ener9y Code Worksheet Category Submitted Submitled SubmissiOn type) • Energy Envelope Ca~ulations Submitted In the last 12 months, has the City ot Eagan issued a permit for a similar plan basad on a master plan? ~ _Yes ~No If yes, date and address ot master plan: Licensed Plumber: W6~LE~.. - r~.y µ,~~r~( fWFtif~~ J~o Phone: lOS ySL -/S b s 67~char,lcalConlra~c;: ~13L~C~..n- H~AL- Phone: ~Iu~' Bo~S-l°~'~°~ Sewer&WaterConiroctor:')SM ~t~~~~~ CSI.`"~F~"TyA~~^ Phone: (oSl' `fSd`I3S~ ~ + NOTE :~Plansandsupporflpg dacumenls Ihat you submrt are consideretl to be pub!!c !n/ormatfon Port/ons o%~~ ~ ryi~ ~~r~ma,~` tl ~ itray be:elasslhed as nu~ubl~clf you~p~ovlde speclflc~~sons~hat would permrt the Ctty to , i ~ ~;,~x., , ~cn~clbde tt~ra~k,t~e ~i~,t~d~se~.. ~ Y - I hereby acknowledge that ~ihis IMormation is wmplete and accurate: ~hat ihe work will tre in confortnance wRh the ordinances and codes of the Ciry of . Eagan; thal I understand this-is-not-a-permit,-but-oNy-an-application.for.a~pertnil, and work is not to starl without a permA; that Ihe work will be in accordance with ihe approve6 plan in Me case ot work which requires a review and approval of plans. xR~ccir},2J .3- Y-ifriir,~~,~.- ^!i`, x - Appiicant's Printed Name ~ ~ Applicant's Sigp ature . ~ . Page~9 ~of 3 ~ . . _ tic~ ~ ViiRE ~ ~ 's~Lc~~Fi FF6iS ~:~:E SUB TYPES ? Foundation ? US-plex ? 76-plex ? Accessory Building ? ~ Pool . . ? Single Family O O6-plex ? Firaplace ? Porch (3-season) ? Ext. Alt. - Multi ~ ~~"~`Otof_Plex ?~~07-plex~~- ~ -~---Garage-- --~-~~~~~~~~POroh~~(45eason)-~~~~---~ O Ext:~Att.--SF~~-~--- - ? 02-Plex ? OB-plex ? Deck O Porch (screen/gazebo/pergola) ? Mulii Misc. ~ 03-Plex ? 10-plex ? Lower Level ? Storm Damage - ? 04-Plex ? 12-plex . ? Miscellaneous WORK TYPES • New ? Interior Improvement ? Siding ? Demolish Building' ? Addition ? Move Building ? Reroof ? Demolish Interior ? Alteretfon ? Rre Repair ? Windows ? Demolish Foundation ? Replacement ? Egress Window ? Water Damage ' Demolitlon (entire builtling) - give PCA handout ~o appiicant DESCRIPTION:~~~~~ Valuation //1-"-1 ~"-1 Occupancy MCES System V T l" Plan Review Code EdRion ~t7'"~ SAC Unlts (25%_ 100%~ Zoning City Water Census Code Stories ~ Booster Pump # of Units Square Feet PRV # of Buildings ~ Length ~y~ Fire Sprinklers ~ Type o( Const. Width REQUIRED INSPECTIONS ~ Footings (new bldg) ' Sheetrock ~ Footings (deck) ~ Final/C.O. Footings (addHion) FinaBNO C.O. . ~ ~ Foundation _ HVAC Drain Tile Other. Roof: _Ice & W ater _Final Pool: _Footings _Air/Gas Tests _Final Framing Siding: _Stucco Lath ~Stone Lath _Brick Fireplace:~R.L ~AirTest ~Final ~ Windows ~ Insulation _ Retaining WaII . Reviewed By: ~ ~ . Building Inspector RESIDENTIAL FEES: C,p q ~j ~ ~ S~ S`p % I~/ ~ ~ 5 Base Fee ~.1~_I Y~ X!~~ 7 g = ~ Y~~j'7 10 5~ Surcharge ~+r~ 7 ^ Plan Review ~ r / 7~ ~ = I 7 ~j ~ f ~ ~ ~L l0 lo MC/ES SAC Yl'~~ ~ ~~rysA~ / G/~,SUD Utilfty Connection Charge n ~ x`7 ~ ?l n~ S&W Permit & Surcharge S ~ 7/ l ~ Tre~atment Plant ~ ~ ~ ~ ~ ~ I n~ G~, .~j ~ Co ies 5 j~ TOtal . ~ ~ ~ ~J ~Z~~~ a9e 2 of~ ~ fL j J ~,(,E ~ 5-~, 2; - ~ ~oll Architecture ~ December 9, 2008 Jon Henson Steeplechase of Eagan - Carriages 4876 Steeplechase Way Eagan, MN 55122 RE: TBI Lots #04Q 041, 042 Dear Jon, For TBI Lots #040, 041, and 042, I have reviewed the construction documents for structural integrity. I find no exceptions to the roof framing, floor framing, and foundations including "tall wall" assemblies and lateral stability. If you have any questions or concerns, please do not hesitate to call. Sincerely, Toll Brothers, Inc. i r.e: eb~ certify Lha2 this Plam, s~Ci- 8cation, er repart was prng~ed by me or under my d'uect supervisiaa and 1,'sat I am a dilq Licensed ` u,~ ~ P-ufessional En;;ineer under the Izws of chc S!µte of Rti,weso4~ ~Z(k~~~ PrintNatne~ S1M.GAOSSE Sig~atur: ~G. Date 2 y o8 Li q4qg33 Lisa M. Grosse, P.E. Assistant Director of Engineering MN License#44835 CC: Sylvia Senseny LMG/sf SECR_1tr0022 AO#25510 ~:~asTFeN nrvisrox 2~0 Gibc;titv Road ~ Horsham, PA 19044 ~(2l5) 293-53f)0 ~ FAX: (2J 5) 293-$313 PHILADELPHIA ~ ORLA~~DO ~ SCOTTSDALF ~ DALLAS ~ DF.•.NVER ~ LOS ANGELES ; I `r011 `BZY)th@lS COMPANY 4 1 REScheck Software Version 4.0.1 Compliance Certificate Project Title: Medina Model Report Date: 12/09l08 Data filename: K:1_ENGWEERING SERVICES\_HVAC DEPT_Energy Calculations\MN\Steeple Chase of Eagan- Carriage-SECR104 AMedina-Classic-041. rck Energy Code: 2000 Minne50ta Energy COde Location: Dakota County, Minnesota Construction Type: Multifamily Glazing Area Percentage: 22% Climate Zone: 2 Construction Site: Owner/Agent: DesigneNContrector: Steeplechase of Eagan - Carriages- SECR Toll Brothers Inc. Toll Brothers Inc. 4907 Steeplechase Court 250 Gibraltar Road Eagan, MN 55122 Horsham, PA 19044 Permit # 041 Permit Date: 12/9/2008 • . - ~ - Basement Wall 1: Solid Concrete or Masonry: 869 0.0 5.0 7D Wall height: 9.0' Depth below grade: 8.5' Insulation depth: 8.5' E~cterior Wall6": Ez[erior Wall6": 743 79.0 0.0 28 Window 2: A6ove-Grade:Vinyl Frame:Double Pane with Low-E: 2D9 0.350 73 Door 8: Glass: 40 0.340 14 Door 7: Solid: 20 0.210 4 Knee Wall: Wood Frame, 16" o.c.: 60 - 13.0 0.0 5 Band Joist: Wood Freme, 16" o.c.: 177 19.0 0.0 70 Garage wall: Wood Frame, 16" o.c.: 179 19.0 0.0 10 Door 5: Solid: 17 0210 4 Flat Ceiling: Flat Ceiling or Scissor Truss: 1726 44.0 0.0 46 Skylight 1: Vinyl Frame:DOUble Pane wilh Low-E: 14 0.410 6 Furnace 1: Forced Hot Air. 92 AFUE Air Conditioner 1: ElecMC Central Air: 13 SEER Compliance Sfatement The proposed building design described here is consistent with the building plans, specifications, and other calculations submittetl wilh the permit application. The proposed building has been designed to meet the 2000 Minnesota Energy Code requirements in REScheck Version 4.0.1 and lo comply with the manda[ory requirements listed in the REScheck Inspection Checklist. ~5a GW~- 'f (ffGl ~ OT !,,••:7~: r~r~~."y that 6~as-g}a~, s, eei Name - Title fi.~~~tu~,a r~a~~ ~~S Prepy..cd ~J, oace rr.:• nr ua,i:-r n~y- dircct su~c:rvision Project Notes: a~;', thai I am a ~;ul,y Licen.sed Elevalion: Classic PrJie;Si~ll2! Etlnin^;? UpGe7 i~]C Options: 016, 017, 070, 187, Add (2) Skylights, Add (1) Windbo}7n 6fa~ifBdEua;Atl6~iN(i990~,in Basement Mike Boland I'~rint t~amc: L' A h1, GRO SE Task 83925 Order 25510 - Signatcre: ~ Medina Model Page 1 of 3 ~ REScheck Software Version 4.0.1 REScheck Inspection Checklist Date: 12/09/OS Plan Review and Inspection Issues This list of items may be helpful tor Plan Reviewers and Building Inspectors to use as a guitle for enforcing the Minnesota Energy Code. The items apply to Group R, Division 3 Occupancies, one- and hvo-family residential dwellings. The items marked with' apply only to detached one- antl two-family residential dwellings. Plan Review Issues Foundation Inspection: ~ Foundation wall insulation R-5 minimum. ~ Foundation insulation extends from top of wall down to top of the footing. ~ Exterior foundation insulation is covered by a protective coating finish. Concrete Slab or Under-Slab Inspection: ~ SIa6 on grade perimeter insulation R-5 minimum. ~ Slab insulation extends from top of slab to design frost line or top of footing. ~ Floors over unheated space R30 minimum. Windows I Doors I Skylights: ~ Average U-value is 0.37 maximum for windows and glass doors (excludes foundation windows). ~ Window U-values consistent with building plan and REScheck Certifcate. ~ Window and door areas consistent with building plan and REScheck Certifcate. Mechanical Ventilation Issues: ~ Residential mechanical ventilation system provides adequate ventilation per code requirements'. ~ Furnace efficiency is consistent with REScheck Certificate or building plan. ~ Protection against ezcessive depressurization is installed per code requirements'. Envelope Insulation for Plan Review: ~ Interior basement insulation R-5 minimum (if no exterior insulation). ~ Ceilings with attics R-38 minimum or consistent with building plan and REScheck Certificate. ~ Wall framing and insulation level is consistent with building design and REScheck Certificate. Inspection Issues Concealed Insulation Framing and Sheathing: ~ Wind wash barrier installed at attic edge. ~ Exterior wall comers framed so that insulation can be installed aRer exterior sheathing is installed. ~ Intersections of interior partition walls and exterior walls framed so that insulation can be inst211ed beRVeen the partition and exterior sheathing after extenor sheathing is installed. ~ Gaps between framing less than one-half inch are eliminated by securing framing together or are insulated at the time of assembly ~ All penetrations between condi[ioned and unconditioned spaces matle prior to framing inspection are sealed'. Interior Air Barrier: Medina Model Page 2 of 3 ~ All fire stops are air sealed. ~ Pipes, ducts, wires, equipment and flues and chimneys through the interior air barrier are sealed. ~ A sealed continuous inlerior air 6arrier is installed on ihe warcn side of the building envelope at ceilings, walls, and floor nm joist areas'. ~ Air barrier behintl tub and shower is sealed and protected. ~ Recessed light Fixlures are sealed. Envelope Insulation: ~ Basement insulati0n R-5 minimum. ~ Wind wash barrier on wall separating house and garage is sealed. ~ Loose fill insulation is prevented (rom entenng the eaves. ~ Insulation on skylight shafts and walls exposed in attics is suppoAed on ihe unconditioned side. Attic Insulation: ~ Attic access panel insulated to R38 for ceiling panel and R-19 for wall panel. ~ Attic card attached to haming near access opening. ~ Nolifica[ion of attic R-value and date of installation posted near 6uilding pertnit inspection card. This is a summary only. Other requiremenGS may apply. See the Minnesota Energy Code. Questions? Call the Departmeni of Public Service Information Center at 651-296-5175 or 1-800-6573710. Medina Model Page 3 of 3 REScheck Software Version 4.1.3 Compliance Certificate Project Title: Wayzata Model Report Date: 01fOBlo9 Data fil@name: K:4_ENGINEERING SERVICESI_HVAC DEPT~_Energy Calculations\MN\Steeple Chase of Eagan- Carriag e-SEC R10421 W ayzata-Classic-042_Revision. rck Energy Code: 2000 Minnesota Energy Code Location: Dakota County, Minnesota Construction Type: Multifamily Glazing Area Percentage: 14% Climate Zone: 2 Construction Site: OwnedAgenC DesignedConlractor: Steeplechase of Eagan - Carriages- SECR Toll Brothers Inc. Toll Brothers Inc. 4905 Steeplechase Court 250 Gibraltar Road Eagan, MN 55122 Horsham, PA 19044 Permit # 042 Permit Date: 1!8/2009 _ ~ a.