Loading...
4877 Steeplechase Way . , SEVERSON,SHELDON,DOUGHERTY & MOLENDA, P.A. TO: John Gorder, Assistant City Engineer . FROM: Michael D. Klemm, Assistant City Attorney ~/J />lC CC: Robert B. Bauer, City Attorney Pamela Dudziak, City Planner (w/encl.) DATE: January 19, 2006 RE: City of Eagan - Steeplechase Our File No. 206-22398 John, please find enclosed for your records the following recorded easements. The enclosed documents are the originals except as otherwise noted: s. i, 1. Temporary Cul-De-Sac Easement (Easement No. 1064); 2. Trailway Easement (Easement No. 1063); 3. Conservation Easement (Outlot D) (Easement No. 1062); , 4. Conservation Easement (Outlot B) (Easement No. 1061); and " 5. Entrance Monument Easement Agreement (copy). -~-1 If you have any questions, please feel free to call me at 952-953-8832. Thank you. MDK/bsb ~ ~ ;v,~ : . . ! ~ ta,, j~ , , . _ a I~:f;~ -"r . t. ?::_~t, , t .x i"'; ~`~.ti:, c ~ f y,_ m„ - ~.f L,~~FV ' 1 ~I ' Li . ^ ~n /p/ ~ ~~cfl./l~'~GYk , ~ : i~. ~y~~, ~ ~ 5 ` a , „ u~, ~ , ~~e ~e~.~~ :a; ~ ~ ~ r, ~ i ~ c ? ~ . . ( > p 1--1 ~ ~ F YL~. ~ ~G~~% "r~ ~~C ~ .I.JC'~~~ ~ k$,~'-' ~ . , 2362I96 ~ S,~?~, W ~ ~ ~ ~ W ~ ~ G ~ coy¢Z ~ a ? W CJ D C.aZtwJ O~~ a W ~ C~ T ~ ~ ~ ~ p x ¢ W N CD O s~ U Q V O~ W F r m w n Wo~=_ d V o a = o ~ v ~a~o c°., ~ W° o O osoo a- m ? 3~ U W~ LLw N r s I ~ {~C¢cn o y~j U V . {L W Q p o ~3 ~ ~ LL TEMPORARY CUL-DE-SAC EASEMENT THiS TEMPORARY CLJL-DE-SAC EASEMENT is made this ~day of , 2005, between TOLL MN L.P., a Minnesota limited parinership, (hereinafter refe ed to as "Landowner"} and the City of Eagan, a municipal corporation, organized under the laws of the State of Minnesota (hereinafter refened to as the "City"). ~ WITNESSETH: ~ That the Landowner, in consideration of the sum of One Dollar and other good and valuable ~ consideration, the receipt and suf£iciency of which is hereby acknowledged, does hereby grant and ~ convey unto the City, its successors and assigns, the following: ~ A temporary easement for roadway purposes over, under and across those parts of Lot l, Block 4, and Lot 8, Block 3, STEEPLECHASE OF EAGAN, Dakota County, Minnesota, U according to the recorded plat thereof, which lies within the circumference of a circle ~i: having a radius of 50.00 feet. The center of said circle is a point 66.00 feet southerly from " the north right-of-way line and on the center line of STEEPLECHASE WAY of said STEEPLECHASE OF EAGAN. See also Exhibit "A" attached hereto and incorporated herein. This temporary easement shall expire upon the future extension of Steeplechase Way. The grant of the foregoing temporary easements for cul-de-sac purposes includes the right of the City, its contractors, agents and servants to construct, reconstruct, inspect, repair and maintain a roadway and appurtenances over, under, across and through the premises, to erect and maintain signs in conjunction with the public's use of said roadway and appurtenances and any signs erected in conjunction with the use of the roadway and appurtenances. And the Landowner, for itself and its successirs and assigns, does covenant with the City, its successors and assigns, that it is well seized in fee of the lands and premises aforesaid and has good right to grant and convey the easements herein to the City. • DATE REtEiVEd 9 q G S DAKaTA TY TREASURER-AUDiTOR ~ ~ • - IN TESTIMONY WHEREOF, the Landowner has caused this easement to be executed as of the day and yeaz first above written. DEVELOPER: TOLL MN L.P., a Minnesota limited partnership By. TOLL MN GP CORP., a Minnesota corporation Its: General Partner By: ~~1._`Y1fd~-- rts: c~. R~ STATE OF MINNESOTA) )ss. COUNTY OF DAKOTA ) The foregoing instrumeni was aclrnowledged before me this Z/"~ day of ~~^~Y , 2005, by ~j.(VI. ~/uanan , the President of TOLL MN GP Corp., a Minnesota corporation, the general partner of TOLL MN L.P., a Minnesota limited partnership, on behalf of the partnership. a Notary Pu lic APPROVED AS TO FORM: , JOHN J HELMER i.~~ A~ NDTAP~~ P~eLIC - 411NNESOTA ~A~ `~.~;`,;W I.ly Coinm. Expires Jan. bt. 201a City Attorney's Office Date: ~ (2~(0>'' APPROVED AS TO CONTENT: lG.it~'?G~ Pu ~ ic Works Department Date: '7 -26 -O~ . , THIS INSTRUMENT WAS DRAFTED BY: SEVERSON,SHELDON,DOUGHERTY & MOLENDA, P.A. 7300 West 147th Street, Suite 600 Apple Valley, MN 55124 (952) 432-3136 RBB: 206-22398 Easement No. 1064 , . . EXHIBIT A Granhic Deoiction of Easement Description Sketch STEEPLECHASE OF EAGAN ,a~,_.~_..,.._, -~~...~.---r-~--~q- - - ~ . ~ 8 I . I T - h ~ ~ . ~ - - ~1 ~ : w~ ~ a a o 1~ I~~ bl ° ~ ` I~~I ssl - / I ~ 1 J i I~ . , ~ ~ PROPOSEO OESCRMnOx A bTpo~ary eesemanl fd ree0 xay puryofn orop mEer rn0 I~ose OaM1~ ol bl I. BbcY n E Lpl B, 61ock 3. SiEEVLECr~wSE 0~ E~WN, Do~ola Ce.nly, uknroelo, o¢an~np ~o tne .ecaaea mm mv.oi. .n2n rn .nnm m. c:mmloerce or a n~u. no.:.q o.o0yc et so.oo 4et. me eenlw of wtl c:tl~ N e pdnl 66.00 leet aautnerlY pem Ne nwl~ rlgM-ol-~al li~e piy p~ (pv ~en~a In~ ol SIEfGIEf}145E WAY el wN SIEEPLEM~SE Of EACAN, 1 I~ereCy ee~rlilm iM1e! tnia fu.vey. plan o. repwt Wm OreporeE !Y / ~ulu1F. MN. Lma~ r~m~ y Oirecl w0ernven m0 I~e1 am a Culy RaOy~ereU Nlbbinp. MN. ~M Vn~[I I~C IY~a O~ 1~~ $l01[ O~ MTnMOIO. ~K Mln~[OI1RV. MN. .Llv 5. NNIS ~ PMM: (952) B33-OGT3 Fmc (9b2)993-H53 Kutl M. NiKR MN L'Kenee No. 2d96B CO~e www.tlk-kuwlcb.nom ~.o aw eK.. o...euiu wm.u~.~,.~„w, ~.rv. ew.a _ _ Lo-~ ~ ~ zoo6 RESID NTIAL BUILDING rE~rr arrLicnTioN 4:P ~3~^so ~o,, City Of Eagan Pp ~3leFf l: GO 50 3830 Pilot Knob Road, Eagan MN 55122 mp -~~ga'. ~ ' Telephone # 651-675-5675 FAX # 651-675-5694 New Construction Reauirements RemodeUReoair Reauirements Office Use Onlv 3 reg'isfe2d ske surveys shovring sq. ft. ot lot, sq. fl. of house; and all rooted areas ? 2 copies of plen SMwing tootings, beams, joists Cert of Survey Recd _ Y N~9/6 3~~ (2D% maz'vman ~ot coverage allowed) {J, W. i set of Ene~gy CakWations for heated additlons Tree Pres Pmn Reoi _ Y_ N?' 2 cop~es of plan showing beam 8 window s¢es; poured found design, etc. 1 site survey for additions & deckc Tree Pres Required _ Y_ N 1 sel of Ene~gy Calculalions AddRion • indicete Kon-sHe sepGc system Dn-sde Septic Syslem Y_ N 3 copies of Tice Preservation Plan B lot plafled afler 7Nf93 ~r~11p ~ C~~ : 5G ~ 1• 3 9 Rim Jo'st Detap Options seledion sheet (buildings wiU~ 3 or fess unds~ ? ~,L / S S p~ p~ Mirmegasco mechanical ventilation form .7~~ ~ l 0 32 Date ~~l I~ ConstrucHon Cost ~90i OU~. Site Address ~ ~r}P~~GI' UniUSte ='1 ~ c~ -O ~2Clno.. Description of Work ~s'^ v~ ~P~2~fC!'