-. Compliance: 26.3% Better Than Code Maximum UA: 620 Your UA: 457 Basement Wall 1: Solid Concrete or Masonry 713 0.0 5.0 57 Wall heighk 9.0' Depth below grade: 8.5' Insulation depth: 8.5' Window 3: Basement > 5.6 ft2:Vinyl Frame:Double Pane with Low-E 4 0.350 1 Exterior Wall 6": Wood Frame, 16" o.c. 2218 19.0 0.0 105 Window 2: Above-Grade:Vinyl Frame:~ouble Pane with Low-E 360 0.350 126 Door 8: Glass 40 0.340 14 Door 7: Solid 40 0200 8 Knee Wall: Wood Frame, 16" o.c. 32 13.0 0.0 3 Band Joist: Wood Frame, 16" o.c. 297 '19.0 OA ~8 Garage wall: Wood Frame, 16" o.c. 225 19.0 0.0 12 Door 5: Solid 17 0.200 3 Exterior Wall 4": Wood Frame, 76" o.c. 145 13.0 0.0 12 Flat Ceiling: Flat Ceiling or Scissor Truss 2054 44.0 0.0 55 Wall Ceiling: Flat Ceiling or Scissor Truss 72 44.0 0.0 2 Ceiling 3: Cathedral Ceiling (no atlic) 42 44.0 0.0 ~ Floor over Garage: All-Wood JoisUTruss:Over Unconditioned Space 84 30.0 0.0 3 Floor2:Slab-On-Grade:Unheated 46 5.0 37 Insulation depth: 2.0' Fumace 1: Forced Hot Air92 AFUE Air Conditioner 1: Electric Central Air13 SEER ~;~,nr~ry c~,*~!::V ~"t i::i5 ~i.2~, SpCCi- Compliance Statement The proposed building design dqSFLipgd~t~jgPSiGy~SJ~&nJtgg~}Ip~pyjl~ing plans, specifications, and other calculations submitted with the permit appliration. The prca,ppsetltw~ldi.rg;h~~4.,e~r~~¢!$rjgd to meet ihe 2000 Minnesota Energy Code requirements in REScheck Version 4.1.3 and to comply w~it~~~~qc~ iory~fg,c~„ul.ie~~ I~(~d in the REScheck Inspection Checklist. V~S~ ~55C-f~5',f Dirrc{m~ aF~N ~`'~'s c£ci.a::w~e u£l:i~nresota. Name - Title S ature i~ ~.~,t GROSSE Date Pr;;i[itt:~~. Project Notes: Signa:~:e: u' 67~ ~ate._L--~_ ~-_w_~_____ ~ Project TiUe: Wayzata Model Report dale: Ot/08I09 Data filename: K:1_ENGINEERWG SERVICES\_HVAC DEPT\_Energy Calculations\MN\Steeple Chase of Eagan- ~5 G/r~~ ~?Fj~G~r DL~ e F ~ Z Elevation: Classic Options: 007, 016, 017, 023, 029, 049, 070, 164, 187, Add Exterior poor Mike Boland Task 86657 Order 26876 ' ~...._...._._.______~______.,w___,._...._. . Pro ect Title: Wayzata Model Report date: 01/06f09 Data filename: K:1_ENGWEERING SERVICESI_HVAC DEPT1_Energy Calcula[ions\MN15teeple Chase of Eagan- REScheck Software Version 4.1.3 REScheck Inspection Checklist ~ate: 01/08/09 Plan Review and Inspection Issues This Iist of items may be helpful for Plan Reviewers and Building Inspectors to use as a guide for enforcing the Minnesota Energy Code. The items apply to Group R, ~ivision 3 Occupancies, one- and two-tamily residential dwellings. The items marked with' apply only to detached one- and hvo-family residential dwellings. Plan Review Issues Foundation Inspection: ~ Foundation wail insulation R-5 minimum. ~ Foundation insulation extends from top of wall down to top of the footing. ~ Exterior foundacion insulation is covered by a protective coating fnish. Concrete Slab or lJnder-Slab Inspection: ~ Slab on grade perimeter insulation R-5 minimum. ~ SIa6 insulation zxtends from top of slab to design frost line or top of footing. ~ Floors over unheated space R-30 minimum. Windows 1 Doors I Skylights: ~ Average U-value is 0.37 maximum for windows and glass doors (excludes foundation windows). ~ Window U-values consistenl with building plan and RESCheck Certifcate. ~ Window and door areas consistent wifh building plan and REScheck Certificale. Mechanical Ventilation Issues: ~ Residential mechanical ventilation system provides adequate ventilation per code requirements'. ~ Furnace effciency is wnsistent with REScheck Certificate or building plan. ~ Protection against excessive depressurization is installed per code requirements'. Envelope Insulation for Plan Review: ~ Interior basement insulation R-5 minimum (if no exterior insulation). ~ Ceilings with attics R-38 minimum or consistent with 6uilding plan and REScheck Certificale. ~ Wall framing and insulation level is consistent with building design and REScheck Certificate. Inspection Issues Concealed Insulation Framing and Sheathing: ~ Wind wash barrier installed at attic edge. ~ Exterior wall comers framed so that insulation can be installed after exterior sheathing is installed. ~ Intersections of interior partition walls and exterior walls framed so that insulation can 6e installed between the partition and exterior sheathing after exterior sheathing is installed. ~ Gaps behveen framing less than one-half inch are eliminated by securing framing together or are insulaled at Ihe time of assembly'. . ~ All penetrations 6etween conditioned and unconditioned spaces made prior to iraming inspection are sealed Interior Air Barrier: ~ All (re stops are air sealed. ~ Pipes, ducts, wires, equipment and flues and chimneys through !he interior air 6arrier are sealed. ,,,,.w~~___,....._.,_.~ ......~..,.~,..n,._..»_.._.~___~__.._......._'_____,~__,w..... Project Title: Wayzata Model Report date: 01/08109 Data filename: K:1 ENGINEERING SERVICES\_HVAC DEPT~_Energy CalculationslMN\Steeple Chase of Eagan- • ~ A sealed continuous interior air barrier is installed on the warm side of the building envelope at ceilings, walls, and floor rim joisl areas ~ ~ Air barrier behind tub and shower is sealed and protected. ~ Recessed light fixtures are sealed. Envelope Insulation: ~ Basement insulation R-5 minimum. ~ Wind wash barrier on wall separeting house and garage is sealed. ~ Loose fill insulation is prevented from entering the eaves. ~ Insulation on skylight shafts and walls exposed in attics is supported on the unconditioned side. Attic Insulation: ~ Attic access panel insulated to R-38 for ceiling panel and R-19 for wall panel. ~ Attic card atlached to framing near access opening. ~ Notification of attic R-value and date of installation posted near building permit inspection card. This is a summary only. Other requirements may apply. See the Minnesota Energy Code. Questions? Call the Department of Public Service Information Cenler at 651-296-5175 or 1-800-6573770. Projecl Title: Wayzata ~Model Wv vReport date: 01/08/09 I Data flename_ K\_ENGMEERING SERVICES\_HVAC DEPT1_Energy CalculationslMN\Steeple Chase of Eagan- • • , . - ~7~-- f L! ~ - ~ ~ 1?VGT~~ ~ ~1~~11K t,afp,~pj Sd~'!P ~1/ . . . l ~ ~ ~ ~ 4/~S2s ' ~'ar -en4-/.ei bc~~~~~,a~_ ~ T'~~S c9~, i ~ ~ ~L .~~J~~I., , ~ ~ r~~wr~:.u$~ I _ . • ~~~3k 4c~~5~? ~ F~r~:~7'~-~ ' _ _Clt~ ~f-~d~t-~-~ _ _ ~ ~ ; ~ _ - - _ ~ ~ ~ PermitFee: ~ '3830 PiloTKnob Road ~ ~ , ~ ~ , Eagan MN 55122 ~ g~ ~Q,~ ~ Date Recelved• ~ i Phone:(651)675-5675 i. / ~ Fax: (651) 675=5694- - , rsraa: 1 7/ I ~c`~~r~ll ._~"v;~fS~~7~>~ ~ ~Wt 2008 RESIDE~IAL BUILDING PERMIT APPLICATION C?~~~~/ ~1-~ ~ Date:.~Z ~ Q SiteAddress: 905~ ~F c..~q.S~ GJ~~T r- A...~ Nt.-) SS~/tt Tenant: S{4N~f.. FF ~ B F~ W~.J ~'"O r~ t 1-'~ ~ r~ Suite ~ ~~q'n , RESIDENTlOWNER Name:TDL~. 3~Ty1~f~-Sy 2~~-. Phone:(o$~J-$~S-O~ool Address / Cify Zip: i y~ a ~STF~.A~E-~`<hSiC Zq,.16-~ E~~a~, M,~ , s'si tiz. Applicant is: _ Owner ~ Contractor . TYPE OF WORK Description of work: fJ f-~ RCS ~ b E~J ri~! ~ ~oJS rn.~ana J Construction Cost: ~~I I~ ~ W~ ~ Multi-Family 8uilding: (Yes No CONTRACTOR Narne: TO~-~- ~ZOiKF.I~S~ L-~~-. License#: ao`~S3(<lo01 Address: I`{`'~2 S'rF-E.Q~F.s~.trr3E_ LAah-r ~kbA+.->r M^-~ , S.S1LL City: F-AbRJ Staie:' n^-~ Zip; ' r.1 / tt ~ Phone:(oSl-3b5-~b~! ContactPerson:SO+~ l~l~aZ~'J /lZlr.r~- 6G~f~R6-D? - ~ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUI Di1VG 7U.7-Z ~ ~Minnesota Rules 7670 Cateaorv 1 Minnesota Rules 7672 Energy Code . Residential V~nlilation Category 1 Worksheet. New Energy Code Worksheet Category sutmined subm~nea (1~ submissfon type) • Energy Envelope Calcula~ions Submitted In the last 72 months, has the City of Eagan issued a pertnit for a similar plan based on a master plan? ~ _Yes ~No It yes, date and address of masier plan; Licensed Plumber: wEn~tE-~- ~ P~y n.~0~r~ PWrt,f6i Phone• ~S yS~2 -/S b S Me^har.ica! ~cr.!rac:cr: .~.J ~ s„rS /L. H,r/Fk~.- Phcna. t" 1a1, lo~to"i Sewer&WaterContrector.~$M C~[c..A+lP~'~~J ~5~,.~t~rUR~k+` Phone: ~r~` ~S~-I.3S~ NBTE Plarts~end~upparHng do~menis that you submif are~consldeied to hs publ/c lntormat/on...Porilons of" + the.rntoFinahon`inay~be classi~fed, as~n~n~,~ubllc~~f y,ou~p~Vldetispweciffa reasa~sthai would permit the Clry ro,'• ~~~~.~*~~~_~`"~`~.~"ry"."~"'"~ ~~~Rt1ClAd8<GiBtT~C BrBi~~S~E,~lCI3+v`~._rc"-`•. I hereby acknowledge that this information Is complete and accurate; ihat ihe vrork will be in confortnance with the ordinances and codes oi the City of ~ Eagan; that I understand ihis is-not.a-permitrbu4only-anapplica~ion-for a permit, and work Is not to start wilhout a permR; that the work will be in accordance wi~h the approve6 plan in the case of work which requires a review and approval ot plans. x~iu.Ir{-rz.J T. Ki~iz«.Je~ ~P, x 7ti ~ i~A~-~`~-- ApplicanYS Printed Name ~ ~ ApplicanYs Sig ture T ' Page~1 of 3. , . - nn wrnT WP~r~ ec~r~ur FFlI~ ~:.R~E SUB TYPES ? Foundation ? 05-plax ? 16-plex ? Accessory Building ? Poot ? Single Famfly ? O6-plex ? Flreplace ? Porch (3-season) ? Ext. Alt. - Multi ~ ? ~07 of_Plex ? -~07•plex ? --Garage - ~-Porch~(4-s~son)~~~ - ~ - O--Ext:-AIt:-SF~ ? 02-Plex ? OS-plex ? Deck ? Porch (screeNgazebolpergola) ? Multi Misc. 03-Plex ? 70.plex ? Lower Level ? Storm Damage . ~ - _ ? 04-Plex ? 12-plex ? Miscellaneous WORK TYPES New ? Interior Improvement ? Siding ? Demolish Buflding' ? Addition ? Move Building ? Reroof ? Demolish Interior ? Alteration ? Fire Repair ? Windows ? Demolish Foundation ? Replacement ? Egress Window ? Water Damage ' Demolition (entire building~-give PCA handout lo applicant DESCRIPTION: 1 ValuaTion ~71~t7 OccuPancy ~2L ? MCES SYstem ~ r Plan Review Code Editfon 1~~2,~v ~ SAC Units (25°/_ 100%~ Zoning City Water ~ Census Code p ~ Stories Booster Pump # of Units Square Feet ~ J~ PRV # of Buildings ~ Lengih ~ Fre Sprinklers ~ Type of Const. Widlh ~ REOUIRED INSPECTIONS Footings (new bidg) ~ Sheetrock ~ . Footings (deck) ~ Flnal/C.O. Footings (addition) FinaUNo C.O. , ~ Foundation _ ~A~ Drain Tile Other: Roof: Ice & Water Final Pool: _Footings Air/Gas Tests _Final ~ Framing _ Siding: _Stucco Lath ~,STone Lath _Brick ~ Fireplace:~R.l. ~AirTest~Final ~ _ Windows ~ Insulation Retaining Wall . Reviewed By: ~ . Building Inspector -------------------------------------------°--------------------------°--------°---I----~--,-J-- - RESIDENTIAL FEES: ,{~,p2 10 f~ ~`^ry~' 4~s0- ~ V ~S7 ~1 Base Fee Y~ r' ?~'C' ~ ~ J f f ~ + ~ ~ ~ `l D • 'P Surcharge ~'1 I`~j,'~J ~ ~i} ~ "l ~0'7 q : I (p ~ ~ ~ 7 ~ 1 Plan Review ~ ~ ~r( ~ ~ ~ MC/ES SAC ~ N~ ~Y ~ r- r' ~ 2 3 9~, 3 N ~~Ty SA~ 3~~ y 3~, , ~ Utility Connection Charge S&W Permit & Surcharge ~~'~,(J1ti~ ~ / ~ ~ 11! ~ Treatment Piant c~ O p _9 ~ n/ -n y,~/ Copies ~ ~ ( , v ~9 f Total Page 2 of 3 ~ ~,~2~r~,~~- ~fk~ 3 0~ FY~- ~ ? ~ ~f`~, ~f0~ INC'L~ ~Y1.Gvv. -,~'t~~s 2v~~ a~»~'~ ~ ~/}dt ~i, T~ c~ ~'`'1 ~ C'`E lr ~~L 7huS S r ~~?tr~ Cpx.+ ?~.'g~'r'a~~..~l.3- ~ ~ y ~ ,~ti / 1~~~ s y~, r~~ ~v~ ~~~U~ S; ~qv~ ~'~a~~r~~8 ~ S-~~`'/e0 i,,,tF~jz-y,,,9~ y f2G9Z2~'~ C~, ~ ~ /3~~ r~ /~F~~'-~ ~Q~ F~'L 5 w~ ~ ~ 0~ ~ ~ ~ ~ ~ ~yl ~ ~ ~ s~~ a s~~ ' q,~n~c-~ v~ ~G, ~ ~ `?~oll Architecture ~ December 9, 2008 Jon Henson Steeplechase of Eagan - Carriages 4876 Steeplechase Way Eagan, MN 55122 RE: TBI Lots #040, 041, 042 Dear Jon, For TBI Lots #040, 041, and 042, I have reviewed the construction documents for structural integrity. I find no exceptions to the roof framing, floor framing, and foundations including "tall wall" assemblies and lateral stability. If you have any questions or concerns, please do not hesitate to call. Sincerely, Toll Brothers, Inc. 1 hcreby certify th8t this p1an, s~xci- 5cadon, or repoA was preparzd by me or under my direci sugeevisioR.. aod ttiat I em a duly Licenscd ` " ProS:ssiona! EnUitee~:r undec the N~ /f~ :aws of thz 52::tr of Minacso~. Print :vame: ISA M. GROS5E Signatvre: iJate (2 ob Li e k44b3S Lisa M. Grosse, P.E. Assistant Director of Engineering MN License#44835 CC: Sylvia Senseny LMG/sf SECR 1tr0022 AO#25510 EASTERN DIVISION ti0 GibralGir Roxd ~ Hoxsham, PA 190a4 ~(215) 293-5300 ~ FAX (21 293-5373 PHILADELPHIA ~ ORL.ANDO ~ SCOTTSDAL[ ~ DALLAS ~ DENVF.R ~ LOS ANGELES ~ `Toll ~mthers con~PaNY REScheck Software Version 4.Q.1 Compliance Certificate Project Title: Wayzata Model Report Date: 12109/OB Data fileflame: K:1_ENGINEERING SERVICE51_HVAC DEPTV_Energy CalculationslMN\Steeple Chase of Eagan- Carriage-S EC R10421W ayzata-Classic-042. rck Energy Code: 2000 Minnesota Energy Code ~ocation: Dakota County, Minnesota Construction Type: Multifamily GlazingArea Percentage: 14%, Cllmate Zone: 2 Construction Site: Owner/Agent DesignedContractor: S[eeplechase of Eagan - Carriages- SECR Toll Brothers Inc Toll Bro[hers Inc. 4905 Steeplechase Court 250 Gibraltar Road Eagan, MN 55722 Horsham, PA 19D44 Permit # 042 Permit Date: 12/9/20D8 A- i S _ Basement Wall 1: Solid Concrete or Masonry: 713 0.0 5.D 57 Wall height: 9.0' Depth below grade: S.5' Insulalion depth: 8.5' Window 3: Basemenl > 5.6 ft2:Vinyl Frame:Double Pane with 4 0.350 1 Low-E: 6cterior Wall 6": Extenor Wall 6": 2218 19.0 0.0 105 Window 2: Above-Grade:Vinyl Frame:Double Pane with Low-E: 360 0.350 126 Door B: Glass: 40 0.340 74 Door 7: Solid: 4D 0.200 S Knee Wall: Wood Freme, 16" o.a: 32 13.0 0.0 3 Band Joist: Wood Frame, 16" o.c.: 297 79.0 0.0 1a Garage wall: Wood Frame, 16" o.c.: 225 19.0 0.0 12 Door 5: Solid: 17 0.200 3 Exterior Wall 4": Exlerior Wall 4": 145 13.0 0.0 12 Flat Ceiling: Flat Ceiling or Scissor Truss: 2054 44.0 O.D 55 WaIlCeiling:FlatCeilingor5cissorTruss: 72 44.0 OA Z Ceiling 3: Cathedral Ceiling (no attic): 42 44.0 D.0 1 Floor over Garage: All-Wood JoisVTruss:Over Unconditioned 84 30.0 0.0 3 Space: Floor2:Slab-On-Grade:Unheated: 46 5.0 3~ Insulation depth: 2.0' Furnace 1: Forced Hot Aic 92 AFUE Air Conditioner t Electric Central Air: 13 SEER Compliance Sfatement: The proposed building tlesign d i n g plans, specifications, and other 4~'„ E'~i,'~'~BSa`l~9i$ 4~" ralculations submitted with the permit application. The qQQ b Id{ p, ~meet the 2000 Minnesota Energy Code requirements in REScheck Version 4.0.1 and to comply~w~ilfi~lh~m~and~~cequ~r5m n sled in ihe REScheck Inspection Checklist. j~, n tne or unaer my d~mc~ supervnston ~S~-V ~~"f` ~I'CC'~ ai' ~i3 that I a~n a daly Licensed Name - Title - ess~o;~, ~B~.neer un er Date lau, oft,'~e Sa':e oCMinnr;sota. Project Notes: - ~ _ _ ~I~nt Nam._~.,,.' ' t~A~ G S~_ _ _ ~ Wayzata Model " ~ Page 1 of 4 ui~,i13t71[C: Date f2 9 ~ Lic ~44835 Elevation: Classic Options: 007, 016, 017, 023, 049, D70, 164, 187, Add Exterior poor Mike Boland Task 83927 Order25510 Wayzata Model ~ ~ ~Page 2 of 4 REScheck Software Version 4.0.1 REScheck Inspection Checklist Date: 12109f08 Plan Review and Inspection Issues 7his list of items may be helpful for Plan Reviewers and Building Inspectors to use as a guide for enforcing the Minnesota Energy Code. The items apply lo Group R, ~ivision 3 Occupancies, one- and lwo-family resitlential dwellings. The items marked with' apply only to detached one- and hvo-family residential dwellings. Plan Review Issues Foundation Inspection: ~ Foundation wall insulation R-5 minimum. ~ Foundatlon insulation extends from top of wall down to top of the footing. ~ Exterior foundation insulation is covered by a protective coating finish. Concrete Slab or UnderSlab Inspection: ~ Slab on grade perimeterinsulation R-5 minimum. ~ Slab insulation extends from top of slab to design frost line or rop of footing. Q Floors over unheated space R-30 minimum. Windows! Doors / Skylights: ~ Average U-value is 0.37 maximum for windows and glass doors (excludes foundation windows). ~ Window U-values consistent with building plan and REScheck Certificate. ~ Window and door areas consistent with building plan and REScheck Certificate. Mechanical Ventilation Issues: ~ Residential mechanical ventilation system provides adequale ventilation per code requirements". ~ Furnace efficiency is consistent wilh REScheck CertiFlcate or building plan. ~ Protec[ion against excessive depressurizatlon is installed per code requirements'. Envelope Insulation for Plan Review: ~ Intenor basement insulation R-5 minimum (if no exterior insulation). ~ Ceilings with attics R-38 minimum or consistent with building plan and REScheck Certificate. ~ Wall framing and insulation level is consisten[ with building design and REScheck Certifica[e. Inspection Issues Concealed Insulation Framing and Sheathing: ~ Wind wash bamier installed at attic edge. ~ Exterior wall corners framed so thal insulation can be installed after exterior sheathing is installed. ~ Intersections of interior partition walls and eMenor walls framed so Ihat insulation can be installed behveen the partition and extenor sheathing after e#erior sheathing is installed. ~ Gaps between framing less than one-half inch are eliminated by securing framing together or are insulated at the time of assembly ~ All penetrations between conditioned and unconditioned spaces made priorto framing inspection are sealed'. Interior Air Banier: Wayzata Model ~ page 3 of 4~ ,r ' ~ All fire stops are air sealed. ~ Pipes, ducts, wires, equipment and flues and chimneys through the interior air barrier are sealed. ~ A sealed continuous interior air barrier is installed on the warm side of the building envelope at ceilings, walls, and floor rim joist areas'. ~ Air barrier behind cub and shower is sealed and protected. ~ Recessed light fixtures are sealed. Envelope Insulation: ~ 8asement insulation R-S minimum. ~ Wind wash banier on wall separating house and garage is sealed. ~ Loose fill insulation is prevented fmm entenng the eaves. ~ Insulation on skylight shaks and walls exposed in attics is supported on the uncondilioned side. Attic Insulation: ~ Attic access panel insulated to R38 for ceiling panel and R-79 for wall panel. ~ Attic card attached to framing near access opening. ~ Notifcation of attic R-value and date of installation posted near building permit inspection card. This is a summary only. Other requirements may apply. See the Minnesota Energy Code. Queslions? Call the Department of Public Service Information Center at 651-296-51~5 or 1-SDO-657-371D. Wayzata Model Page 4 of 4 ._s • LOT SURVEY CHECKUST FOR RESIDENTIAL r; . BUILDING PERMIT APPLICATION PROPERTY LEGAL: i~t 1~ B~oe~JC b~-~~e~l~ase. ~bI~ f~~,Qa,~ DATE OF SURVEY: I~-1 II KFJ LATEST REVISION: /2~/s~DB d m c A t U a p Z Q DOCUMENTSTANDARDS ? • Registered Land Surveyor signature and company ~ ? ? • Building Permit Applicant ~ ? ? • Legal description ,g ? ? • Address -B ? ? • North arrow and scale ~y • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ,g . Diredional drainage arrows with slope/gredient % • Proposedlexisting sewer and water services & invert elevation ' 0 ? • Street name ? . Driveway (grade 8 width - in RNV and back of curb, 22' max.) ,g ? ? • Lot Square Footage .g ? ? • Lot Coverage ELEVATIONS Existin ? ? • Property comers y~ ~/~r • Top of curb at the driveway and property line extensions ^ShoW C~d £~W ''J• ~OP• .~w'nt £~,~p,nS~+ ~r~ ?„g • Elevations of any existing adjacent homes . 5~/ ~oti++2 d1 s'dG O~ ~fbp, ~YIQ- ~ ? • Adequate footing depth of structures due to adjacent utility trenches ~ ? ? . Waterways (pond, stream, etc.) $ Prooosed w~"e,c~ Q~ * ~ ? ? • Garage floor ~fPi9~ S~Wh ~ ~ g? ? • Basement floor ~?p.]. ~k.s p y~ ~P f g ? ? • Lowest exposed elevation (walkouUwindow) $ ,g' ? ? • Property comers ~ '~f ~ • 4'a/r~ ~ h~ • Front and rear of home at the foundation a~/ ,S ~~'e 6~ PONDING AREA (if applicable) ~ ? ? . . Easement line ~ ? ? • NWL jX 0 ? • HWL ~g ? ? . Pond # designation ~ ? ? • Emergency Overflow Elevation ~ p • Pond/Wetland buffer delineation y v . Shoreland Zoning Overlay Distric! ~ j N • Conservation Easements DIMENSIONS ,g ? 0 • Lot IinesBearings 8 dimensions ,H ? 0 • Right-of-way and street width (to back of curb) . Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ? • Show all easements of record and any City utilities within those easements ~g p? • Setbacks of proposed structure a si d setback of adjacent existing strudures ? ? • Retaining wall requirements: Reviewed By: ~ate,,,~~~~/z~lg GJFORMSBuilding Permit Application Rev. 71-26-04 ~~?~~0 8 _ _i : ~ . ] . . . . . . _ . ~ - . r ~ j~ ~ ~ ~7,s~o.~y ~ ~ ~~a'~~~^~s'u ; _ , ~ ~ .~7~`~~- ~ ~ ~ . . ~r$~ O~dIl- ~ , ~ ~c~ , ~6~- _ / ~ (f ~ ~ (J ; Pefmit Fee: ~ ~1L / 3830 PTlol Knob Road ~ 1 C~ ~7 E8980 MN-55122- ~ ~/7 / y j Date Received: , j Phone: (657) 675-5675 ' / " c r ~ ` ~ ~ .T-, i/!~,~~~ Fex: (651) 675=5694 ` Start: a- -~T ~ - 2008 RESIDENTIAL BUILDING P,ERMIT APPLICATION ~~~~r~-~" Date: iZ D SRe Address: 9O ST~ ~~cwasr~. co~n.r i~ ~~4~aJ M~ S> > t L Tenant: Si1*~1~ h) ~.~oJ c-o r y v j~ ~C ?~-S~ Suite - i - ~'L~ RESIDENT/OWNER Name:TDL~ 3~T'~&-n-Si Ta~-. Pftone:(os!-3bS-O~ool Address ! City / Zip: i`~ 01 ~TF~,{~LE~-`~A'br£ U4..16-~ EIFI.A^~~ N~r~ SSl t2,.. Applicant is: _ Owner ~ Contractor ~ . TYPE OF WORK Description of work: ?J Res ~ e~ a r,a ~ ~o~s rn.~c.rio J Construction Cost: ~ ~"IV ~ Multi-Family Building: (Yes No CONTRACTOR Name: TO~-~- ~3tZO~~{F_ILS~ L~~.. ~icense#: ao~/,s3(o(e~ Address: I`~`~~- SrF-~~F-uaq~SE C4~~ Ekb/~r M^~ , ~xJl-~- City: F-hbRJ Stat'e:"' !'l~ Z~P. ',S"~ / LL ' Phone:LoS1-3bS'O~JI ContactPerson:~~+~ W~aSO'J ~~i~+~-~ b~~~it~~-a~ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING ~Minnesota Rules 7670 Categor+~ Minnesota Rules 7672 Energy Code . Residential Ventilation Category 1 Worksheet. • New Energy Code Worksheet - CffiBgOry ~ Submitled ~ ~ Submitted SUbmission fype) • Energy Envelope Calculations Su6mitled In the last 12 months, has the City of Eagan issued a perrnit for a similar plan based on a master plan? ~ _Yes ~No If yes, date and address ot master plan: LicensedPlumber. W~~LE~- - P~.Y µ~JS'~( PW/~~~J~ Phona: ~S l' y.~2-/S bS - Mecha ~ica~ ~oniracior. R4" 1~JELC~..n_ !-1•/e~ F~~:.ne: ' Ba.