\ ~°t 9~~ Multi-Family Bldg _ Y~ N Fireplace(s) _ 0 ~ 1 _ 2 Property Owner ~i ~~~y ~~,L Telephone # (6~ ) 707 - Z2 FiY> Contractor ~.~1 JJ(~J ~ V~(. Address ~ ~d ~2 r ~AfUt~ C~~3' State 6 • Ivt, Zip ~Sl Z-! Telephone # (dS'~ ) 7 - ~ `12 ~ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minneso les 7~2~ ~ " ~ D Energy Code Category - Minnesota Rules 7670 Cateeorv 1 - . Residential Ventilation Category 1 Worksheet • New E (~~dVZIc~eW,.OC (Jsubmissionlype) Submitted --5ubmkted LU V • Energy Envelope Calculalions Submitted /1~„ l_- ~ V \J In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master planZ _ Y _ N if yes, date and address of master plan: Licensed Plumber ~ Telephone #~7~) ~~16' I00 MechanicalConlractor ~2-~ ~n,~i11_~~ _ Telephone#I~Z) ~tSZS-b5~67 Sewer/WaterConhactor ~ 51^/~ Telephone #(d ~)y~(i0- l~S~ 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 start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. ~~d~~ c~~~--~ , ApplicanYs Printed ame ApplicanYs Signature z~~ls3~,Z ? DO NOT WRITE BELOW THIS LI1VE ,~,,T. , Sub Tvpes ? 01 Foundation ? 07 OS-plex ? 13 18-plex ? 20 Pool ? 30 Accessory B~dg ~ 02 SF Dwelling ? OS 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ~ ? 03 Ot of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. O 05 03-plex ? 11 70-plex 0 19 Lower Level O 24 Storm Damage ? 06 04-plex ? 12 12-piex 25 Miscellaneous Work T es 31 New ? 35 Int Improvement ? 38 Demolish Interior O_ 44 Siding ? 32 AddRion ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteretion ? 37 Demolish Building` ? 43 Reroof ?.46. Windows/~oors ~ ? 34 Replacement ~ ~ ~ - ~ •DemoiWon (Entire Bldg) - Give PCA handout to applleanf , , ~ ~ , DBSC~Ipt10I1: WaterDamage_Yes Valuation ~ Occupancy =3 MCES System Plan Review ~ 00% or _ 25% p Census Code ~0/ Zoning ` v City Water ~ t~p - SAC Units Stories ~ Booster Pump # of Units 4'/ Sq. Ft. .2~ J~.~ PRV # of Bidgs d/ Length ~ Fire Sprinklered Type of Const Width ~ • REQUIRED INSPECTIONS ~ Footings (new bldg) Sheetrock Footings (deck) ~ FinaVC.O. Footings (addition) FinaUNo C~. ~ Foundation _ HVAC Drain Tile Other Roof ~ Ice & Water ~ Final Pool Ftgs Air/Gas Tests Final ~ Framing = Sidiag _ Stucco Lath _ Stone Lath _ rick Fireplace ~ RI. ,~'Air Test ~ Final Windows ~ Insulation _ Retaining Wall Approved By: Building Inspector _________~_~~_~_w~~------ Base Fee ~ / -_-~/,v F,,•~ 13J,.a ~ 2 1~7t ~ /,`l % 3/ ~G,~ . surcharge ~srr~~ ~~Gg ~5y~ //3 ~~G Plan Review l 30/ ~ /y ~ ~~Ar« ~-~s5 C~ ~y- /~oG9~ nncrES sa.c c~tysAC Sp~~?Sx ~ht; @ IG`~ / 3 53~ Utility Connection Charge ~ S&W Permit & Surcharge Treatment Plant License Search ' Copies Other Total I Permi[ Numbar ' REScbeck Compliance Certlficate crood~oaay~nare 2003IECC RESche~k 3aftware Ve~on 3.6 Aeleaee ] I?ata file~ame: Gorcoran Fade~al•004.cck PROJEGT 71TLE: Staplechase at Eagan CffY: MioneapoGs STATE: Mirmesoha HDD: 7981 coxs~ucTTON ~eE; ss~~ F~y WINDOW / WALL RAT10: 0.1 S DATE; p5l03/06 DATS OF YLANS: 04/25/2006 PRaJECf DESCRIP7TON: SOeeplxhave atEag~m • Si~atures 4889 Pilot Knoh Raad, Lot# 009 Eagm, MN 55122 D&SIGNERICONTRACTOR: Toll Bmlhecs Inc. PR6IECCNOTES: L~levatiotv Fed~al Options: 017;190 COMPLL4NCE: Passes Maximum UA = 756 Yaur Hane UA = 691 .~Bedvr7l~ Gode (Ue~ Gross Glesing Areaoc Cavity Camk oiDoor Per~eherR•Vs1ueR•Va]ueU-Pactvr UA F(at Cei6ng Flat Ceiliug or 5cissor Truas 2700 44.0 0.0 73 Wall Ceiling: Flat Celing or Scissar T~uss 39 44.U 0.0 1 Geragewall: WaodArame,l6" o.c. 23& Z3r0 0.0 18 DoorS: Solid 17 0.100 3 Rnee Waq: Wood Fiame,l6" o.c. 489 ~,Q O.Q 40 Band loist: R'ood Fmme,16" o.c. 327 19.0 0.0 Zfl Hxteria Wall 6": WoadFcame,l6" o.c. 2647 19.Q U.0 l21 Window 2: V'ury] Pcame:Double Pmte withLow E i06 0.360 182 Daar7: Salid 36 0.200 7 Door S; Glass 139 0.350 49 Basement wall t: soL'd Conaete or Masonry 1530 0.0 ] IA l36 w~un~;~ht s.a~ Depthbelaw gcade: 7.5' Inaulation depth: 7. S' Window 3: Vi~] Preme:Daub(e P~e with I.ow-E 11 0.360 4 ~ g; G~,y,y qQ 0350 14 Flaor Ovec Garage: All-WoodloisNCross:OverUnconditioasdSpace 568 30.0 0.0 19 51ab on Grade: Slab-0n-0~ade:Unheated 5 5.0 4 lneulafian depfh: 2,a' FwnaaG l; Farc~d Hot Au, 92 AFUE A'v Conditioner 1: Electric Centtal Au',13 SEER COMPLIANCE STA7'IIvIIIVT: 1'he pmpoaed building design dasaibed here is r,onsistCnt with the 6uildiog Plsos, apeci6caGone, and otber calculations eabmiitedwifh the petmit applicatiou. "1'he pmposed 6uilding has been deeigned ro meet ihe 20031ECC nequicements inRLScheck Vereion 3.b Releese 1(6omerly MF.Ccheck) and to comply vrith the mandatay np~tod in the t~fi3c)reck Inapec6on (Becklis~ i ~j(~ BuilderNeaigner__~, ~ . ti, , LOT SURVEY CHECKLIST FOR RESIDENTIAL ' BUILDING PERMIT APPLICATION ~ PROPERTY LEGAL: Lo`~' J ~ B a-IC~y S 2.C L O DATE OF SURVEY: Il IOIs • LATEST REVISION: m rn c m _ U `v O z ¢ DOCUMENT STANDARDS ~g p? . Registered Land Surveyor signature and company ? 0 • Building Permit Applicant ? ? • Legal description ? ? • Address ~ ? ? • North arrow and scale • House type (rambler, walkout, split w/o, split entry, Iookout, etc.) • Directional drainage arrows with slope/gradient % • Proposedlexisting sewer and water services & invert elevation .e' ? ? • Street name .B • Driveway (grade & width - in R1W and back of cur6, 22' max.) ~ ~/0 ? • Lot Square Footage " d' ? ~ • Lot Coverege RI~/" ELEVATIONS Existin ~ ? ? • Property corners • Top of curb at the driveway and property line extensions • Elevations of any existing adjacent homes - 51,oW ~opo5e.d e~i0, oF (b~••~-.~o So~,,{~, ~ L Z~ Q4, • Adequate footing depth of structures due to adjacent utility trenches ? .0' ? • Waterways (pond, stream, etc.) Prouosed Pf ? ? • Garage floor ,B ? 0 • Basement floor ? ? . Lowest exposed elevation (walkouUwindow) ~ Jd' ? ? • Property corners 11 !,{yF/~ 0~ • Front and rear of home at the foundation - SI~~J d+'mfnSi a~ ~~C~~ta' a~ +~eS^Q . c~.E~-~ rn,~r ~C~G - ~ f~; ti:sh~f ~tl,e.n ualkAw~ e lW - PONDING AREA (if a~plicablel ? ~ ? . Easement line ? j~J ? • NWL o ~ ? • HW~ ? jd' ? . Pond # designation ? g ? . Emergency Overflow Elevation ? ~ ? . PondNVetland buffer deiineation Y U . Shoreland Zoning Overlay Distrid Y ~R • Conservation Easements , DIMENSIONS ? ? • Lot Iines/Bearings 8 dimensions ? ~ • Right-of-way and street width (to back of curb) . Proposed home dimensions including any proposed decks, overhangs greater than 2', orches etc. (i.e. all strudures requiring permanent footings) - jd' • Show all easements of record and any City utilities within those easements • Setbacks of proposed structure and sideyard setback of adjacent existing structures .p ? ? • Retaining wall requirements: Reviewed By: L„~~„ ~A Date~~~b G:/FORMSBuilding Permd Application Rev. 11-26-04 ~ ~1 I r.