~- ~s'2a~o'i Sewer&WaterConiractor:ll$M E~,1tA~P~~a•1 ~S~dfs-r~JA-r~+` Phone: losl' `tS~"I3Sf ~ NOTE°Plans andisupaorttng doouments that yau snbmft are conslderetl ro be publlc informatlon Port7ons of ~h~=lnf.oCmailo ~ aY t?e~~ass 6ed as''a~,a `~rubllc I/ you proiF ~e,sp~%,f~lc re~ason,s E~ha~would permlt the City to ~ ~~~''c~lu~de:t ~Kat.t~"ie ~;are Yrade~secrets ._~A . , _ I hereby acknowledge that ~his informatlon is complete and accura~e; ~hat the work will be in contorcnanca with the oMinances and codes oi Ihe City of ~ Eagan; Ihat 1 understand this ~is-not-a-peomit,~~but-onty-an-application for a permit, and work is not to slart without a permiY, that the work will be in accordance with Ihe appmved plan in Ihe case of wark which requires a review and approval of plans. XR~~,.t,~z~ r. r,m~~~~~ X • ApplicanYs Printed Name • ~ Applicant's Sig ature ` ~ - Page~t ~qf 3. [ , ~ I ~ , ~;G ~:c"~ o ~iirti ~ c .~~L~e;° : FiE~ ~E.~vE SUB TYPES ? Foundation ? 05-plex ? 16-plex ? Accessory Building Pool . ? Single Family ? 06-plex ? Pireplece ? Porch (3-season) ? Ext. AIt.- Multi . . - - - ? b1-of-^ Plex ? -~OT-plez . ~ Garage ~ - O -~POrch-(4season) - - L7 Ext: Alt:-SF ~ ~ ~ - - - . ? 02-Plex ? OS-pfex ? Deck ? Porcfi (screen/gazebo/pergola) ? Multi Misc. ~ 03-Plex ? 10-plex ? Lower Level ? Storm Damage , _ _ . ? 04•Plex ? 72-plex ? Miscallaneous WORK TYPES ~ New ? Interfor Improvement O Siding ? Demolish Building• Addition ? Move Bullding Reroof ? Demolish Interior ? Alteration ? Fire Repair ? Windows ? Demolish Foundation ? Replacement ? Egress Window ? Water Damage ' Demolition (entire building) - give PCA handoul to applicant DESCRIPTION: Valuation ,i 0°~ Occupancy t~LG 7 MCESSystem Plan Review Code Edition ~~OU7 SAC Units ~ (25%_ 100%~} 2oning City Water Census Code ~1 Nj ~ - Stories ~ Booster Pump #of Units Square Feet ~i~,(p~~O(~.~"~'~'`~'~y~~~_y_ PRV # of 8uildings Length ~ ~~[,y7~ire Sprinklers Type of Const. Width ~ - RE~UIRED INSPECTIONS X Footings (new bldg) ~ Sheetrock ~ . i Y Footings (deck) ~ FlnaI/C.O. Footings (additio~) Final/NO C.O. ~ Foundation _ HVAC -y~~ Drein Tile Otber: Roof: _Ice & Water _Final Pool: _Footings _Air/Gas Tests _Final Framing ~ ~ Siding: _Stucw Lath ~Stone Lath _Brick ~ Fireplace:~[R.I. AirTest Fina _ Windows ~ Insulation _ Retaining Wall . Reviewed By: ~ ~ . Building Inspector - - -------------------------------------------------------------------------------------------r X ~ , I, RESIDENTIAL FEES: ~ ' ~~i/ ~ ~ s~ ~ " ~~D Base Fee ~ " " ~ /f 3'b b ~ r ~ : / ~ S"~ ~a Surchar9e / ' e ~ ~ l 7 9 ~ 7~ ~ I ~3 i ~ ~7i (02~ Plan Review L~ ~ I ~ MClES SAC ~ l X ' ~ 0 City SAC pvnU~ ! 0 f'~ Utility Connedion Charge O~. r X / S&W Permit & Surcharge r /W Treatment Plant ~ ~ ~V~ ? / v nQ n~~ Copies ~ ~ ~ ~ 7i 4° D - ' 2 ~ `J I Total Pa9e 2 of 3 y~31 ~q a ~ ~oll Architecture December 9, 2~08 7on Henson Steeplechase of Eagan - Carriages 4876 Steeplechase Way Eagari; MN 55122 ~ RE: TBI Lots #040, 041, 042 Deaz Jon, For TBI Lots #040, 041, and 042, I have reviewed the construction documents for structural integrity. I find no exceptions to the roof framing, floor framing, and foundations including "tall wall" assemblies and lateral stability. If you have any questions or concerns, please do not hesitate to cail. Sincerely, Toll Brothers, Inc. 1!~ ereL}~ cert;fy t6at tAis Plao, spee~- 5cation, cr mper[ was ptcpeted by ma or under my ~irect supcrvision and i,'~t I am a d~li~+ Licensed ~ ~ P-~!esS~Gnul Lu„in£eP under th6 laws of •,~c S'::te of hfi:snesota ~Z~~(~g PrintNane; SAM.GROSSE Sigiahu'°• ~U' ~ ` Date v 9 08 Li ~i4483S Lisa M. Grosse, P.E. Assistant Director of Engineering ~ MN License#44835 CC: Sylvia Senseny LMG/sf SECR_1tr0022 AO#25510 EASTERN D[VISION 250 Gibcaltar Ruad e Horsham, PA~19044 e(215) 293-5300 e FAX: (215) 293-53~13 PHILADBLPHIA e ORLANDO ~ SCOTTSDALE o DALLAS a DENVER ~ LOS ANGELES :t `To11 `Brothers coA~IPANY , REScheck Software Version 4.0.'i Compliance Certificate Project Title: Wayzata Model Report Date: 72I09/OS Data filename: K:1_ENGWEERING SERVICESI_HVAC ~EP7~_Energy CalculationslMN\Steeple Chase of Eagan- Carriage-SECR\040\W ayzata-Classic-040. rck Energy Code: 2000 Minnesota Energy Code Location: Dakota County, Minnesota Construction Type: Multifamily Glazing Area Percentage: 21% Climate Zone: 2 Construction Site: OwnedAgent: DesignedContractor: Steeplechase of Eagan - Carriages- SECR Toll 8rothers Inc. Toll Bmthers Inc. 4909 Steeplechase Court 250 Gibraltar Road Eagan, MN 55722 Horsham, PA 79044 Permit # 040 Permit Date: 121912008 s _ ~ Basement Wall 1: Solid Concrete or Masonry: 558 0.0 5.0 43 Wall height: 9.0' Depth below grade: 8.5' Insulation depth: 8.5' Window 3: Basement > 5.6 it2:Vinyl Frame:Double Pane with 16 0.350 6 Low-E: Exterior Wall 6": Exterior Wall 6": 7392 19.0 0.0 58 Window 2: Above-Grade:Vinyl Frame:Double Pane with Low-E: 332 0350 116 Door 7: 5olid: 40 0200 S ~oor 8: Glass: 40 0.340 14 Band Joist Wood Frame, 16" o.c.: 140 19.0 0.0 8 Knee Wall~ Wood Frame, 16" o.c.: 32 13.0 O.D 3 Garage wall: Wood Frame, i6" o.c.: 225 19.0 0.0 12 Door 5: Solid: 17 0200 3 Flat Ceiling: Flat Ceiling or Scissor Truss: 1974 44.0 0.0 53 Wall Ceiling: Flat Ceiling or Scissor Tmss: 72 44.0 0.0 2 SIa6-0n-Grade: Slab-On-Grade:Unheated: 53 5.0 43 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, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 Minnesota Energy Code requirements in REScheck Version 4.0.1 and to comply with the~rn~}d~tor~re4~irer~~itsllytnd~t S~~ check Inspection Checklist. / L 1 Vi 5Q v~' 9~ IrGGTt7,r'mT~`~vid licatiun, or r~crt ~vae ~rcpared 6y ' ~ upernsion oa~e Name - Tine an~~n at rl~a:~ a duly L.iccnsed F'rolcs~ionat I:n~ineer under the Project Notes: Ia:vs of:he Siat° of Ri:ttnesota Elevation: Classic O tions: 016, 017, 07Q 543, Add 3 2852 Windows, Remove YJiq yin oor with Dou61e Door and add P ( ) I ....Y'47'~'~. 9 `i4"A ~P~i cgg`~T:° (2) 2862 Windows ~ at'""r' Wayzata Model Page 1 of 4 Date 7. R o$ Lic •r, #44835 • ~ Mike Boland Task 83923 Order 25510 Wayzata Model ~Y V~ Page 2 of 4 REScheck Software Version 4.0.1 REScheck Inspection Checklist Date: 12/09/08 Plan Review and Inspection Issues This list of items may be helptul for Plan Reviewers and Building Inspectors to use as a guide for enforcing Ihe Minnesota Energy Code. The items apply to Group R, Division 3 Occupancies, one- and hvo-family residential dwellings. The items marked with' apply only to detached one- and hvo-family residential dwellings. Plan Review Issues Foundation Inspection: ~ Foundation wall insulation R-5 minimum. ~ Foundation insulation extends from top of wall down to top of the footing. ~ Exterior foundation insulation is covered by a protedive coating finish. Concrete Slab or UnderSla6 Inspection: ~ Slab on grade perimeter insulalion R-5 minimum. ~ Slab insulation extends from top of slab to design frost line or top of footing. ~ Floors over unheated space R30 minimum. Windows 1 Doors / Skylights: ~ Average U-value is 0.37 maximum for windows and glass doors (excludes foundalion wintlows). ~ Window U-values consistenl with building plan and REScheck Certificate. ~ Window and door areas consistent with 6uilding plan and REScheck Certificate. Mechanical Ventilation Issues: ~ Residential mechanical ventilation system provides adequate ventilation per code requirements'. ~ Fumace efficiency is consistent with REScheck Certificate or building plan. ~ Protection against excessive depressurization is installed per code requirements'. Envelope Insulation for Plan Review: ~ ~ Interior basement insulation R-5 minimum (if no exterior insulation). ~ Ceilings with attics R-38 minimum or consistent with building plan and REScheck Certificate. ~ Wall Traming and insulation level is consistent with building design and REScheck Certificate. Inspection Issues Concealed Insulation Framing and Sheathing: ~ Wind wash barrier installed at atBC edge. ~ Ezterior wall corners 6amed so that insulation can be installed after extenor sheathing is installed. ~ Intersections oF interior partition walls and exterior walls framed so that insulation can be inslalled between the partition and exterior sheathing after exterior sheathing is installed. ~ Gaps between framing less than one-half inch are eliminated by securing framing together w are insulated at the time of assembly ~ All penetretions between conditionetl and unconditioned spaces made prior to framing inspection are sealed'. Interior Air Barrier: Wayzata Model ~~~~W..y_~... Y~~~v.µ~~N Page 3 of 4 Y a ' ~ All 5re stops are air sealed. ~ Pipes, duds, wires, equipment and Flues and chimneys thmugh the interior air barrier are sealed. ~ A sealed continuous interior air bartier is installed on the warm side of the building envelope at ceilings, walls, and floor rim joist areas'. ~ Air barrier behind lub and shower is sealed and protected. ~ Recessed light fiztures are sealed. Envelope Insulation: ~ Basement insulation R-5 minimum. ~ Wind wash barrier on wall separeting house and garage is sealed. ~ Loose fill insulation is prevented from entering the eaves. ~ Insulation on skylight shafts and walls exposed in attics is supported on the unconditioned side. Attic Insulation: ~ Attic access panel insulated to R38 for ceiling panel and R-19 for wall panel. ~ Attic card attached to haming near access opening. ~ Notification of attic R-value and date of installation posted near building permit inspection card. This is a summary only. Other requirements may apply. See the Minnesota Energy Code. Questions? Call the Department of Public Service Information Center at 65b296-5175 or 1-800-6573710. Wayzata Model ~~vJ.~LL~ ~~~YV,..~..~~~ Page 4 of 4 ~ 2'0ll Archrtecture ~ January 26, 2009 Jon Henson Steeplechase of Eagan - Carriages 1442 Steeplechase Way Eagan, MN 55122 RE: Medina, TBI Lots #041, 4907 Steeplechase Ct. ~ F~. 