[~r-^r ~11LL.L.i\~_.~ ~ N89°45'06"E 3:9 AAaxirr~,ee~ slopea , 143.42 ~R~~;,~~'~"~ Certificate of Survey 79.9 ^ 980.1 &~.8 9 .6 977.9 7S.$4 ~ 98a.5 INST~1~6 ~ oF ~ ~ ~ ° i pE~f~~~~ 6~~Y / ry Top I.P.= o~~=~o o~ 4877 STEEPLECHASE WAY ~ ~ 981.65 _ 9$.$.$Q Q ~r~ o~ ~.gv.o ~ 989.6. ~~Jh ~ ~pt/ ~979.2 i~~ 832 p buifdin9 Potl P89.9, 990.0~ e~ C~ zs / S / N gro0in9 Plon ~ O~ ~A (C ~ , ` s°5 ry~ r ~ TOLL BROTHERS ~ 1~. j o /64.92 990.4 0 a = 3.~ ~ ~ i ~ ~ : /rj o Q ~ 9, 845 ,9849~ P~oposed ~ _ Q ~ w 1400 Corpotate Center Curve ~ C~ v ~ ~ noo~N 990 goro e ~ ~ d" ~ Ea an MN Zi 55121 r~ ~ o~~ 17.624 SF ~ P~ sa / o x 990. ~ ~ I ~ 9 ~ P (L ~.c F o a,. e~ ~ N p~ 984.4 L 9B . 990.3 990.1 ~ n/ ~/nr\{ /n/ V' 'OV//983.3 2.0 8[~3 v~-~a~i rioi I ~ ~ ~I r~, ~~~^V1O~VV~D ~l v n~ a~IN' O p 0~984.61.33 ~ J.33 ~ ~ ~ v (~p~ 1/Y/ ~pN c~~' 0 O.Y N m c I ~ Z W IJ11e - 982.34 ( 2.0 ~,v ° o ro osed ~ nrn 3 a ~c `o ~ P P cu. - .8Y a °D drveway I ~ ^ ~ / 983.8I q . 73} I I S.3io ~ ~+Y ~I~~~C a(. 'a / 9848= a~ r w BUILDIf~G IPISPECYIOR9S ~7d~SS0~1 ~ 962.9 3G.83/ ~ ~ L 98 . 89 989.6, ' r^ 9 ~ ~ ~ ~ - o _ 7S.7cJ ~ ~ TB ~Jl o~ ,~8 To I P= sso 0 46 91 ~ o r ~ pp ~ .UC.) 989.93 9a . B ~ To I.P.= I ~ NORTH 9s sz S87°23'52"E ~ y^tQ / /~/L ~ ~ ~NW R~IM1/~/1 )CJ ~ ~ fV z ~ ~ m ~ ~ ~H' ~ ~ ~ WO House LEGEND ~ • Garage right D 30 Minimum lowest floor Iron monument found Drai~iage Direction elevation = 985.0 0= Iron monument set and marlced -840- = Proposed 10' contours from grading plan SCA~ with license No. 23968. -842- = Proposed 2~ contours from grading plan BENCHMARK Offset iron -840- = Exist?ng 10' contours To Nut H ant Lots 6 and 7, Biock 3, ~ -~4~ Existing 2~ contours P Y~ = Drainage & Utility Easement Steeplechase of Eagan Existing sanitary sewer pevation = 989.56 feet (NGVD 1988) eao-o = Existing Elevotlon = Existing storm sewer PROPOSED AREAS PROPOSED ELEVATIONS a Proposed elevation from grade - I-= Exfsting water m SITE BENCHMARK or development plan p = Sanitary manhole qrea of Lot 1. Block 4= ~7.624 Sq. Ft. Garage floor elev. = 993.4 ~ Top of offset IP opposite northeast ~ = Gate valve proposed House = 2 95~ Top of 61ock elev. = 993.7 m comer of building envelope. Bea~ngs shown are ossumed ~ = Telephone Box Proposed Driveway = Q• t• Lowest floor elev. = 9~•~ o pevation = 981.65 feet Son. Sewer Stub Elav.= 981.5 Eg Percent of Lot Coverage= 16•8 % ~ ~ _ ~ectrical Box = L o t 1 B I o c k 4 ~rawing File: 7DO~L4.B7 .DWG 7 Project No. 03-730-XL U ° STE E P L E C HAS E Toll Bros. Code= ~ 9, AO ORDER ~ 1510 w I hereby certify that this survey, ptan or report was prepared by ~ Duluth, MN_ ' O F EAGAN me or under y irect supervision and that I am a duly Registered Hibbing, MN. Ham Lake, MN. M Lond 5urve e lou~i;~ithe 5tote of Minnesoto. ~ Minnetonka, MN_ n ~ % DAKOTA COUNTY, MINNESOTA T~~ May 11. 2oos ~rO L~ Phone: (952) 933-0972 ` 5ubject to easements of record, if any. Kurt M. Kisch, \ l Fax: (952) 933-'I 153 'm MN License Plo. 23968 Date www.rlk-kuusisto.com ReNee~ Px pty Cpnmante Date May 3~. 2006 61'YO Blue Circle Dr. •Suite #'I00 •Minnetonka, MN. 55343 0 ,F I Feb_2.3__20071i 9_39AM6~2s252ae3 RAY N WELTER HE417ING No. 9~8~ P:..~ 92/02 Date: ?J22/07 Revision DOte; 2/22l07 New Constrvetion Site Informatlon Address 1; 4677 Steeplechase Way Project Steeplechase of Eagan Address 2: Lot #pp9 Blook: City, Eagan County: Subdivielon: , ation Business Name: Ray N Welter FIVAC MN Cont~actor License Contact Person: JOE OfAce Ph: 61a-e256867 Fax: C~I Ph: Address 1: 4637 Chicago Ave, So. City: MPLS. State: MW. Zfp Code: 65407 ouro Detalls Square Feet: 6455 sq, ft. Avg. Ceiiing Ht: 1Q ft. Number of Bedrooms: 4 Ventilation_: Balanced . Total Ventila6on CapgGy : 282 cfin. Mlnimum Continuous Ventilation :75dm. Intertnittent Ventilation: 207 ~n. Combustion Acnliance Water Heater. Power Vent Input BTUs: 80,000 Independently Ver~ted Fumace/Bollet 1: Direct Verrt/Sealed Combustion input BTUs: 100,000 Independeritly Vented Fumace/Bailer 2: Dire~t Ven~/Sesled Combustior~ Input BTUs: 80,000 Independer~tly Venbsd Other Combusiion Auolian~s ~ Ges Fired Diroet Vent Flreplaca(s): Yes Ga~ Fired Power Vent Fireplace(s): No Oss Fired Natural Draft Firn.p~ace(s}~ No Solid Fuel Appliance(s): No Exhaust Eouloment Con6nuous Exhaust Vontilation Cdpacity (cfm}: NA Clothes Dryrer (ctm); 135 Exhaust Fan RaHng (cftn): 6Q0 Meke-Uo A;r No Make-Up Air Required by Code Combuatlon Air Minimum Com6ustion Air Requirements Met. Applicant Name (print): /~R /fi,c._ f,,,~ Signature/Date: 7~~~~ Code Offiaal (print)~ SignaturelDate. t`r 2004 Cmtapal,~t Energ~r ~n~ega~CO, 2004 Meohenieal Code duidellnes. pege y ~ r _ _ SEP-14-2006 12~39 215 736 9774 P.02i07 ~ Per~tN~ber _ %v -J q REScheck Compliance Certificate Checked By/Dnte 2003 ~ECC RESeheckSoRware Version 3.6 Release 1 Daffi fi]en3me: K:\ ENGII~IEERING SERVICES\ HVAC DEPT1_Encrgy CaleulationsVvlNlStecplccLasc of Eagan - Signatures10091Corcornn-Fcderfil-009.rck PR07ECI' TITLE: Steeplechase at Eagan C11'Y: Minntapolis STA7E: Minn~sota FIDD: 7981 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.18 DATE: 09/13/06 DATE OF PLANS: 09/13/2006 PR07ECT DESCRIPTION: Steeplechase as Eagan - Signutures ~4$Sfii~ilat Knob Road, Lotl{ 009 . 6agan, MN SS122 1^,~,~/ ~~7 J~~~~~ v - / DESIGNER/CONTRACTOR; Toll Brothers Inc. PROJECT NOTES: Elevatioa Fedecal Oprions: 017, 190 Completed by: Kuajal Ystei COMPLIANCE: Passes Maximum UA = ~42 Your Home UA = 633 14.9% Bctter 17~aa Code (UA) Gross G~g A:ea or Ca~ity Cnnt. or poor erimeter R-Value R-V 1-Factot fA Flae Ceiling: Flat Ceiliag or Seissor Tni&s 2700 44,0 0.0 73 Wall Cciling: Ftat Ceiling oc Scissor Tnus 39 44.0 0.0 1 Garagewall: WoodFremq 16"o.c. 238 ]9.0 0.0 13 Door 5: So}id 1~ 0.200 3 Xnee Wall: WoodFcamc, 16" o.c. 489 13.0 0.0 4~ SEP-14-2006 12~39 215 736 9774 P.03i07 Exterior Wa116": Wood Frame, 16" o.c. 2G73 79.0 0.0 118 Window 2: Vinyl Fram~:Doublc Pane with Low-E 530 0.360 191 Dooi 7: Solid 36 0.200 7 Door 8: Glass 139 0.350 49 8asement WaIl 1: Solid Concrctc or Masonry 1488 0.0 11.0 78 Wall height: 8.0' Depth bdow grade: 7,5' Insulation depth: 7.5' Wmdow 3: Viny1 Frawe:Double Pane with Low-E 52 D.360 ] 9 Door 9: Glass 40 0350 ]4 F'loor Over Gdrage: All-Wood Joistlinus:Over Uxuondirioned Space 566 30.0 0.0 19 Slab on Grade: Siab-On-Grade:Unheated 5 5.0 4 fnm+lntion depth: 2.0' F~aaaco 1: Forccd Hot Air, 92 AFUE Air Conditiooer 1: Electric Cenu~al Aic, 13 SEER COMPLIANCE STATEMENC: T7te proposed building design descnbed here is consistent with the building plans, speci5catioIIS, and othtl calculatioas submitted with the pe~it applicatioa The proposed buildiag has been designed to meet the 2003 IECC requiremeau in RES checkVersioa 3.6 Release 1(formerly MECcheel~ ond to comply with the mandacory requiremeas listed ia the RFS checkInspection Checklist. I f:ereby certi:y ;t.~ this plmy apai. ~j 17? O~ Builder/Designe: ficeiion. or rcfwrt u~us PrcDS?ed by Datc m: or mua my dinxt supe~visiaa and taat t am s duly I.iocmed Nrofes.eionel Eng~eer uodatbe laws ot the Sta~ of Miwksota. Print \ame: Ll A M GROSSH Si}~at:uc: ~ ~ Darc ~3 ob Lia~so q14835 SEP-14-2096 12~40 215 736 9774 P.04i07 . 'REScheck Inspectioa Checklist 2003 IECC REScheckSoRwaze Version 3.6 Release 1 DATE: 09/12/06 PROJECf TITLE: Steeplechase at Fagaa Bldg. ~ Dept ~ Use ~ ~ ~ CeiLings: ~ l. Flat Ceiling: Flat Ceilmg or Scissor Truss, R-38.0 caviry insulaaon ~ Coxrunenta: ~ 2. Watl Ceilin,g: Flat Ceiliag or Seissar 1Yuss, R-38.D cavity iasulauoa I Cpmmenfa• ~ ~ ~ Abovo-Grsde Walls: ~ 1. Garage wall: Wood Frsme, 16" o.c., R-19.0 caviry insulation I Comments: ~ 2. Knee Wall: Wood Frune, 16" o.c., R-13.0 cavity insulatiou ~ Co~ents: ~ 3. Band Joist: WoodFr~ne,16" o.c., R•19.0 cavity insulation ~ Comments- ~ 4. Exterior Wall 6": Wood Frame, 16" o.c., R-19.0 cavity insulatian ~ Coaunents: ~ ~ Basement Walls: ~ 1. Basc~r,ent Wall 1: Solid Concrete or Mesonry, 8.0' htl7.5' bg/7.5' insul. ~ R•11.~ continnousinsulation ~ Commcnu: ~ Exterior iasulatioa must have a rigid, opaque, weather-resiseant protective cove:ing that ~ covc~ the exposed (above-grade) insulation aad extends at least 6 in. below grade. ~ ~ ~naows: I 1. Window 2: Vinyl Frame:Doublc Pane with Low-E,'U-factor: 0.360 ~ Foc windows without labeled U-factors, describe feanuea: ~ # Pencs Frama Type Thesmal Brealc? [ j Yes No ~ C~nenrs: ~ 2. Window 3: Vinyl Frame:Double Peae with Low-E, U-factor: 0360 ~ For wiadows without lahelcd U-Facton, descnbe feaNres: ~ # Panes~ F:ame Type Thetmsl Bmak? I] Ycs No ~ Commonts: - ~ ~ Doors: ~ 1. Door 5: Solid, U-factor. 0.200 ~ Commenis: ~ 2. Door 7: 5olid, U-factor: 0.200 ~ Comu~ents: ~ 3. Door 8: Glacs, U-factor. 0350 SEP-14-2006 12;40 215 736 9774 P.05i07 ~ Commen~: ~ 4. Door 9: Glass, U-factor: 0.350 ~ Commenrs: I ~ Floors: ~ 1. Nloor Over Garage: All-Waod JoisUTruss:Over Unconditioaed Spacc, ~ R30.0 caviry ins~ilation ~ Comments: ~ 2. S1ab on Grade: S]aFrOa-Grade:Unheatec~ 2.0' iasulation depth, ~ R S.0 convnvous uosuIation ~ Comments: ~ Slab iaaulatioa to extend down from the wp of the sla6 to at least 2.0 f~. OR down to at ~ least the botwm of tl~e slab thca horizontally for a tatal distance of 2.0 ft. ~ Exterior insulation must have a rigid, opaque, weather-zcsistant protective covering that ~ covers the exposed (above-grade) insulation and extends at least 6 in. below g~ade. ~ ~ Hcaling and Cooling Equi~rment: ~ 1. FLrmee 1_ Porccd Fiot Air, 92 AFi1B or hip~ex ~ Mske aad Model Nmaber ~ 2. Air Conditioaer 1: Flectric Centrai Air, 13 SEER or lusher ~ Make and Modet Numbet ~ ~ Air Leakage: C] I Jo~na, p~~ri~, other such opeuings in the building envelope tLat aze sources of air ~ lcakage must be sealed. ~ Recessed lights imastbe 1) Type IC rated, or 2) iastalled iagide an appropnate air-right assembly ~ with a 0.5" clearance from combusdble matexiaL,_ If non-IC rated, the fixRUe must t+e insralled wi[h a ~ 3" cleazancc &om insnlatlon. ~ ~ Skyllghts: ~ Minimum ~.q~tian requi[emeIIt for skylight ehaft9 ~qusl to or ~cater than 12 inches is R 79. ~ ~ 'Vapor Retarder: L] ~~4uired on rhe waim-ia-winter side of all non•vented fiamed ceilings, walls, and floors. I ~ Materials Idcutification: ~ Materials and equipment ~st be installed in accordance with the manufacwre~s installntion inshvctions. ~ Materials and equipment must be iden~fified so that compliance can be detemrined. ~ Manufacwrer manuals for all installed heating aad coo]ing equipmcnt and service water heating ~ equipmeat must be provided. ~ Insulation R-valvrs, glazing U-facwrs, end hraring snd cnoling equipment efficiency must be cleazly ~ marked on the building plans ox speciticarions. ~ ~ DuctYnsWatlon: ( J ~ Supply ducts in imconditioned attics or autside the huilding must be insulatcd to R-11. ~ Retraa ducts m unconditioned attics or outside the building.mut be iasulated co R-6. [ J ~ Supply ducts in uncondidoned spaces must be insulaced to R-11. ~ Retum ducts in ~mconditioned spaces (except basemeatc) must be iasuIated to R-2. ~ Whexe c~derior walls are used as plewms, the well must 6c insulated to R-11. ~ Insulation is aot required on retusn ducrs in basemenu. ~ ~ Duct Conswctioo: SEP-14-2096 12~41 215 736 9774 P.06i07 ~ Duct connecrions to fl~ges of air dism'bubon system equ~ment must be sealed and mechanically fas~ened. ~ All joinrs, seams, and co~ecoons muet be seciaely fastened with welds, gaske~, mastics (adhesivw), ~ mastic-plus-embedded-fabxic, or tapes. Tapes ead mas~tics must be rated L1L I S 1A or LJI. ] B 1B. ~ F~rception: Continuously wclded and locking-typc laagitudina] jaints and seams oa ducss ~ opeiadng at ]ess than 2 in. w.g. (500 Pa). ~ The HVAC syetem ~st provide a means for balenciag air and water systems. ~ ~ Tempcrature Coatrola: ~ Thermospu arn required for each separate HVAC system A menual or auromavc mcans to ~ paztially restrict or shu[ off the hrating andJor cooling iaput to each zone or floor shall be provided, ~ ~ Service Water Heating: - ~ Waten c~atccs with vertical pipe risers must have a heat hap on both nc~ uilet and outlet uoless rhe ~ water hoater has an integrel heat trap or is part of a circulating sys(Pm [ ~ ~ Tnsulat¢ cfrculating hot water pipes to rhe levels in Table 1. ~ ~ CircWating Aot Watv Systems: ~ Insulatn circulating hot waur pipes to the icvels in Table 1. ~ ~ Sw[mming Pools: L 7 I+~11 t~eated s~w'~ng pools must have ea onloff heater switch and require a covcr unless over 20% ~ of the heating eaergy is from non-depletable souices. Pool pumps requ ire a time clock. I ~ Heatlng aud Cooling Piping Insulation: ~ HVAC piping conveying fluids abo~e l05 or chilled fluids bclow 55 °F must be insulatcd m rhe ~ levels m Table 2. SEP-14-2006 12~41 215 736 9774 P.07i97 Tnble l: Minimum Insulatun Thickrte.ss fnr Circylcting flot R'aterPlpes ~ Tnsulation T'hjcF~teSS in Inchev 6y~jp Cgyi~~s ~ Heated WOte[ Non-CfrculaNna ~no ~ts GYr ila inoMBin~r gndRunouLc 'Cemnerature ( P) ~jp tn 1~~ L1n ro 1• " 7.5" to ..0" OveY 2„ 170-180 0.5 1.0 1.5 2.a 140-16Q 0.5 0.5 1.0 1.5 100-130 0.5 0_5 0.5 I.0 TableZ.