1 0 Deaz Jon: At TBI Lot #041, several Simpson post bases located in the top of the foundation wall were not installed in their correct locations. In lieu of installing new post bases, wrap the ends of the confinuous PSL posts in ice and water shield to create a barrier beriveen the posts and the concrete and bear directly on the foundation. Install (1) LSTA36 Simpson strap horizontal at the foundation sill plate, at the bottom plate of the First Floor wall, and at the top plate of the First Floor wall at each post location. Each strap shall be centered over the post and shall be attached to the plate and post with 2A-l Od. nails. In addition, (1) Simpson fIDUS-SDS2.5 holdown shall be installed at each post. If the holdown anchor (a 5/S" threaded rod or a Simpson RFB #Sx10 may be used) is more than 7 1/2" away ftom the concrete edge, the required embedment of the anchor is 5 1/2" using Simpson AT adhesive. If the holdown anchor (a 5/8° threaded rod or a Simpson RFB #Sx16 may be used) is closer than 7 1/2° to the concrete edge, the required embedment of the anchor is 9 1/2" using Simpson AT adhesive. If you have any questions or concerns, please do not hesitate to call. Sincerely, { hcr~hy ce+.i;y :aat thi~ pl~n, speci- Toll Brothers, Inc. f cat;on, or re,r,c:t wzs prepated bq rr:e or unltr u~y ~:~c~ct supervisi~ aad Chat I a~~~ a duly Lir.cnse+l f';ofcs3ian21 £nginece under ihe " ~'rn Icws c.: ".iiste nCA4innc~ota. PrL~t Vau::: ISAM. GROSS$ S;gia;e+re: Lisa M. Grosse, P.E. Dxe 6 y(o D9 Li e N44~3S Assistant Director of Engineering MN License#44835 CC: Sylvia Senseny LMG/sf SECR 1tr0024 AO#27147 EASTERN D[~'ISION 250 Gibraltar Road ~ F{orsham, PA 19044 ~(215) 293-5300 ~ FAX: (215) 293-5313 PNILADELPHfA ~ URLANDO ~ SCOTTSDALF. ~ DALLAS ~ DENVER ~ LOS ANGELBS A `Toll ~Brothefs CoMP~iNY ~ ~"oll Architecture~ January 26, 2009 Jon Henson Steeplechase of Eagan - Caniages 1442 Steeplechase Way Eagan, MN 55122 RE: Medina, TBI Lots #042, 4905 Steeplechase Ct. ~ Dear Jon: At TBI Lot #042, several Simpson post bases located in the top of the foundarion wall were not installed in their conect locations. In lieu of installing new post bases, wrap the ends of the continuous PSL posts in ice and water shield to create a barrier between the posts and the concrete and bear directly on the foundation. Install (1) LSTA36 Simpson strap horizontal at the foundation sill plate, at the bottom plate of the First Floor wall, and at the top plate of the First Floor wall at each post location. Each strap shall be centered over the post and shall be attached to the plate and post with 24-lOd. nails. In addition, (I) Simpson HDUS-SDS2.5 holdown shall be installed at each post. If the holdown anchor (a 5/8" threaded rod or a Simpson RFB #Sx10 may be used) is more than 7 1/2" away from the concrete edge, the required embedment of the anchor is 5 1/2" using Simpson AT adhesive. If the holdown anchor (a 5/8" threaded rod or a Simpson RFB #Sx16 may be used) is closer than 7 1/2" to the concrete edge, the required embedment of the anchor is 9 1/2" using Simpson AT adhesive. If you have any questions or concems, please do not hesitate to call. Sincerely, t Toll Brothers, Inc. 'y ~.•c:; tL:a~ ihisplun, s~eci. i:~~ ~u:i, o!'~:-}~~r~ w~ j;~~a:'ixlby me vr w~tcr t:~y dirtr.t xt:pervisimn ,:rd at I an1.^. ua'~ E.~cens~.~} }~i Oii:N:i: ~i.;~ F.P,,'~,~,*./;L'~.T W7~t7 i~iC ~ ~,fL/ la~.~; cl'iht S«,le c;'is4'nac~sa!a, I':int'v>~e: :3A,YLGR 5S~ Si~.:t~:e. a,rn Lisa M. Grosse, P.E. Date I 26 ~9 Lic #44~33 Assistant Direetor of Engineering MN License#44835 CC: Sylvia Senseny LMG/sf SECR 1tr002$ AO#27149 EAS7'IsRN DIV[S[ON 250 ('iibrxitur Road ~ Hursham, FA 19044 ~(215) 293-5300 ~ FAX: (215) 293-5313 PHILADELPHIA ~ ORLANDO ~ SCOTTSDALE ~ UALLAS ~ DENVER ~ LOS ANGELES A `r011 ~BrOthEts CO!LIPANF ~ `?"oll Architecture~ January 26, 2009 Jon Henson Steeplechase of Eagan - Carriages 1442 Steeplechase Way Eagan, MN 55122 ~ RE: Wayzata, TBI Lots #04Q 4909 Steeplechase Ct.- F~ ~ Dear Jon: At TBI Lot #040, several Simpson post bases located in the top of the foundation wall were not installed in their correct locations. In lieu of installing new post bases, wrap the ends of the continuous PSL posts in ice and water shield to create a barrier between the posts and the concrete and bear directly on the foundation. Install (1) LSTA36 Simpson strap horizontal at the foundation sill plate, at the bottom plate of the First Floor wall, and at the top plate of the First Floor wall at each post location. Each strap shall be centered over the post and shall be attached to the plate and post with 24-1 Od. nails. In addition, (1) Simpson HDUS-SDS2.5 holdown shall be installed at each post. If the holdown anchor (a 5/8" threaded rod or a Simpson RFB #Sx10 may be used) is more than 7 1/2" away from the concrete edge, the required embedment of the anchor is 5 1/2" using Simpson AT adhesive. If the holdown anchor (a 5/8" threaded rod or a Simpson RFB #Sx 16 may be used) is closer than 7 1/2" to the concrete edge, the required embedment of the anchor is 9 1/2" using Simpson AT adhesive. If you have any questions or concerns, please do not hesitate to call. Sincerely, I hercby certif;~ thac v,is plan, speci- Toll Brothers, Inc. Ecatio:L, cr rr.port w~s prrpared by r.~e or undcr my din:ct sc~crvision :~~d t'~at I ar.~ a du;y Licensed G~~ I7o;essior.al Enc~ineer unckz fhe a~ tawsofL'iaSa.tccfMinucsota. Yrint h't~e: LI M. CROSSE Si~ature: Lisa M. Grosse, P.E. Date r y(~ ~~j License 44~35! Assistant Director of Engineering ~ MN License#44835 CC: Sylvia Senseny LMG/sf SECR_1tr0023 AO#27146 EASTERN DIV[SION 250 Gibraltar Road t florsham, PA 19Q44 ~(315) 293-5300 ~ FAX: (215) 293-~313 PHILADELPHIA ~ ORLANDO ~ SCOTTSDALE ~ DALLAS ~ DBNVER ~ LOS ANGELES A `TOlI ~BtOth@I5 CODfPANY O'Connor's ~ o~ ~ .,t . ~1EJ~~lAIG & AIR CONDITIO~ING"" ' an~y~ o~ r?~...o. ra, no?,~r ~ a n~~ 7 997d Ve~mi~99on S#. •~las#ings, f~9~1 55t33.3 PH~3~1~ tb~3) d37-~1177 f~rti~r~r it ~r,3YG Orstat Test Report for Job # Address~fl-~ ~ti~-~~~ City ~ Occupant ~~^^'r~~ Date of Install 1/~Z9f~7 , _ _ Type of HT. F/A.~HW Space HT Unit HT Other Make ; ~ Model 9 ~ ? o ~~K ' Serial ~ ~ ~ ~ ° r ~~4 Inpu1 7~ ~DU . Pilot Type ~ . 5~~ Pressure ~ 3 ~ ,~~•c• C02~ Input CFH 02 ~ Stack Temp CO ~ I I Date Tested 1~/~~~~`') ~ Company ~s"~ ~1+~`~~ ' Techniciar ~ : o J~D • ~ .IAN ti i 20U9 ~ u . • ."Sfraps & Tes r' - _ ~ .'N ~?I .s~~ i ~ Straps are designed to transfer tension loads in a wide variety of applications. FINISH: PS-H~G; NST3 and HST6-Simpson Strong-Tie~ gray HRS-A 12 gauge strap with a nailing pattern designed for installation on the edge paint; all others-galvanized. Some products are available of 2X mem6ers. NEW! The Hq5416Z installs wiih Simpson Strong-Tiee Sirong Drive° I in stainless steel or ZMAXa coating; see Corrosion ~ screws (SOS~. ' Information, page 10-17. . LSTA and MSTA-Oesigned for use on the edge of 2x members, with a nailing ~ INSTALLATION: Use all specified fasteoers. See General Notes. pattem that retluces the potential for splitting. ; OPTIONS: Special sizes can he made to ordec Contact Simpson LSTI-Light straps that are suitable where pneumatic-nailing is necessary Stmng-Tie. i through diaphragm deCking and wood chord open weh trusses. CODES: See page 12 tor Code Reference Key Chart. MST-Splitting may be a problem with instailations on lumber smaller [han 3'h"; i M57C and RPS meet code requirements for reinforcing either fill every nail hole with 10tlx11~" nails or fiil every-other hole wiih 16tl common cut mem6ers (76 gauge) at top plate antl RPS at sill plate. nails. Reduce the allowa6le load based upon the size and quantity af fasteners used International Residential Code~- 2000/2006 R602.6.1 MSTC-High Capacity strap which utilizes a staggered nail pattem to help minimize ~ International Building Code~- 2000/2006 2308.9.8 ~ wootl splitting. Nail slots have been countersunk to provide a lower nail head profile. : (ForRPS, referto page 772.J i i 1'h'-I i'!f-~{ ~~2x' sNe'~ 1$'"~ ~ ~e~~~l ~~w T ~ r~, o ~ .o O ~ O N ~ ~~I ~ N T; (I~ Je '~I I N - ~ ° o ~ ~S'~ _ L ay _ o. r e~{° m° p 3' N ,.tl .o ~p ~o. £ efit 4~i ~ ~ ~e ~ .~e ~N C I ~ ~ ` C~J N ~ ~ ~ oO.. N . . N ~1 F 5 ~ F m ° B N ST2115 t'~ f f e,l; 3+'- m .(n y i ~ m 1 - ~ y ~ F 5 a°c~ ~ ST9, ST72, ~i ~ ~y~ MSTC28 ~ ST78, ST22 I ~ ~ vee q ST ~ ia~ a o= fi~ LSTA and MSTA o ~ ~ ~ ~ (Pilot holes nof shown) ~ ~ ~o - o' o y SIFv r II ~ .I• F O. . . ~ O O ~ O O. . O O. . f O ' ' i~l c e . c ~ c ~ ~ . . ~ o o ~ o a . yy b o' o. ~ ' _ . .o o , a o o~., o o „ y ~ o ~ o ~~a~ a' HTP372 ~ , ~ ' ~ a. I~ o - L m~.. N m in ° L r' ~ ~ I ~ ~~--'I ~ 'g ~ x x x ES o' ~~o_ ~ o'~ mw.~ i= ~ ° ° - ~ w HST '.o i PflSTI MST LSTI r. o 0 ? ° - - - - . ~ Tk' HST2 arid HST5 HST2 HST5 ° ° ~ o i, , " o ,:.,a i' , . 1 h 3' HST3 arM HST6 H5T3 HST6 , o_ „ ~ . ~ `.e 'o. . ~ a ~ ~ r k ~ ~ o ~ , ~ ~ W ~ HRS HRS416Z i ~ ~ ~ _ ~ ~ i. ~ ~A~ ~ ~ ~ i C . 9 I N p F'y5^„t''.':. n p o R~ I : ; ~ ~ . o . o k. 0 M ~ ' o 'w" i ~ Typical M3Tl insiallation ~ :~P o o , ~ ~ ~ (MIT hanger shown) Typical LS71 Typical ' . 148 LSTI similar . Instaliation HRS Inslallatian k~ t r~ z t k ` F f qU f h Y"C,t. "{+t'^~'~vF' irv`: 2(' X'~~. ~ I • Naf3nwns & Tens~an Tes~_x j~ ~ W ~ ~ ~ . ~ " s I~. 1 ~ - ~ ~aE~Fp/~ T1ris praduct is O~e~erable lo similar conneclars 6ecause ol 1^~ ~ ~ ~ ~ ~ ver6calwooa ~ ~ ~ i W aJ easier Insfallafion, bJ higher laads, cJ lower frtsfaNed cosf, Member Thickress i_ ~ W o r a c o m b i n a t l a n o l M e s e features ` r 1. 1 0 ~ v ~ : . o ~j . - ' HDU Holtlowns are pre-deflected during the manufacturing e e {r~ ~9 ' ~ @p process, viftuPlly elimina9ng detlectio9n under load du i to ;aterial siretch. ~'I ManNaiur~"0 . ° ~ - ~ Ey;~ They use Slm son Stron -Tie~ Stron -0rive~ screws SDS which install o srudsmos~ . m . easily and provitle reducetl fastener slip. Using SDS screws results in a ~ ~F ~e er ° m R" greater net section, when compared to 6olts, as no material is removed. ~ nol req~~~d) ~ e H mreaaetl ~ ~ ~ The H~U series of holdowns are designed to replace previous versions a xoa y of the product such as PHD's as well as bolted hoitlowns. The HDU2, 4 antl 5 are direct replacements for the PHD2, 5 and 6, respectively. _ K&'y'~"~' °Y{ ~ f~~ For more information on holdown options, wntaci Simpson Strong-Tie. ~ ~ .;~t j- ~ ~t'.~ SPECIAL FEATUHES: i HDU . ~ s ~ y ~ • Pre-deflected body virtually eliminates deflection due ~ , U.S. Patent e 1~. ' to material stretch. ; 6,~~z,4s5 ~~~""b ~ reduce fastener sli and ~ Byl '~`^~~`..~w k T: Z.a 4 • Uses SDS screws which install easily, D, \ 81ock'"~ f„ S ' provitle a greater net section area of the post compared [o bolts. I ~f • SDS screws are supplietl with the holdowns to ensure -~r.~ proper fasteners are used. ~ Typical HOU Tle • No stud bolis to countersink at openings. j Mm~mum ~ Pm+ ' ° , Betweeo Floors ~ MATERIAL: See tablB FINISH: Galvell¢ed s~s by ~hiCk11055 ~~*i oesigner INSTALLATION: • Use all specified tasteners. See General Notes. ' ~ o ~ • Por use in vertical and horizontal apD~ications. i° • No addi[ional washer required. . : o em ° 4 • To tie muitiple 2x memhers together, the Designer must determine , ~ p~ m Preseive~brireataa Horizontal HDU the tas[eners required to loin the members to act as one unii I ea~de.mayne - without splitting Ihe wood. See page 20 for S~S values. 'i " «a~~Ba Ofhel Installation • See SB and SS7B Anchor Bolts on i ~ ~ ~ ~ ~ ~ (Plan View) pages 2?-29 for anchorage options ~ t~ Far holdowns, er ASTM test t ~ • SDS screws insiall bestwrth a P ~ ~ ~ low speetl high torque tlrill with ~ standards, anchor boR nut should ~~,~~?,~y,~i°~"~`~+k~: befinger-tightpius hta hturnwdh k=. o a~e' hex head drivec ~ . - 7; • Refer to technical bulletin a han d wrench, with consideration e.~ T-ANCHORSPEC tor post installed given to possible future wootl ea~oe~ anchorage solutions (see page shrinkage. Care shoultl be taken to ~ nocsnovm 191 fordetails). not over-torque [he nut. Impact '~i CD~ES~. See page 12 tor Code Reterence i wrenches should not he used. Vertical HOU Installation See foomote 7 KeyChad. Minimum Allowa6leTensfonLoads(Ibs.) 