• Minimunelxsu[atioaThickarssjorHVACPipex Fluid Temp. Tnsuladon Thickness in Tnches by Pine Si2cs Piui,ne.~ 'v. ~~w~- $SIIE~..~.F,1, 2„ Runouts 1" and Less 1.25" m 2" Z.5" to Q" Heating Systems Low Pressurelfemperatvre 201-250 1.0 1.5 1.5 2.0 I.ow Temperatu:e 120-200 0.5 1.0 1.0 1.5 Steazn Coadnasate (for feed water) Any 1.0 1.0 1.5 2.D Cooling Systems Chilled Water, Refrigerant, 40•55 0.5 0.5 0.75 1.0 aad Biine Below 40 1 0 1.0 1.5 1,5 N07'~S TO FTELU (Bwldmg pepaz~cnt Use Only) TnTOi o ra~ BO~SE" Double 1-314" x 9-1/2" VERSA-LAM~ 2.0 3100 SP Floor Beam1F608 BC CALC~ 9.3 Design RepoA - US 1 span ~ No cantilevers ~ 0/12 slope Thursday, September 14, 2006 17:16 Build 025 ~7 ~ 7~ File Name: BC CALC Praject Jo6 Name: TOLL BROTHERS INC. Description: F608 Address: ~STEEPLECHASE WAY Spec~er: City, State, Zip: EA AN, MN Designer: JUSTIN S. Customer: Company: LYMAN LUMBER Code reports: ESR-1040 Misc: BASEMENT HEADER (LEFT SIDE OF HOUSE) ~ ~ I I I I I I ' ! ' I ' I I I I I I I I osos-oo . , , eo B~ LL 3536 Ibs LL 3536 165 DL 1270 16s DL 1270 Ibs Total of Horizontal Design Spans = 05-09-00 Load Summary Live Dead Snow Wind Roof Live Tag Deseription Load Type Ref Sfart End 100°~ 90% 115% 133% 725% Trib. 1 Standard Load Unf.Area(ps~ Left 00-00-00 05-09-00 40 10 O~r00-00 2 Conc. Pt..(Ibs) Left 02-10-OS 02-10-08 5922 2198 n/a Controls 5ummary vai~e %Allowable oura~ion ~oad case Span Location Disclosure Pos. Moment 12695 ft-Ibs 91.0°/a 100% 1 1- Intemal Completeness antl acwracy ot input must End Shear 4581 Ibs 72.5% 100% 1 1- Left be verified by anyone who would rely an Total Load Defl. LI557 (0.124") 43.1 % ~ ~ output as evidence of suitabi~iry tor Live Load Defl. Ll759 (0.091 47.4% ~ ~ particular application. Output here based Max Defl. 0.124" 12.4% 1 7 on building wtle-accepted design properties and analysis methods. Span / Depth 7.3 n/a 1 Inslallation of BOISE engineered wood products must be in accordance with NOYBS current Installation Guide and applicable building codes. To obtain Installation Guitle Design meets Code minimum (L1240) Total load defledion criteria. or ask quesnons, piease cau Design meets Code minimum (U360) Live load deflection criteria. (aoo)z32-o7aa betore instanation. Design meets arbitrary (1") Maximum load deflection criteria. eC cn~c~, BC FanktEft~, n~s*^~, Minimum bearing length for BO is 1-7/8~~. ALLJOIST~. 8C RIM BOAR~'"', BCI~, Minimum bearing length for 61 is 1-7lS". BOISE GLULAM^^ SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + SYSTEM~, VERSA-LAM~, VERSA-RIM 1!2 intermediate bearing PLUS~ , VERSA-RIM~, Connector Manufacturer. USP Strudural Connectors VERSA-STRAND'"', VERSA-STUD~ are trademarks of 8oise Wood Products, Connection Diagrem L.L.C. ~ b tl a o ~o 0 c o o 0 e a minimum = 1-1/2"c = 6-1l2" bminimum=4" d=24" e minimum = 1" ConneCion design assumes point load is'top-loaded'. For connection design oi'side-loadetl' point loads, please consult a technical representative or professional of Record. Install Screws with screw heads in the loaded ply. Member has no side loads. Concentraled loads are not consitlered in side load analysis. Connectors are: WS35 1/4 x 4-112 Page 1 of 1 BO~SE~ Double 1-3/4" x 9-1/2" VERSA-LAM~ 2.0 3100 5P Floor Beam1FB05 BC CALC~ 9.3 Design Report - US 1 span ~ No cantilevers ~ 0/12 slope Thursday, September 14, 2006 17:00 Build 025 Y~~ ~ File Name: BC CALC Project Job Name: TOLL BROTHERS INC. Description: FBOS Address: .48~&STEEPLECHASE WAY Specifier: City, State, Zip: EAGAN, MN Designer: JUSTIN S. Customer: Company: LYMAN LUMBER Code reports: ESR-1040 Misc; HEADER IN BASEMENT UNDER FIREPLACE i i i i ~ i I I I { ' I I i i I ~ I I . ~ ~ a :.OS-O6-00 ~ BO 81 LL 770 Ibs LL 770Ibs OL 218 Ibs DL 218 Ibs Total of Horizontal ~esign Spans = 05-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description LoadType Ref. Slart Entl 100°k 90% 715k 133Y 125°k Trib. 1 Standard Load Unf. Area (ps~ Left 00-00-00 05-06-00 40 10 07-00-00 COntrols SUmmary Value ~ %Allowable Duretion Load Case Span Location DISCIOSUI'C Pos. Moment 1359 ft-Ibs 9.7% 100°/a 1 1- Internal Completeness and accuracy of input must End Shear 678 Ibs 10.7°/a 100% 1 1- Left 6e verified by anyone who would rely on Total Load Defl. U4461 (0.015") 5.4% 1 1 output as evidence of suitabi~ity kr Live Load Defl. L/5726 (D.012") 6.3% ~ ~ particular application. Output here based Max Defl. 0.015" 1.5°/a 1 ~ on bullding code-accepted design properties antl enalysis methods. Span ! Depth 6_9 n/a 1 Installatlon of BOISE engineeretl wood products must be in accordance wifh NOtBS curtent Installation Guide and applicable building codes. To obtain Installa6on Guide Design meets Code minimum (U240) Total load deflection criteria. or ast questions, piease caii Design meets Code minimum (L/360) Live load defledion criteria. (aoo~zs2-o7aa before instanation. Design meets arbitrary (1") Maximum load deflection criteria. ec ca,~c~, sc FfuMEa~, n,ISTM Minimum bearing length for BO is 1-1/2". Minimum bearin len th fOf 81 i5 1-1/2". ALLJOIST~ , BC RIM BOARDT"' eCi~ , 9 9 BOISE GLULAMT", SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + SYSTEM~ , VERSA-LAM~, VERSA-RIM 1/2 intermediate bearing PLUS~ , VERSA-RIM~, VERSA-STRAND*", VERSA-STUD~ are Connection Diagram trademarks of Boise Wood Producls, ~o{ b a L.L.C. Li a o ~o 0 c o ~a o e a minimum = 1-1/2"c=6-1/2" b minimum = 4" d= 24" e minimum = 1" Member has no side loads. ConneIXors are: WS35 1!4 z 4-7/2 Page 1 of 1 BO~$E" Double 1-3/4" x 9-1/2" VERSA-LAMB 2.0 3100 SP Roof BeamIRB01 BC CALC~ 9.3 Design Report - US 1 span ~ No cantilevers ~ 0l12 slope Thursday, Septem6er 14, 2006 16:54 Build 025 Y~ 7 7 File Name: BC CALC Project Job Name: TOLL BROTHERS INC. Description: f2609 Address 4B78STEEPLECHASE WAY Specifier: City, State, Zip: EAGAN, MN Designer: JUSTIN S. Customer: Company: LYMAN LUMBER Code reports: ESR-1040 Misc: HEADER ABOVE FRONT DOOR ~o iz I I i I I I!~ I I i I I' I I ~ y . . {.w~. .2~ 57 '~i~.. .iS t . ~'r' OS03-OU~.. ~ BO 61 ~L 895 Ibs DL B95 165 SL 1792 Ibs SL 1792 Ibs Total of Horizontal ~esign Spans = OS-03-00 Load Summary uve Daad snow wna Roof Live 7ag Description LoadType Ret. Start End 100% 90k 175°k 133% 725% 7rib. 1 Standard Load Unf. Area (psf} Left 00-00-00 05-03-00 17 35 19-OB-00 Controls Summary Value % Allowable Duretion Load Case Span Locatlon DISCIOSUfC Pos. Moment 3526 ft-Ibs 22.0°/a 115% 3 1- Internal Completeness and accuracy ot input must End Shear 1802 Ibs 24.8°/a 115% 3 1- Left 6e verifietl by anyone who would rely on Total Load Defl. LI1801 (0.035") 10.0% 3 1 output as evidence of suitabi~ity for Live Loatl Defl. U2701 (0.023") 8.9% 3 1 particular epplication. Output here based Max Defl, 0.035" 3.5°/a 3 ~ on building code-accepted design properties and analysls methods. Span / Dgpth 6.6 nla 1 Installation of BOISE engineered wood pmducts must be in aaordance wilh Notes current Installation Guide antl applicable building codes. To obtain InstallaGon Guide Design meets Code minimum (L/180) Total load deflection criteria. or ask questions, piease can Design meets Code minimum (L/240) Live load deflection criteria. (aoo)2s2-o7ea before instanaiion. Design meets ar6itrary (1") Maximum load deflection criteria. gC ca~c~, aC FRnMeR~, a..is*~^ Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 IS 1-1/2". BOISEIGL~LAMTMIS MPLE~FRAM NIG Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end 6earing + SYSTEM~, VERSA-LAM~, VERSA-RIM 1/2 intermediate bearing PLUS~,VERSA-RIM~, Member Slope = 0, consider drainage. veRSn-SrRnN~TM', vERSn-srUO~ are tredemarks of Boise Wood Products, Connection Diaqram L.L.C. ~o-~ b tl ~LI a o ~o 0 C o ~o O 9 m a minimum = 1-1l2"c = 61/2" ~ 5^~ , h minimum = 4" d= 24" e minimum = 1" Mem6er has no side loads. Connectors are: WS35 1J4 z 4-1f2 Page 1 of 1 BO~SE` Double 1-3/4" x 9-1/2" VERSA-LAM~ 2.0 3100 SP Floor Beam1F606 BC CALC~ 9.3 Design Report - US 1 span ~ No cantilevers ~ 0/12 slope Thursday, September 14, 2006 17:02 Build 025 l t$ ~ 7 File Name: BC CALC Project Job Name: TOLL BROTHERS INC. Description: FBO6 Address: 4898-STEEPLECHASE WAY Specifer: City, State, Zip: EAGAN, MN Designer: JUSTIN S. Customer: Company: LYMAN LUMBER Code reports: ESR-1040 Misc: FRONT ~OOR HEADER t i 3 I 4 I I i I 5 I ~ 6 I I . ~ . ~ . . : ~ . ,~t.: ' . . . ~ . . 07-09-00 . . , BO B~ Ll 1850 Ibs LL 17341bs ~L 1387 Ibs DL 1402 Ibs SL 707 Ibs SL 828Ibs Total of Horizontal Design Spans = 07-09-00 Load Summary uve oeaa snow wi~a Rooruve Taa Desoripdon Load Type Ref. Start End 100% 80% 176% 133% 125Y Tdb. 1 Conc. Pt. (Ibs) Left 01-00-00 01-0Q00 1792 895 n/a 2 Conc. Pt. (Ibs) Left 06-08-00 06-OB-00 1792 895 n/a 3 Unf. Lin. (pl~ Left 00-00-00 01-Oo-00 0 SO n/a 4 Unf. Lin. (pl~ Left 0606-00 07-09-00 0 80 n/a 5 Unf. Area (ps~ Left 00-00-00 01-00-00 17 35 19-06-00 6 Unf. Area (ps~ Left 06-06-00 07-09-00 17 35 19-06-00 Controls 5ummary value %allowable Duretion Loaa case span Locatlon Disclosure Pos. Moment 3591 ft-Ibs 25.7°/u 100% 1 1- Intemal Comp~eteness and accuracy ot input must End Shear 2872 Ibs 45.5% 100% 1 1- Left be verified by anyone who wou~d rely on Total Load Defl. U973 (0.096") 24.7% 2 ~ output as evidence oi suitabiliry tor Live Load Defl. U1501 (0.062") 24.0% 2 ~ partiwlar application. Oufput here based MaX Defl. 0.096" ~ 9.6% 2 ~ on building code-accepted desiqn properties and analysis methods. SpBn / Depth 9.8 n!8 ~ Installation ot BOISE engineered wood producis must be in accordance with NOY@8 current Installation Guide and applicable building codes. To obtain Installation Guide Design meets Code minimum (U240) Total load defledion criteria. or ask questions, p~ease can Design meets Code minimum (U360) Live load deflection criteria. (soo)232-o~ea before instanation. Design meets arbitrary (1") Maximum load deflection criteria. sc cA~C~, ec FRnMER~, n.ls^^ Minimum bearing length for BO is 1-1/2". ALLJOIST~, BC RIM BOARDTM, BCI~, Minimum bearing length for 61 is t-1/2". BOISE GLULAM"" SIMPLE FRAMING EnteredlDisplayed Horizontal Span Length(s) = Clear Span + 1!2 min. end bearing + SYSTEM~, VERSn-LnM~, vERSA-RIM 1!2 intermediate bearing PLUS~, VERSA-RIM~, VERSA-STRANDTM', VERSA-STUD~ are Connection Diagrem trademarks of Boise Wood Products, L.L.C. ~ b -tl a o ~o 0 c o ~o 0 e a minimum = 1-1l2"c = 61/2" bminimum=4" d=24" e minimum = 1" Connedion design assumes point load is'top-loaded'. For conneclion design of'side-loadetl' polnt loads, please consult a technical representative or professional of Record. Member has no side loads. Concentratetl loads are not consitlered in sitle load analysis. Conneclors are: WS35 1/4 z 4-12 Page 1 of 1 BO~SE" Double 1-3/4" x 9-1/2" VERSA-LAM~ 2.0 3100 SP Floor Beam1FB03 BC CALC~ 9.3 Design Report - US 1 span ~ No cantilevers ~ 0/12 slope Thursday, September 14, 2006 16:56 Build 025 ~ ~ File Name: BC CALC Project Job Name: TOLL BROTHERS INC. Description: F603 Address: ~STEEPLECHASE WAY Specifier: City, State, Zip: EAGAN, MN Designer: JUSTIN S. Customer: Company: LYMAN LUMBER Code reports: ESR-1040 Misc: HEADER IN GARAGE I f I I I I I ! I ~ I ~ I ~ I I { 1 . . . .12-06-00 . BD 81 LL 10001bs LL 1000 Ibs DL 308 Ihs DL 3081bs Total of Horizontal Desi9n Spans = 12-06-00 Load Summary Live Dead Snow Wind Roof Llve Taa Description loadType Ref. StaA End 100% 90°,6 115h 133% 725% Trib. 1 Standard Load Unf. Area(ps~ Left D0.00-00 12-D6-DD 40 10 04-00-00 Controls Summary Value Y Allowable Duration Load Case Span Location Disclosure Pos. Moment 4089 ft-Ibs 29.3°/n 100% 1 1- Intemal Gompleteness and accuracy of input must End Shear 1127 Ibs 17.8% 100% 1 1- Left be verified by anyone who wou~d re~y on Total Load Defl. Ll652 (0.23") 36.8% 1 1 output as evidence of suita6ility for Live Load Defl. L1854 (0.176") 422% 1 1 particular application. Output here hased Max Defl. 023" 23.0°!0 ~ ~ on building code-accepted design properlies and analysis methods. Span ! Depth 15.8 n/a 1 Installation of BOISE engineered wood produds must 6e in accordance with Notes current Installalion Guide and applicable builtling cotles. 