'o Dimensions Fasteners Wood (160~' (in.) Cade Motlel Memher - Uefleclionat Ref. No. Ga Anchar SDS TAickness" OF/SP SPFlHf Ailowab~e Loatls.B ~ W N B ~ SO 8oit~la. Screws (in.) - ~in.) (In.) HDU2-S~S25 14 3 8'Yis 3`/c 1s5s 13/e s/e 65DSYexTk' 3 3D75 2215 0.088 HDI14-SOS2.5 14 3 10's/ie 3Ya 1~6 13/e s/e 10-S~SYa'%2Yz" 3 45fi5 3285 0~1~4 -HDl15-SDS2.5 14 3~ 7335e 3~/a t~s 1s/e ~ 14-SDSYe'x2Yz' 3 5645 4065 0.715 ; 0 3 5980 4305 0.084 ` H~U8~SD525 10 3 16'/e 3Vz 1~/e 1'h '/e 2D-SDS'/i x2'h" 3~/a 6970 5020 0.116 I6, L24, , qyz 7870 5665 0]13 FS z~ 5Yz 9535 6865 0.137 i HDUII-S~S2.5 10 3 22Ya 3'h 1~~ 1%z 1 30-SDSY<°X2Ys" 7~~ 71175 8045 D.137 ~ 7Yn 14390° 10360 0~~~7 ' NDU14-SD52.5 7 3 25'Yie 3~/z 1s/is 1~6 1 36-SDSYa'x2'h' S~/z° 1492500 10745 0.177 ~x' 1. Allouiable loatls have 6een increased for eart~quake or wintl load durations wi[h fasteners. Holdowns sAall be instalied centeretl alon9 ihe width oi the attachetl post. ' ° no further increase allowed; retluce where other loatl durations govern. 5. Tension values are valitl far holtlowns flush or raised ofl of sill plate. ~ ~ Z. The De;igner musi specity anchor bolt rype, length antl em6etlment. See SB and 6. Deflec[ion at Highest Ailowable Tension Load includes fastener slip, holdown ; SSTB Anchor Botts (pages 27~29J. Refer to technical bulletin T-ANCHORSPEC for elongation, and anchor bolt elongation (L = 6'). Atlditional elongation of anchor holis t"' retmtit anc~or solutions (see page 197 for defa~lsJ. shall be accoun[etl tor by t~e ~esigner when holtlowns are raisetl higher ihan 6'. E~ 3. 5[rucN~al compo~ile lumbe~ columns have sdes that show edher [he wide ~ace o~ the 7, Tabulated loatls may be dauhled when the HOU is iastal~ed o~ op0osi[e sides of the € etlges of the lumher strantlslveneers. Valoes in 7he tables retlect insfzllation into the wootl member D~ovitled either the Dost is large enough [o prevent opposing holtlown witle face. See technical 6ulletin T-SCLC~LUMN for valoes on the narmw tace (edge) screw inierference or the holdowns are offsel ro eliminate screw interferences. B (seepage ]gi for de~ailsJ. 8. Noted H~U14 allowable loads are 6ased on a 5'h' wide Uost (6x6 min.). ~ 4. Post desiqn 6y Specifier. Allowable load values are based on a minimum wood member qll other loads are basetl on 3'h' wide post minimum. thickness in the direction oi the fastener penetration. Posts may consist of multiple 2s g Requires heavy hex anchor nu[ to achieve tabulatetl loads (supplied unth M1oldown). members provided they are designetl to act as one unit independently of Ihe holdown ~ ~ I ~ ~ t ~ ~ The PH~ Series ot pre•deflected hoidawns are 6eing replaced by HDU holdowns. For specificatians thai call for a PHU, contact Simpsan Strong•Tie for equivalent HOU models. See sbove for details on lhe HDU series af pre-deflected huldnwns_ i 3~ - ~ ~:~iw~.e~ ' ~ Pertnit#: ~ C~t~ of ~a~Q~ ~ ~~c ~ ~ ~ I ~1~~ I ~ Permit Fee: c~ ~ ~1 ~G' ~ ~ i 3830 Pilot Knob Road i Eagan MN 55922 I oate Received ~ ~ Phone: (651) 6755675 ~ ~ Fex: (651) 675-5694 i Staff: ~ 7~ ~ 2009 RESIDENTIAL BUILDING PERMIT APPLICATION C'~L~~-~ ~/~g` Date: t I z~~ Site Address: ~C_c//i.-c l--S~C- C.-~--'~ 'j 7~~~ 7y ` Tenant: / Q' Suite RESIDENT / OWNER Name: `rol l ~-o~ Phone: Address ! Ciry / Zip: 9 f ~ c E~ -~+Z G.--sz~ i2.~`Z_.. Applicant is: _ Owner _ Contractor TYPEOFWORK Descriptionofwork: ~-~-.rA'~1 -',~~1~/' Construction Cost: 7_ l~o~ a Multi-Family Building: (Yes No CONTRACTOR Name: LS'Gn.-~lz~-t- G-~,.~~c,~. A:-~. License Address: `Zl ~ t~~-- City: ~~Cr~~ i~-- ~ 4~Z ~ State:~`~ Zip: ~~Yl Phone:~~?-~69-`~G~9~ ContadPerson: ~1~~~ GG~~L. COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING _ Minnesota Rules 7670 Categorv 1 Minnesota Rules 7672 Energy Code . Residential Ventilation Category 1 Worksheel • New Energy Gode Worksheet Category Submitted Submitled Submission type) • Energy Envelope Calculations Submiited 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, dafe and address of master plan~. Licensed Plumber: Phone: ~ Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: '7HOTE Pl~ns and sr~ppoR~ng docurtzents th~t yoa submrf are`~onsfaleretl ~q be pribT~c eotormabon Parhons of : the mfvrrira~ion mdX b8 dassihed as nor~ pubfic if, you praSiafe spe~~fic ~sons~Yhat would t fhe CityYo = , , , 7 ~ ~s. _ ..w _.~w ~ ~ cdri~t'a&~iqa~:tiie:arg~grat]e~~cr~s:"3t~ri~.He^. a,~ ~ _ ~ , ~ , a .e= ~ I hereby acknowledge that this informalion is complete and accurate; that Ihe work will be in confortnance with the ordinances and codes of ihe City of Eagan; thal I understand this is not a permit, but only an application for a pertnit, 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 antl approval of plans. x r f~ ~_,L„_ r~~~j l~ .---f/~-~~ ApplicanYs Prinf ame D r'~ ~ cp 's Signature Page 1 of 3 JUN 1 2 2009 ~{~o ~ ~~~~1 ~ ~ DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Fireplace Porch (3-Season) 5torm Damage ~ Single Pamily _ Garage _ Porch (4Season) _ Exterior Alteration (Single Family) _ Multi _ Deck _ Porch (ScreeNGaze4o/Pergola) _ Exterior Alteration (Multi) 01 of Plex Lower Level Pool Miscellaneous 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 _ WaterDamage ~ Retalning Wall •Demolition of entire building - give PCA handout to applicant ~ DESCRIPTION Valuation d~~ Occupancy MCES System Plan Review Code Edition SAC Units (25%_ 100°/a~C Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New 8uilding) Sheetrock Footings (Deck) Final I C.O. Required Footings (Addition) Final ! No C.O. Required Foundation HVAC Drain Tile Other: Roof: _Ice & Water _Final Pool: _Footings _Air/Gas Tests _Final Framing Siding: _Stucco Lath _Stone Lath _Brick _ Fireplace: _Rough In AirTest Final Windows n ~~L _ Insutation ~ Retaining Wall rjJQ7??~~ `J~~/`Ll-L~ Meter Size: Erosion Control Reviewed By: ~ Li . Building Inspector RESI~ENTIAL FEES { j c~l(L.~, Base Fee Surcharge Plan Review ~i(fJ~ MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 yGQ 9 s-/~~ccG~~-sc- C-~. LOT SURVEY CHECKLIST FOR RETAINING WALL ~ BUILDING PERMIT APPLICATION ZS ~A Address: `T~~ -I 5~'~?~ ~e ~-GiGt- t ~ CT' Applicant Name: ~O ~ t. f/1C - DATE OF SURVEY: 6~/ Z f0 g LATEST REVISION: d rn ~ **Permits required for Retaining Walls 4 feet high or greater. oz a DOCUMENTSTANDARDS • Registered Engineer signature and company ~3' 0? • Building Permit Applicant Ja' ? ? • Address ~fy ? ? • Legal description ? ? • Lot IinesBearings & dimensions ~ ? ? • NoRh arrow and scale Jd ? ? • Street name fd" ? 0 • Show all easements of record and any City utilities within those easements 0 • Setbacks of proposed structure and side yard setback of adjacent existing structures ELEVATIONS ? ? . Property corners ? • Top of curb at the driveway and property line extensions (only if wall is within 30 ft. of curb) ~H' • Elevations of any existing adjacent homes ~g' • Adequate footing depth of structures due to adjacent utility trenches g ? ? • Waterways (pond, stream, etc.) ~9' • At the foundation of the building and/or nearest strudure PONDING AREA (if applicable) fd' ? 0 • Easement line ? ? • NWL iC1 ? ? • HWL ~P1 ? ? • Pond # designation ~ ? ? • Emergency Overflow Elevation ? ? • Pond/Wetland buffer delineation Y . Shoreland Zoning Overlay District ~ `"~J • Conservation Easements RETAINING WALL INFORMATION ? . Location of Retaining Wall on property . Top & bottom elevation at each end of wall and any change in elevation in between ? • Type of material (i.e. modular block, boulder, etc.) ~r ? • ~irectional drainage arrows with slopelgrad' t% Reviewed By: ~ ~ Date~ ~Z/ 9 GFORMSfBuiWing Permit Applicefion-RetaininB Wails Rev. 5d-O9 . . Cert:ificate of Survey ~o<' TOLL BROTHERS oF ~ 1400 Corporate Center Curve ' 4905, 4907, 4909 STEEPLECHASE COURT Eagan, MN 55121 ~ ~ ~ 4~ ~ \ Exieth~9 ' ~ \ ~ ~ ~ ` \ . Bu0din9 957.0 I , 28 ~ ~ ~ ~ 500-r ~ ~ l~\ ol Sa itary , ~ ~ ~ d'Woler Eto Per'_~ o ~ . ~ ~ ~ ~ ~ Kuvsis~° ~O~ ~ . ~7 941.6 . , 944. 1.P~~L66° ~ ~ 9~ 950.9 \ \ ~ ~ ~ ' I . ~ ~ ~ S1. l V } I.P. ELEVe < _ ' ~ P1 I . ~ 942~15 _ ~ ~ i~ ~ , ~ Util'l~eosS~~OO' i 00 ~ j 00 E 1. \I 9' -prainJ9 950.5 5~ 1.~ v~ I95 ~ ~f c I \ s a~ ci~ '~q9~' _ a7. ~f 50. ( ' 3'~n j a ~ . 945.6 m ~ OU (OQ• < I ~ I ! ` ~;X~ r 1 . 7.B.N @' ~ . ,I~, 511oisa oo~ 9~0 4t~ s<s.i~,ee°~', 'wq~~ It~6% [3~/3~ 1t . ~ ~ ~ ~ ` ~ (1` 94 ~E6 . . 944.~~4 ~ 945.5. 1~ ~ 5 9 .5 P95~~2 ~ r. v I ~ , e~ . \I , i ~ 3E. a~ Ni ^ st: t ~ b ~ , 1 I~` ~j C~ lp 9 I.6 ' 951. ~ ; ~ , \ , , ° r 4 .4~ ~ ~ e~ R i C7 ~~`4-:l ~.?~,94s,q. 7 9o8.D 45t.6 I 1' \O 2.~: c~° I ~ ~ ~ aWr ~ 943i7 "947.I 4'm ~1 , 952. ~ ~R4~ 6~.p~ _ ~ ~ I~. . ~ 1~ ~I. 3. 9.1 .17944.1 ~ ~ 95t.6@ 9.8t P~~ 8,,~ yg~6 sp ~ : W'7? ; ~ . ~ , , ~,.o ~p00 i l .947.7~~'~ 9 .3 T3 0 df v°~ . .7 ~ . o £~OOq'~~ ~s, 3. ~ ~ ~ PQNDLP-72 ~j i~~~ a~ie I~, i.~~ I~ ~il 16' ~o~I~$~' ~8 QS V p C~ . I ~.:NV1~L 9190 { ,nai. E~~ ~U ' ~ ~aa.a' m o o m,a Q~, - . _ i , li I'( p` 1 941 ; . 9 4 3. 8 yA ~ G a : A 9 Z 1 1 5 p.~. ~ ~ ~ ~ ' HWL 9397i /~;I ,I y~~ i i ~~g, 6~ ~ ~ _ 51. 95 ~56 ~ ~ ~ I; ~ ~ 7p~ ~ " n i~ N ~ J J? 57 8 951. ~ (Op' g5 ~ ~q ~ I , `o ~ ~ i ~ / I, ~ I~~O ~ Iz ; ~ -.1 I .Ofl ~ ~ ~ ~V~. ~ V ~ 0 1 iii ~ i ~ ,II`~ o~ I I I~~ '3 . ~ 8:2 ~ 9a6.0~. ~I ~51'.B~N~ epcn ' 952. 952.8 ' ~ : . ~Ia ~It \I ~m\ ' , 0._ ,I; 945.0 I ~.7~0 s QA ~g, n, . ° ~ ~ i ~ i.' I Z~\ .il ~ l 94J.61iq W O'~C~~951.7\ ~ 1` 3\ ~~~i~ 52 ~ I i• c3 ~ I' ~ ! ~ o I I a ' 4 ELE i . y~y ~o : ~'O; N p ~l~ 51. ~q~- ~ O •:n ~ i w ~ ~ y ~ 40.35, ~ 0 1 t} ~ ~ ~(p ~950J f ~9. ~ ~~.1 g4B"' m ~ . (XV ~1J w~ 0,,~~i. ~ ~~1 i937. ~ .~94.3.3 944:4 ~ G r 1.7 O-1!+'^~.~ , ~ i i ~ ~ c'.O L I o'a ~ 8.75 O~ + ~1~.58 ' j ~m.~ Q ~EZ i _A~ ~~I (I ^~;I'~ ~ ~ l . ` c ~ + i'~. 948.7 50. ~ . 5 I V. ,I~ ~I ~ il O{ •a0 \ I'. ; ~ , . g3 .~5'. ~ $ Y' 41,4b ~ y P ~ IEVe I i ~ ~ I ~~I~~~i~l~~:~ ~ i ~ ~ ~~0 ~ i .I i 95~'95.5 ~ NO ~ II i # ~ : _ i # Ii i[I ~~II~D~iI'~'• .P. ELEY O' ~ I~.7{~`+9aT~3 . 9 9 Y ~ i Ili ~ ~~,~i 938.61 P ~ ~w 945.5 Droino & utilit eosement i ~ a~ , ~ i- - over olfiof OUTLOT C ~ i~ ~ ~~~~'~o,, ~ ~ i ~o ~ i . ~ ~ ~ .%I ~ ON:'`, ' I 1 ~J V' . f~ l ~ . ~ 937A ~ ~ L ~ . I ~ ~ ~ 1~ ,I ,~di~.~ i i : I ~ ~ p tP ' ~ . 938.9 842 . 982.6 ' ~ i ~$0 . ~ ~ ~ ~ ~ I ; t .P. LEV=B10 946.6* I ~ ~ I ~ : ~ Tn. 93 ,~7~ ~ r_ ~ , SCALE i 1 FEET I ~ . . ~ i 937.6 ~ . , ~ ' ~ ~ ~ ~ ~ - ~ ~ ~ ~ ~ ~ BENCHMARK i ; ~ ^ ~ ,~..,~__.-.:~,....__,i_.I_. . ~ ~ Too Nut Hvdrant Loks ~6&7. Rle~k.:5. , . . Certificate of Survey ~o~' TOLL BROTHERS ~ oF ~ 1400 Corporate Center Curve 4905, 4907, 4909 STEEPLECHASE COURT Eagan, MN 55121 I _ ~~~j ~~~~N~~~ ~ ~:i P~B~xi~ur?s °>~~;.~~:£3 ~Id,ei ' - o~ ~ti~Q~~lil~~ ~~'f~4~~# ~~'~1~~ {etln9 ~ ` ~pgp ~ ~ ' B{1dM9 953.0 ~ ~ 26. o Y~ ~ F}~iddF~G°~ ~ u~'i" ~~~~.:.~:.e 1lorY . ~ ~ 50. '~,I Q ~ of So 1 add1Water sW lanr-'1 ! ` ` l ~ ~ -Kuus~sta \ ` ~ 9 ~ 941.6 944. 1 P~ELEYs ~ 950.9 \ \ 93i 64 $1 V , } i,P. EIEV= ' \ ` ~ ~ 942.15 men _ P,~ _ ~ ~ 9. e UtiTty eas 0 a.00 I\5.0a~ Eti tA ~ < \ ~ ~ _prai a9 ry 9505 ~ ~ g 1. ~ I 95 ~ a a lP Q9 ~ 47. + 50. ~ 938. Y ao~ 945.6 ~ ~~58 N 1.OU fOP. ~ ~ ' ~ 5; .za 00`~ ~ ti~~ 945.~8.96~~ 1 ~~~C ~",o~ ~pn6~ .a~~~' ~3~D ~ I .P. LEV 1 ` ' 943.0 ~ ?9'Z , Y ~ , ( 94 16 9<4.4 <O ~-.o $ ~ ' ~ , ~f C O~ oN 945.5 , ~.0~ 93 .5 PgSI. ~ v l all. ~ S8. X N~Q W N 951, l ~ ~ ` ~ w~ ~ ~ 9~6 951.§ o Q ~ ~ \ ~ 944.4. ~ 948.3 µt . ~ 1 \ 2.a ~~:.