70 obtain Installation Guide Design meets Code minimum (U240) Total load deflection criteria. or ask questions, piease cau Design meets Code minimum (U360) Live load deflection criteria. (800)232-o7sa before instaiiation. Design meets arbitrary (1") Maximum load deflection criteria. gc cn~c~, ac FRaMER~, n~s^^. Minimum bearing length for 80 is 1-112". n,, Minimum bearing length for Bi is 1-1/2°. AILJOIST~, BC RIM BOARD eci~, Entered/~is la ed Horizontal S an Len th s Clear S an + 112 min. end bearin + BOiSE GLUTAMTM' SIMPLE FRAMING p y p 9O_= P 9 SYSTEM~,VERSA-LAM~,VERSA-RIM 1/2 intermediate bearing PLUS~ , VERSA-RIM~, VERSA-STRANDT"', VERSA-STU~ are Connection Diagram lrademarks ol8oise Wood Products, L.L.C. ~-ol b d ~I a o o 0 c o o 0 e a minimum = 1-1/2"c=6-1/2" b minimum = 4" d= 24" e minimum = 1" Member has no side loads. Connedors are: WS35 1/4 x41/2 Page 1 of 1 BO~SE` Double 1-3/4" x 9-1/2" VERSA-LAMO 2.0 3100 SP Floor Beam1F604 BC CALC~ 9.3 Design Report - US 1 span ~ No cantilevers ~ 0/12 slope Thursday, September 14, 2006 16:59 Build 025 Ug 77 ~ File Name: BC CALC Project Job Name: TOIL BROTHERS INC. Description: F604 Address: 4878'STEEPLECHASE WAY Spec~er: City, State, Zip: EAGAN, MN Designer: JUSTIN S. Customer: Company: LYMAN LUMBER Code reports: ESR-1040 Misc: HEADER BY BASEMENT SINK ~ I I i I I I I' OS-03-00 BO 81 LL 1155 Ibs LL 1155 Ibs ~L 373 Ibs DL 313 Ibs Total of Horizontal Design Spans = OS-03-00 Load Summary llve Uead Snow Wind Root Live Tag Oescrlption LoadType Ref Sfart End 700°k 90% 115% 133h 126% 7rib. 1 Standard Load Unf.Area (ps~ Left 00-00-00 OS-03-00 40 10 11-00-00 Controls Summary Value Allowable ouretton ~oad case soan ~oca~ion Disclosure Pos. Moment 1927 ft-Ibs 13.8% 100% 1 1- Intemal Completeness and acaraq of input must End Shear 985 Ibs 15.6% 100% 1 1- Left 6e veritled by anyrone who would rely on Total Load Defl. U3295 (0.019") 7.3% 1 1 output as evidence of suitabilrty for Live Load Defl. U4189 (0.015") 8.6°/a ~ ~ parlicular applicaGon. Output here based Max Defl. 0.019" 1.9% 1 ~ on building code-accepted design properties and analysis methods. Span / Depth 6.6 n/a 1 Installatian of BOISE engineered wood protlucts must be in accordance with NOt@S curtent Installation Guide and applicable building codes. To o6tain Installa6on Guide Design meets Code minimum (U240) Total load defledion criteria. or ask questions, piease cau Design meets Code minimum (U360) Live load deflection criteria. (eoo)232-O~aa netore instanation. Design meets arbitrary (1") Maximum load deflection aiteria. ec cn~C~, ec FR,4Mert~ , ndSTM MInImUm beariflg length fOf BO IS 1-1/2". ALLJOIST~ , BC RIM BOARDT", BCI~ , Minimum bearing length for 81 is 1-1/2". BOISE GLULAMT" SIMPLE FRAMING Entered/Displayed Horizontal Span Length(s) = Clear Span + ~/2 min. end bearing + SYSTEM~1 , VERSA-IAM~, VERSA-RIM 1/2 intermediate bearing PLUS~, vertsn-rtiM~, VERSA-STRANDTM, VERSA-STUD~ are Connection Diagram trademarks of Boise Wood Products, ~I b a L.L.C. SL~ a o ~o 0 c o ~o 0 e a minimum = 1-1/2"c=6-t/2" b minimum = 4" d= 24" e minimum = 1" Member has no side loads. Connectors are: WS35 7/4 x 4-1f2 Page 1 of 1 `i~ 2007 RESIDENTIAL PLUMBING PERnnrr aPPUCarioN CITY OF EAGAN C~Q,{°~ 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please complete for modifications to existing residential dwellings. Date / ~ I ~ Site Street Address Unit # Property Owner Telephone # ( ) Contractor (o~ Telephone # ~OS~ ) ~aPb ~ 6C~'Lz Address 2 City State~ Zip'~ The Applicant is: _ Owner j~Contrector _Other Septic System _ New _ Refurbished Submit 2 sets of plans and MPC license Includes County fee $ 100.00 Per as-built $ 10.00 Fire Repair (replace burned out fixtures, etc.) $ 90.00 Alterations to existing dwelling $ 50.00 ~ Add plumbing fxtures. This fee includes installation of a water softener and/or water t~ heater at the same time. If you are insta!ling onlv a water softener and/or water heater, do not complete this section; move to the next section and check the appliance(s) you are installing. _Septic System Abandonment Water Turnaround (add $136.00 if a 5/8" meter is required) Other: Water Softener _ Water Heater $ 15.00 _ new _ replacement Lawn Irrigation _RPZ _PVB _new _repair _rebuild $ 30.00 State Surcharge $ .50 Total $ I hereby apply for a Residential Plumbing 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 plumbing codes; that I understand this is not a permit, but only an application for a permit, work is not to start without a permit and work will be in accordance with the approved plan in the event a plan is required 6e reviewed and approved. ~Cc ,~c~l~cvcl~i~ ~ Applicant's Printed Name App icanYs Signature ~~a'I ~SD~~ zoo~ RESIDENTIAL MECHANICAL rE~uT arPLicaTioN City Of Eagan 3830 Pilot Kno6 Road, Eagaa MN 55122 Telephone # 651-675-5675 Please complete for: single family dwellings townhomes/condos when pertni[s aze required for each unit Date ~ / " ~ Site Address < ~ / / V ~ 7 ~ G~~ ~ Unit # Property Owner Telephone # ( ) Contractor C9~r'~ ( ~ ~ Street Address ( (p /~J~P ~Lc ~G%' ~L'V~ City /~d/ LCc~~ State ~</,r!!/'" Zip ?7Z ~ Telephone # ((p' 2 ) / j?Z Z Bond#: " Expires: S- ~ The Applicant is _ Owner ~ ConVactor _ Other Fire repair (replace burned out appliances, ductwork, etc.) $ 90.D0 This fee applies when extensive mechanical repairs are made to a building. Add-on or alteration to existing dwelling unit $ 50.00 _ furnace ~Additional _Replacement _ New _ airexchanger / f,S~ air conditioner ` e v ~ ~ _ heat pump ~ other C~~4~2 //4S ~ G-~r,{ ~ ~S State SurcLarge $ .50 Total $ I hereby apply for a Residential Mechanical 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 with the Mechanical Codes; that I understand this is not a permi[, bu[ only an application for a permit, and work is not to start without a permit; that the work will 6e in accordance with the appro ed plan in th e of work which requires a review and approval of plans. ~G'1~1G'~- /L c Applican Printed Nam Applic~s Signature • . ~'J ;,~?~/7U LL . 2007 RESIDENTLA L BUILDING PERMIT APPLICATION ~~I ~!,_I City Of Eagan i tt-~ `i 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New ConsWCtion Reouireme~ts RemoddlRmair Reauumnents Olfice Use Onlv 3 regist~ed site ~rveys shawing sq. iL M 101, sq. R of house; end all roofed areas 2 copi~ of plen shawing footirigs, beams, joisls Cert M Survey RerA _ Y_ N (20%maximum lot coverage allaved) 1 set of Energy Calculations for h~ additions Soils Rapwt _ Y_ N 1 Sails Report if proposed buildi~ is to be placed o~ disNr6ed soil 7 site survey (or additions d decks Tre9 Pres Plan Rectl _ Y_ N. 2 copies of plan showiig 6eam & windqv s¢es; piwwm.d fowM dctign, etc. Adddmn - indicafe Nonsite septic sysfem Tree Pres Required _ Y_ N t set af Energy Cakulations Oo-site Septic S/Stem _ Y_ N 3 cnpies of Tree Preservetion Plan if lot Dletled after 7l1A3 Rim Jdsl Defeil Optiais selecGOn sheet (buildi~s with 3 or less units) M1Annegasco mechanical ventilation fmn Plans are considered ublic information unless ou state the are trade secret and the reason. Date~/ / ConshvctionCost ~D~,~~I~Q~ SiteAddress TeC~G'~Q~~la.S~ (~/py ~ Uoit/Ste # ~j r Description of Work /7 q.