~e~s ~ 1~ 943J ?947. ' J` 9S.m \ g11 952. ` 1~~ ~\Rqs'F60,p~` 1, o N t~v op. , m o _1 I ~ 0 9 D ~p .17 944.1 ~ . 947.7~ 951.6 6,~ B ~q~9.81 a~ V0 ' y . ~ 'l~` ~ 937.8 'Dio 0 ~ 6 0~ ~9 m ~ ~ T'y ~ PONDLP-7.2 ~ it z ~t} N . - NWL=919.0 ~ ` ~n 1 I. . ELffV ~ aa.a m~o m° o g _ / . i' p~ 941..~a ; 9a3.e 5~ 3~~ ~9~Z ~ 4.5~ ~5. ~p, ~E . HWL=9397 I I 1 a 1 ~ ~ ~ ~ 951. 95 5 l r a ssi s est ~ ~oP• s ~ ~ g ` ° .f~ _ ~ - " •L o0 0,0. d lve sz? . ~ ~ o~ y~1 ~ • 946.D \ 951.8~~ ~ ye °~s 952.8 a ~ \ 00~ 8.2 ya5.0 l'~' ~.o ~ ~ ~'~n \°°'n ' ~i~ a '1 ~ L 1 1 943.61 O p~ 951J\ ~ 11 ~ Iy ` S2. ~ o ~t .P. ELE 1~ R~c Fq N o~ ~ 1 19. 957. ~p~- u ` p a i 940.35 0 N o ~ 9 5 0.~ t 5 1. 2 l~' ~`S~, 948 m 0 0 ~ R 937. r Q 9aJ.3 94a.4 ~ a d 4.56 I~'o ~o ~,J, , / 7 \ ~ \ a n 6'y5m r 9a8.3~,6.96 950. ~ ~P 5 y~ . o,~" ~ . t, ~ \ ~ . I O~ i"~ ,y ` 9 ~ g0 k1.46 ~q ' .P. LEV= N~~ o~~,• l0 ~ e9 951~.~1,951.5 1 ' emec 9~ : ~ ~G .P. ELEV J.71R+94~~7 eOs e i eae,ea ~ tw ~ pi"` 9as.s Droinog & utility eosement r0.''i. ~ $ • o~~ a 9,~ over al~o( OUTLOT C 6~°~n' 5 ~ ~~,n ~ . ~ ~ 937A o . 9389 84Z 9 2.6 ~ I 94fi.8 r ~ \ ~N .P. lEV=9~p \ l 37, ~93 ~ ~A SCALE IN FEET 937.6 \y„~8 X X ~ ~ ~r BENCHMARK ~9 F~~~ ~ Top Nut Hydrant Lots 6&7, Block 5. 6 @~ Steeplechase WO House Elevatlon = 961.02 feet (NGVD 1988) Minimum lowest floor sY elevation = 943.7 (4905 & 4907) pa~~ 7 = 944.2 (4909) San. Sewer Stub Elev.= 941.8 E~G`°"N ~G~~u'~~ o'"'rT LEGEND per RLK plans dated 7/6/OS _ Iron monumant found = Droinaga Directlon AREA ~ = oft3Bt iron = Prop. 10' contours from grading plan -842- = Prop. 2' contours from grading plan LOt 1, Block 6 Area = 15,775 sq. ft. _ ~rafnage & Utflity Easemant Existing sanftary sawer . Total Co~do afea = 703,324 SG. ft. soo.o = Ex~sting Elevatlon = Existing storm sewer 20% Mttx. Coverage = 140,665 sq. ft. proposed elevation from grode m Existing water Foundation Lot 1, Block 6 = 7033 sq. ft. or development plan O = Sanltary manhole Foundation Lot 3, Block 6 = 9073 sq. ft. -g4p.._. = Existing 10' contours ~ HO{ea~{I~ Foundqtion Lot 1, Block 7 = 9074 sq. ft. -E3a2- = Existin 2' contours ~ Foundation Lot 2, Block 7 = 7106 s ft. 9 D = Flared End Section q• o~c~oao = Retaining Wall ~ = Catch Bas(n Foundation Lot 1, Block 8 = 6676 sq. ft. Foundation Lot 2, Block 8 = 6815 sq. ft. Bearinga shown are asaumed Foundation Lot 3, Biock 8 = 6709 sq. ft. Foundation Lot 4, Block 8 = 6709 sq. ft. Foundation Lot 5, Block 8 = 9072 sq. ft. PROPOSED ELEVATIONS PROPOSED ELEVATIONS Foundation Lot 7, elock 8 = 8879 sq. ft. 4905 & 4907 4909 Foundation Lot 8, Block 8 = 8879 sq. ft. Total Foundation coverage = 86,025 sq. ft. Garaqe floor elav. = 953~~ carage floor elev. = 953.5 Remaining coverage Available = 54,640 sq. ft. 7op of block elev. = 953.3 Top of block elev. = 953.8 Lowest floor.elev. = 844•~ lowest floor elev. = 945.2 Lot 'I , B I ock 6 S T E E P L E C H AS E DRAWN: ~~L CHECKED: KMK Drowing Fle: 70D\718-L1,B6,DWG O F EAGAN Toll Brothers Lot #40-42 Project No. 2006-408-L DAKOTA COUNTY, MINNESOTA Subject to easements of record, if any. I hereby certify that this survey, plan or report was prepared by Duluch, MN me or under m direct su ervision and that I am a dul Re istered / Ham Lake, MN y p Y 9~ ~ Hibbing, MN Land Sun! 'under the,l,qurs~of the State of Minnesota. RLK Minnetonka,MN j / Oakdale, MN % ? nvcoxroR.sTEn Phone: 952 933 0972 ~~yy/' December 11, 2008 ~ Fax: 9529331153 Kurt M. Kisch, MN License No. 23968 Date www.rtkinc.~om 12-15-08 Rev. City comments 6110 Blue Circle Dxive • Suite 100 • Minnetonka, NiN 55343 Dec 15, 2008 10:58om ~ Certificate of Survey ~o<' TOLL BR~THERS OF ~ 1400 Corporate Center Curve ; 4905;-;4907, 4909 STEEPLECHASE COURT Eagan, MN 55121 U'o~oVo ~~Q~~~4~~ ~ :9 AA^ximum Slo~i~s \ ~~m9 - ~ r ~~t,xining Wall Vlfil! ~ ~ (E4 p ~ g~poln9 953.0 ~ ~ 2g ~ ~ ~ ~O~q~ _ so.o-- P~squired ~ o ~ ~ o ~m~v ~ 0~ . o o\ion °t s~~ Per ~ ` Water ~ a d l0 1a~ > Kuus s y i~ ~ 9a1.6 9a4. 1P~ELEVs ~ 950.9 ~ ~ . g~t.6< L y ~ , J ~ I.P. ELEv= ~ - ! ~ o 6~ ~ I~ eos;men ~ ~n I 9a2.t5 m1 ~ ~~LSU ~W ~l y 0.00 ~ SOa/ ya pp ~ < / 9. _ r}no e Uti1'l~ ' 950.5 ' ~ g, ~.P E~ 'aS~ ~ . fu y _ a7. ~ a a u~ ~ ~ e`' 945b F 1 gs ~ sa. ~ ~oP• c~< ( 9~ ~ 9 0.2 a,~1 m ~ 945.7~8.96 ~9 7.B N w o ~~,b~o ,,~i oo, ~ ,,i,~ ~1 ~ ~ I.P. LEV ' 943.p 9 ?~o~~.~ ~ ( 94 16 944.4 ~4 ~ G O Yp 945.5 , ~ ,g.0~ 9.5 P95~ y ~ ` L ~p W ali, ~ 38. . N`F Q~ O ~,1~ .a 951, ~ 0~ ~1 ` VQ ~ Q. 9 `6 951§h- ~'1 ~ \Q ~ t \ ~ 'D' ~ 95i.6bq4 1 1 .4~. 1 1 ~ 1 r 944.4• fi 949.3 ~ R 0 943J 947. N ~ g~ 952. ~ O ~~Rq6o60.0~ ~ ~ ~ 9.1 .V7944.1 ~ 951.68,? t9.bti P~ g 9 ~ ~ 0 1 p 0 G • 947.7~r~ 9 5~ \ O dC ~ l•' 'W` ~ ~1` 37.8 n O O V p O~ p p~ g 1\ 3 ~ POND LP-7.2 0~ ~1 ~ ~ ~i a F9 w p~ ~ ~l i ~ V N W L= 9" 1 9. 0 ~~t l. 94L~ 4 1 943.8 4 4. 4 i~ G~~ NiV 8~. 1.2 ~I y g 15. ~p, L - / HWL=939.7 i ~ m "m ~ ~ 951. 95 ~ s i o- , esi s esi. ~ ~04• 95 ~ ° Z,~ gyaF `~1 ~ ~ ~95i.649.0~ \ °-o 0 1ve ?z ~ ~ + P gP % z 952.8 N~ 946.0 \ ~ ~ ~ oy, + iG ~ . °z t o\ r~~~ ` 31 p0~ 6. 9a5.~ ~ J 9 t ~~~P ~ P~ n 1 iZ~,~ . ( I 94}.6~\ C 9~" 951.7~ ~ 1` aa' I~Il ` 52 \ ~ o ~ 1.P. ELE y ~ ~O .,~0 N O 1 51. - w i ~i\ y 9a0.S5 o t~ r N G~ ~ ' 19• 1~ _ 9;8 0 o ~ o r~ ~ m 3 5so.~ tz ~J .u 0 o Q , • 937. ` a 9#3.3 saa.a m co - o o- ~ v 'il~ t_ 0. ~ o'n 8.25 9 d + g8 ~ 14.F~ ~.E ~ ~ 0`•~.-~~~~ 1~ a ~ ~ 948.3 ~ 950. ~P~51 ~ O ~O 97~. ~ ~ w ~ 41!~ ~ ~ ~ t~ ~ a4. P. LEV- NORTH 0~~.. 1 OD 951~. tS.951.5 ~..',1 1:.'.1 I L ~ e~i~ 94g ~ ~G C~ .P. ELEV 1 ' ~ 1f~9 ~23 ~ ~ e~s • ~ 19SB.84 U ~i~~ eas.s Drainag & utility eosement o ~ 1 ~ 09~ ~ g~ over al~of OUTLOT C ~ ~ ( 1 1 i ~o~o gI ~ N" ~-1~• 937.0 y~~ 1~` I ~ 3~ 1 tS . 978.9 8f? " 9~ V 946.8. ~ N ~ ~ .P. LEV-B4p i~ ' 3~• 9~ ~ SCALE IN FEET ~ 917.6 ~ 'XY~~ Q ~~Q n BENCHMARK ~~~~y C7 ~~J Top Nut Hydrant Lots 6&7, Block 5, Steeolechqse ~ WO House By ' _ Elevation = 961.02 feet (NGW 1988) Minimum lowest floor elevatio~ = 943.7 (4905 & 4907) Oat~ ~2 = sa4.2 (asos) gpG,a,N ENGINEERLVG U~YG San. Sewer Stub Elev.= 941.8 LEGEND per RLK plana dated 7/6/O5 Iron monument found r= Oratnage Direction AREA Offset iron = Prop. 10~ contours from grading plan -842- = Prop. 2' contours from grading plan Lot 1, Block 6 Area = 15,775 sq. ft. = Drainoge & Utility Easement Existing sanitary sewer Total Condo ar'ea = 703,324 sq. ft. eoo.o = Ex(stfng Elevation = Existing atorm sewer 20% Max. Coverage = 140,665 sq. ft. - i- a Extst~nq water Foundation Lot 1, Block 6 = 7033 s ft. Proposed elavation from groda ~ = Sanftary manhole 9• or devalopment plan ~ - Gate valve Foundation Lot 3, Block 6 = 9073 sq. ft. -640- = Existing 10' contours ~ = Hydrant Foundation Lot 1, BIoCk 7 = 9074 sq. ft. ---Ba2- = Existing 2' contours p = Flared End Section Foundation Lot 2, Block 7 = 7106 sq. ft. 0.-,0~ ~ Reta(nfng Wall ~ = catcn eastn Foundation Lot 1, Block 8 = 6676 sq. ft. Foundation Lot 2, Block 8 = 6815 sq. ft. Bearfnqs shown are assumed Foundation Lot 3, Block 8 = 6709 sq. ft. Foundation Lot 4, Block 8 = 6709 sq. ft. Foundation Lot 5, Block 8 = 9072 sq. ft. PROPOSED ELEVATIONS PROPOSED ELEVATIONS Foundation Lot 7, Block 8 = 8879 sq. ft. 49D5 & 4907 4909 Foundation Lot 8, Block 8 = 8879 sq. ft. TOtc71 Foundation cove~age = 86,025 sq. ft. Garage floor elev. = 953.0 Garage floor elev. = 953.5 Remaining coverage Available = 54,640 sq. ft. Top of block elev. = 953.3 Top of block elev. = 953.8 Lowest floor elev. = 944•~ Lowest floor elev. = 945.2 Lot 1, B I ock 6 S T E E P L E C H AS E DRAWN: CMH CHECKED: KMK Drawing File: 700\718-L1.86,DWG O F EAGAN Toll Brothers Lot #40-42 Project No. 2006-408-L DAKOTA COUNTY, MINNESOTA Subject to easements of record, if any. t hereby certify that this survey, plan or report was prepared by ~ Duluch,MN me or under m direct su ervision ond that I am a dul Re ~stered HamLake,MN Y P y 9 Hibbing, MN Lond Surv under the l,q~vs~of the State of Minnesoto. RLK M;nn~conka,:vlN Oakdale, ivlN ~~~il/'y Decembe~ 11, 2008 INCOFroxt-rsn Phone:9529330972 ~ A ~ Fax: 952 933 1153 Kurt M. Kisch, MN License No. 23968 Date \J www.rlk;n~.~om 12-15-08 Rev. City comments 6110 Blue Circle Dxive • Suim 100 • Minnetonka, MN 55343 ' 2008 10: SBam Dec.~~.......__ ~ Certific~te of Survey ~o~' ~ TOLL BROTHERS . OF ~ 1400 Corporate Center Curve ~ 4905, 4907, 4909 STEEPLECHASE COURT Eagan, MN 55121 _ ~~~~w ti7~~~~~~~ ~ ~ 3:t R~~tx~r~turqt ^>=ts;:'^==;a . ~ _ y ~ 'or ~i~iairyir~~ b~a~i ~^1;9t p„ £xisNn9 ' 28.0~ ;~~UPYq".j. ~ ~..g41 gu11dM9 957.0 Y 5p0~- ~ ~t'/~~ ~.:r~ . _ of Sa 1to~Y ayolian sw Per _ _ i ~ 1 ~ ~ odtl Woler lan 1 0:• r \ -KVUS~s~o I 9 ~ ~ 941.6 944. 1 P~EIEVa ~ 95~.9 \ , ~ Vl , 9~1.64 81 V ' ~ i.P. ELEV= ' ` - ~ !1 . 942.15 ~ - lY~ me^ l ~ pp 1 U~i11lY ea s .0 I~5 ~p~ EL ys g\ 0 \ rJ 9. _pro~no9e 950.5 S, f 9 e 91' ~ 47. 1 / 4 4 cP 9 s 50. ~ g~ N~ 945.61~u 1~58~p ~g pp ~pQ . l 1 `9.2 m a~ti` m 8.96~~8 7.0 N 1 1' p ~(1V8 1 ~i`? ~~D ~ ~ 51 ~i 4~qg 945.7~ ~ ~ 6% ~ y ea~~~~ ~y'' ~ ` \ 1' Y'. + ~ ~S& ~ 1 1 943.0 9 S~p'~' E P. LEV ~ f, 94 6 1 944.4~£ tD O C~•£ 945.5 , ~ t~j.00 9.5 .P g51. v ~ L e ~b N'O YT ~ ~1 ali. \ ~ 38. ` N o 51. ~ ` 1~ l w~~ ~ C, G~ m 9 1.6 951.§ . 1 n 4 ~ ~ `1 \ ~ ~ r 94a.4. '~J . 9a8.3 951.6 l ~ I 1 \ ~ ' 2.a ~C3~`~` _ ~ ~1 01 943.7 ~947! J ~1 952. ~ ' Rqso 0~ ` - a~ 1 ~ ~ \ 'p6p ` / 5 I o. 9 9.1 944.1 ~ 951.6 6~1q 1~ 61 4°pe y aili._ 1 11 .°o~ 000 . 94~ S 9 Sc m N ~ 8r % p 937.8 ~ 6 Q p G~ 1 Ogi`1\ 3 ~ POND LP-7.2 ~~1 2~ u ,g ~i N x~ ~ o ~ - NWL=919.0 p111. 94EL~V G 943.0 g.1 44.4 ~ay~1 z~~~ a 4.~ 15. Op, LE _ / HWL=9397 ` I ~ } ~ m m ~ ~ 951. ~ 95 g6 5 5 y " so ? ~ ~ ~ ~ 951 ~8 951. 1~ ~ (OQ' o it, i. ~ f~ ~ ` ~ ~ a,v09s~~. ~ c~^ y~ ~ 946A~ 951.8~9•e a\ P ~yP % 952.8 1 1 0 6$ 945.0 ~O ~ w • p ~ i \ ~ ~ x' 7 \ ~ N~ ~SP • ~i. a , \ 2l~ 1, ~ 943.61 4 'o, G4~951J\ ~ ~1 m~ ~ ~y\ gy i o < ~.P. ELE ~ R ~ F'~ N o ~ 19. 51. w , Ty Z 9a0.35 N 1 9J • N O ~ 950.~ f 85Y3 90.8 m a O ;.o\ rn ~ . 937. y. 943.3 944.4 ry. ~p d ~ 51.2 ~ 0~ 1. i J. w o ~ , o m 8.25 6 .gB~ 54.58 a P. ~y` ~ m o,~~,~, i ~ ~ ~ 9a8.S~i to, 950. ..7.i f o° l 9 q1 ~ e~° l .P. LEV= . NORTH ~ ,o~ ~ e9 95F1~a~.951.5 ~ ~ ~ .7 ~ p5eme~~~ B~8 : ~ ~ G!~ P. ELEV- ~ t~9a2t7 e praino & utility eosement ~ 1 938.84 1~' . ~i~•~ 945.5 9 ~p~ m~- ~ °o ' aye e.~ over ol~of OUTLOT C ~ ~o ~ ~os ~°m~~ -"ti-~e3~.a S g K 0 30 ~ / 11 ~ t3' . 938.9 *Y 9~.6 ~ 946.8 R \ ~ 37. 93~5%8 7_ ~F SCAL~ t 937.6 ~ ~ BENCHMARK Top Nut Hydrant Lots 6&7, Block 5, S:eeplecFase WO House Elevation = 961.02 feet (NGVD 1988) Minimum lowest floor ' By elevation = 943.7 (4905 & 4907) 0~~~ 7 _ _ = 944.2 (4909) San. Sewer Stub Elev.= 941.8 ~G~N ~G~~~v(i I~i:YT. LEGEND per RLK plans dated 7/6/OS Iron monument found r= Dralnaga Directlon ARE~4 Offaet iron = Prop. 10' contours from grading plan -842- = Prop. 2' contours from grading plan Lot 1, Block 6 Area = 15,775 sq. ft. = Drainage & Utility Easement Existing sanltary sewer . Total Condo area = 703,324 5q. ft. eoo.o = Existing Elevation = Existing storm sewer 207 Max. Coverage = 140,665 sq. ft. ~,o = Proposed elevation from grode a Existing water Foundation Lot 1, Block 6 = 7033 sq. ft. or development plan O = Sanltary manhole Foundation Lot 3, Block 6 = 9073 sq. ft. -g4p- ~ Existing 10' contours ~ Hatrantlve Foundation Lot 1, Block 7 = 9074 sq. ft. -Sa2- = Existin 2' contours ~ Foundation Lot 2, Block 7 = 71D6 s ft. 9 D Clatch ga$~~Section q• oa~ooo = Retaining Wall ~ Foundation Lot 1, Block 8 = 6676 sq. ft. FoUndation LOt 2, Block 8 = 6815 sq. ft. Bearings shown are assumed Foundation Lot 3, Block 8 = 6709 sq. ft. Foundation Lot 4, Block 8 = 6709 sq. ft. Foundation Lot 5, Block 8 = 9072 sq. ft. PROPOSED ELEVATIONS PROPOSED ELEVATIONS Foundation Lot 7, Block 8 = 8879 sq. ft. 4905 & 4907 4909 Foundation Lot 8, Block 8 = 8879 sq. ft. Total Foundation coverage = 86,~25 sq. ft. Garage floor elev. = 953.0 Garage floor elev. = 953.5 Remaining coveroge Available = 54,640 sq. ft. 7op of block elev. = 953.3 Top of block elev. a 953.8 Lowest floor elev. = 944•~ Lowest floor elev. = 445.2 , Lot 1, B I ock 6 S T E E P L E C H AS E DRAWN: CMH CHECKED: KMK Drawing File: 700~718-L1,B6.DWG O F EAGAN Toll Brothars Lot ~/40-42 Project No. 2006-408-L DAKOTA COUNTY, MINNESOTA Subject to easements of record, if any. I hereb certif that this surve , lan or re ort was re ared b Duluch,NlN y y y. P P P P Y Ham Lake, MN me or under my direct supervision and that I am a duly Registered Hibbing,MN Land Surv,ey4.v'under the I,~f the State of Minnesota. M;nneconka, MN ~ Oakdale, MN ~ December 11, 2008 INCOxroxnrsn Phone: 952 933 0972 /G~>' ~~i~ ~I~.ri1/~ ~ Fax: 952 933 1153 Kurt M. Kisch, MN ~icense No. 23968 ~ate www.rlkinc.com 12-15-08 Rev. City comments 6110 Blue Circle Drive • Suite 100 • Minnetonka, MN 55343 ~e< 15, 200& 10:58am Address: 4905 Steeplechase Ct Zip: 55122 Per R it: 87835 THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON : • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing irrigation system. G/Bldg Insp/Forms/2007/Checklists Yes No Comments Final grade - 6" from siding Permanent steps - garage Permanent steps - main entry V Permanent driveway X Permanent gas c Retaining Wall or 3:1 Max Slope Sod/Seeded lawn Trail/curb damage Porch 'yG Lower level finish ip Deck Fireplace \( • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing irrigation system. G/Bldg Insp/Forms/2007/Checklists ?C Iu 200ui, '1 0 FM 6128252383 RAY N WELTER HEATING No. 6731P .,4E 04/05 Date: 12/17/08 Revision Date: 12/17/08 New Construction Site Information Address 1: Toll Brothers Project #: Steeplechase of Eagan Address 2: 4905 Steeplechase Court Lot: #42 Block: #6 City: Eagan County: Subdivision: Application Information Business Name: Ray N Welter HVAC MN Contractor License #: Contact Person: JOE Office Ph: 612-8256867 Fax Cell Ph: Address 1: 4637 Chicago Ave. So. City MPLS. State. MN. Zip Code 55407 House Details Square Peet: 4851 sq. ft. Avg. Ceiling Ht 12.5 Number of Bedrooms: 3 ft_ Ventilation Balanced Total Ventilation Capacity : 265 cfm. Minimum Continuous Ventilation :60cfm. intermittent Ventilation: 205 cfm. Combustion Appliance Water Heater; Power Vent Input BTUs: 80,000 Independently Vented Fumace/Boiler: Direct Vent/Sealed Combustion Input BTUs: 80,000 independently Vented tither Combttation Appllances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Natural Draft Fireplace(s): No Exhaust Equipment Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 400 Make-Uo Air No Make -Up Air Required by Code Gas Fired Power Vent Fireplace(s): No Solid Fuel Appliance(s): No Combustion Ally Minimum Combustion Air Requirements Met. Applicant Name (print): Gj�- /fes Aiwittj Code Official (print): Signature/Dat SignaturefDatet © 2004 CcntcrPQint Energy Minncgasco. 2004 Mechanical Code Guidelines. - - - - - - - - - - - - - - - - - For Office Use Permit City of Eapn I Permit Fee: 3830 Pilot Knob Road Eagan MN 55122 Date Received: 1 Phone: (651) 675-5675 I I Fax: (651) 675-5694 Staff: I 2009 RESIDENTIAL BUILDING PERMIT APPLICATION'. Date: F Site Address: I WO O 5 C47 Tenant: J~ Egw~ Suite RESIDENT/ OWNER Name: JQ4' V- P,~Lf ,eV-- Phone: i' S / 5Zg - ,?6 3 7 Address / City / Zip: 4 U 5 Applicant is: ) Owner Contractor TYPE OF WORK Description of work: k_ Construction Cost: S70 0 cD Multi-Family Building: (Yes No CONTRACTOR Name: "elv- License Address: ro 4 y tJ~ urn cL 1 cti l City: _ ct State: M, V, Zip: sS I Z3 iA, E Contact Person: P l I T,J t(' ~l c Y Phone: ~ lv 1 Z 5 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Category 1 Minnesota Rules 7672 Energy Code • Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet Category Submitted Submitted submission type) • Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. 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 approva plans. x1f~ I~V~C~I/ly x Applicant's Printed Name Applicant's Signature Page 1 of .3 t I l DO NOT WRITE BELOW THIS LINE U SUB TYPES Foundation Fireplace Porch (3-Season) Storm Damage Single Family Ciarapie _ Porch (4-Season) Exterior Alteration (Single Family) Multi Deck Porch (Screen/Gazebo/Pergola) Exterior Alteration (Multi) 01 of Plex Lower Level Pool Miscellaneous Accessory Building WORK TYPES _ 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 DESCRIPTION Valuation 3cW Occupancy G-3 MCES System Plan Review Code Edition SAC Units (25%_ 100%_) Zoning City Water Census Code Y 3 y Stories Booster Pump # of Units - Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction Width oil REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final / C.O. Required Footings (Addition) t Final / No C.O. Required Foundation HVAC Drain Tile Other: Roof: Ice & Water -Final Pool: -Footings Air/Gas Tests -Final Framing Siding: _Stucco Lath -Stone Lath -Brick Fireplace: _Rough In _Air Test -Final Windows Insulation Retaining Wall Meter Size: Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES Base Fee / ?0 Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 Certificate of Survey TOLL BROTHERS OF r 1400 Corporate Center Curve 4905, 4907, 4909 STEEPLECHASE COURT Eagan, MN 55121 ^ ff " PJLVe REQUIRED or Retaining Vli'all Will gp~ g+~ ~1sRln9 _ " ~}ie!t' ~t wH' h gu1141n4 953.0 25 - 44 ~.pLLdITk° 50,0- .a of 50 11ory µ r 1 ¢ 9" i V/ E o olion sW Per > M.. ° d ,Kolar tan K-.Kuusislo I 9~ 941 6 • 944 t.P EL64P _ 31 950.9 V 1 _ TE:ING r ~ + A 1 men r ~r 94215 0 '16uI D s. Utility eos 4 p0 55 p0 V- Jam„ t a ~ O e's ! 4 a cP Oros o4e y~' 0 a7 950 5 g 1.~ EL ~ IN g a a, 9 9456 ~p~ ry 518 t 50. f0Q rf ; 2 945.7~,6'g$ 7.8 1~ R~ O r,6 . o SOD 41 { .P. LEV 1 t 943.0 .,9 W Il 94 6 944 ~.0 93 .5 p { % d 4 t7 a p a 945.5 0 95l• - V - 38. 1 m Q Q 9 1.6 951. 1 1 0~ 1 O ~ N ~ W T 3 ~ 951-6 94C4. a 48.3 451 6 ` 1 \ 2.4 . c 943.7 947. 952.1 l1 Rr Rgpp J tt o. 9 9.1 i-X944.1 951.fig~ g.tS1 e 6 i c 0 00 . g47.7~ 9 1.~ dr >tl4 { 37.8 9ie C Q4~o POND LP-7.2 alt tr 1 VV y q ty N 1 l EL V 44 4 t0 O .0. % NWL=919.0 / p 94 943.8 5.1 3 c 9 1.2 1 - N5 HWL=939.7 r f c 1 cod c~o a lE6 1 4 951. 95 5 1 m iD r, C- _ 951 B g51. l rOQ' e ''o d P 5 `f 49.E F qt 946.0~ 951.8i eo9e 952.8 ~`ILt 0 0~ 6 2 945.0 y 1 p YiQ osP iD ! % r f Q p 951 7 t $ I ty 52• t 943.6 '0 rP \ 1 1 ,a 'C1 7. O !v r l .P, ELE l * ~"d O } ~g 95l . e• g48 940.35 a s 1 Q G 950.7 1,2 o 937, 943.3 944.4 to N r g`P o ' + W ~tc~ ~O + 1 ` o 0 625 9 G b,g+,y4.5 to -.0 Lr~.t 94e.3 0. \ g , 9 4i 4 0 LEV_ , !g 95t~.4~3 = 951.5 . • ' , NORTH 'o eFe' 948 . . o G r. i P. ELEV- \ v 7 \ 9413 o°s 938.84 x5.5 Droinag & utility easement row rn•;, l $ o4e 9. over alt of OUTLOT C co 0 1' 0 30 937.0 Q S X938.9 X42 9 6 44 37 P. LEV= 940 44b.B .6 9337 + - SCALE IN FEET 97 BENCHMARK \f1E1\I\fED Top Nut Hydrant Lots 6&7, Block 5, Steeplechase Elevation - 961.02 feet (NGVD 1988) Mo i Rou lowest floor By elevation = 943.7 (4905 & 4907) ay;, = 944.2 (4909) San. Sewer Stub Elev.= 941.8 EAGA,N E.IVGINi<ktNta UrYI'. LEGEND per RLK plans dated 7/6/05 i Iron monument found = Drainage Direction AREA Offset Iron -840- = Prop. 10' contours from grading plan -842-- = Prop. 2' contours from grading plan Lot 1, Block 6 Area = 15,775 sq. ft. - = Drainage & Utility Easement - < - - Existing sanitary sewer Total Condo area = 703,324 sq. ft. 800.0 = Existing Elevation ---<<- - Existing storm sewer 20% Max, Coverage = 140,665 sq. ft. = Proposed elevation from grade - I Existing water Foundation Lot 1, Block 6 = 7033 sq. ft. or development plan 0 = Sanitary manhole Foundation Lot 3, Block 6 = 9073 sq. ft. -840- =Existing 10' contours - Gate valve Foundation Lot 1, Block 7 = 9074 s q. -842- 0 - Hydrant q• = Existing 2' contours p =Flared End Section Foundation Lot 2, Block 7 = 7106 sq. ft. = Retaining Wall = Catch Basin Foundation Lot 1, Block 8 = 6676 sq. ft. Foundation Lot 2, Block 8 = 6815 sq. ft. Bearings shown are assumed Foundation Lot 3, Block 8 = 6709 sq. ft. Foundation Lot 4, Block 8 = 6709 sq. ft, Foundation Lot 5, Block 8 = 9072 sq. ft. PROPOSED ELEVATIONS PROPOSED ELEVATIONS Foundation Lot 7, Block 8 = 8879 sq. ft. 4905 & 4907 4909 Foundation Lot 8, Block 8 = 8879 sq. ft. Total Foundation coverage = 86,025 sq. ft. Garage floor elev. = 953.0 Garage floor elev. = 953.5 Remaining coverage Available = 54,640 sq. ft. Top of block elev. = 953.3 Top of block elev. = 953.8 Lowest floor elev. = 944.7 Lowest floor elev. = 945.2 Lot 1 , Block 6 STEEPLECHASE DRAWN: CMH CHECKED: KMK Drawing File: 700\718-L1,B6.DWG O F E1\G /f ,HN Toll Brothers Lot #40-42 Project No. 2006-408-L DAKOTA COUNTY, MINNESOTA Subject to easements of record, if any. I hereby certify that this survey, plan or report was prepared by Duluth, MN me or under my direct supervision and that I am a duly Registered Ham Lake, MN R.LK Hibbing, MN f the State of Minnesota. Land Surve under the 1~1rrs Minnetonka o , MN • ~^r y Oakdale, MN December 11, 2008 INCORPORATED Phone: 952 933 0972 Fax: 952 933 1153 Kurt M. Kisch, MN License No. 23968 Date www.rlkinc.com 12-15-08 Rev. City comments 6110 Blue Circle Drive • Suite 100 • Minnetonka, MN 55343 Dec 15, 2008 10.5Bom PERMIT City of Eagan Permit Type:Building Permit Number:EA179783 Date Issued:10/19/2022 Permit Category:ePermit Site Address: 4905 Steeplechase Ct Lot:Block: Addition: Steeplechase Of Eagan PID:10-72540-10-042 Use: Description: Sub Type:Reroof Work Type:Replace Description:Includes Skylight Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. If water damage is encountered, please call (651) 675-5675 to schedule a site visit to verify the extent of the damage. Any repairs must be inspected prior to covering. The inspector will determine if an additional permit will be required to repair the water damage. Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: This permit shall be null and void if work does not start within 180 days of issuance, or if work is suspended for 180 days or more after started. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Meyer Family Limited Partnership Lllp % Rbc Wealth Management 8613 Us Highway 51n Minocqua WI 54548 Parkway Custom Construction Llc 1303 S Frontage Rd Suite 199 Hastings MN 55033 (651) 480-3797 Applicant/Permitee: Signature Issued By: Signature