$C,n tir~" ! F/l i f~ Mulfi-Family Bldg _ Y~ N Fireplace(s) _ 0~ 1 _ 2 Property Owoer ~li 'nn y_~ Si~~. s~~A /a : t V0.1^~ v Telephooe #((~~j) y- o~l~ Contractor ~ p,/ pq /6t C_Gn ~ ~~%'1 ~ ~ . Add~~ z~q~sy /~~T}r~.'ri~ ~~:i ak~L,i/~ sc~~e ~r`t ~v Zip .~j~t~~_ Telep6one 2) ~i t,~ _S~ 9 2 COMPLETE THIS AREA ONLY IF CONSTRUCTIN6 A IIEW BUILDING - Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Enefgy Code CaiC(JOfy , Residential Ventilation Calegary 1 Worhsheet . New Energy Code Worksheet suhmission type) Submitted Submittetl • Energy Envelope Calculadons Submitted In the last 12 months, has the Ciiy of Eagan issued a permiT for a similar plan based on a masier plan2 _ Y ~ N If yes, date and address of master plan: Licensed Plumber Telephone ~ Mechanical Contractor Telephone ~ Sewer/Water Controctor Telephone J I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the 5tate of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. ~ lJ~~ ApplicanYs Printed Name Applicant's Signature , 'A~$Q~ . „ s 'r DO NOT WRITE BELOW THIS LINE ~ . . +M Sub Tvoes ? 07 Foundation ? 07 05-plex ? 13 18-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 O6-plex ? 16 Firepiace ? 21 Porch (&sea.) ? 31 Ext. Alt - Multl ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck O 23 Porch (screeNgazebo/pergWa) ? 36 Multi Misc. ? OS 03-plex ? 11 10-plex 19 Lower Level ? 24 Stortn Damage ? 06 04-plex ? 12 12-plex 0 25 Miscellaneous Work Tvaes ? 31 New ? 35 Int Improvement ? 38 Demofish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair 33 Alteration ? 37 Demolish Building' ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement •DemOlitlon (En<Ire Bitlg) • Give PCA handout t0 appllcaM Description: wamr oamage _ ves ValuaNon ~ Occupancy ~-3 MCES System Plan Review /,y~,.100% or _ 25% _ Census Code Lr' 3Y Zoning City Water SAC Units ~ Stories Booster Pump # of Units ~ Sq. Ft. PRV # of Bldgs ~ Length ~ Fire Sprinklered r Type of Const ~ Width ~ REQUIRED INSPECTIONS _ Footings(new bldg) _ Sheetrock _ Footings(deck) FinaUC.O. _ Footings (addition) ~ Final/No C.O. ~ Foundation ~ HVAC Drain Tile Roof Ice & Water Final Pool Ftgs Air/Gas Tests Final ~ Framing _ Siding _ SWCCO Lath _ SWne Lath _Brick ~ Fireplace ~ R.I. ~AirTest ~(Final = Windows Insulation Retaining Wall Approved By: , Building Inspedor Base Fee - - Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total , . 7 -zo - Address: 4877 Steeplechase Way Permit: 73680 Zip: 55122 ~ ZZ~D? THE FOLLOWING [TEMS WERE/WERE NOT COMPLETE AT FINAL INSPECT[ON ON Yes No Comments Final grade - 6" from siding Permanent steps - gazage ~ Permanent steps - main entry Permanent driveway ? Permanent gas Retaining Wall or 3:1 Maac Slo e ? Sod/5eeded lawn Trai]/curb dama e Porch ~ Lower level finish ? Deck Fire lace ? m r°' t°° ft' • 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 potential exists. • Call the City's Engineering Departmen[ at 651-675-5646 prior to working in right-of-way or installing iirigarion system. ~ ~ BUILDINGINSPECTOR~~~~~~~~~~ / Use BLUE or BLACK Ink For Office Use j Permit 16 j City of Eap RECEIVED Permit Fee. 3830 Pilot Knob Road 1 I Eagan MN 55122 AP r Date Received: _ j Phone: (651) 675-5675 I t Fax: (651) 675-5694 1 Staff: I I I 2014 RESIDENTIAL BUILDING PERMIT APPLICATION Date: J - / S-/1 Site Address: 7P77 6-rune a57 ( yp& &AY Unit ~..o,..~._.Name: Vl/)~~ 4^/1/E' b D I~ l+l 51 lfl•/11 Y hone: 15~ - Shy D y0~ Resident/ Owner Address / City / Zip: 7 p 7 57 Z-ypGE-( tfT~¢S,~'- l~~ `1' t Applicant is: Owner Contractor Description of work: /VEw d- S7;-9y-,e ceq~-~ Type of Work Construction Cost: Multi-Family Building: (Yes / No ) Company: 10 JO ✓1/eZfi` 9VILA Ue,S Contact: ,M,4'l 444,Z e<1 cf s 7- s Contractor Address: _16997_ OaYAt'LI, ize- (.✓s~4' city: State: M/c," Zip: 5-~;Z Wq Phone: P z Z - 3 6 9- z s-L/y -73 License J6 C Lead Certificate* If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) V 0 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: i Sewer & Water Contractor: Phone: NDTE: 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 i Lconclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Cali at 651 454-0002 for protection against underground utility damage. Call 48 tours before you intend to dig to receive locates of underground utilities. www.oopherstateonecali971 I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code m at be completed within 180 days of permit issuance. x iifrvi L lLf S% x Applicant's Printed Name Ap nt's ignatur Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES - Foundation ` Fireplace Porch (3-Season) _ Exterior Alteration (Single Family) - Single Family _ Garage _ Porch (4-Season) Exterior Alteration (Multi) Multi Deck _ Porch (Screen/Gazebo/Pergola) _ Miscellaneous 01 of - Plex Lower Level Pool Accessory Building WORK TYPES _ New _ Interior Improvement _ Siding Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation 421L-1.10 Occupancy MCES System Plan Review Code Edition SAC Units (25%_ 100%-) 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 Building) Meter Size: Footings (Deck) Final/ C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Roof: -Ice & Water -Final Pool: _Footings -Air/Gas Tests -Final Framing Drain Tile Fireplace: -Rough in -Air Test -Final Siding: -Stucco Lath -Stone Lath -Brick Insulation Windows Sheathing Retaining Wall: _ Footings _ Backfill _ Final Sheetrock Radon Control Fire Walls Erosion Control Braced Walls Other: sReviewed By: , Building Inspector RESIDENTIAL FEES Base Fee Surcharge` Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge f I l l Treatment Plant Copies TOTAL Page 2 of 3 ZZZZ N M E N to U o 311-10 I ~c W C) N ° M * , 0X rnrnYz 01 < -W In M W E! ty) O X Q L 4- Q f S L 1 h. °a 0 o LL 0 o O C) N W II (I II Q Q -J z 0; c LL- Lij .2 4) W o LL, o ~Z x CO , ~0 d +j V) O o W 0 a. N b o o u z o 0 W U +J ~tV O o o° c 4} ° p ~ c" d o r 0 0 m V J C ° c~ t°- c`a d a ♦a~ 4= -J 0 w 0 r © V LA- co luvl V) L.L. 00 U- co Q to • r Q9 a W f*, 'a 00, E ~ W -5 II -0a O rD Q) 4) 0 •C ® p n X N CL 4 CL Ny a o o c s 275 Md: ~m oa a -1 o~ o tz~ a~ v m 0 Ac ° aom oaC c'a ° S'v a 3c E•c vi Q C. C. a. i a a a a-W 0 O a~ v N cc 9 U Z. Z O N N p EN ,-ON to a to ao o f u co 0 cq ~p 4) 4) IM 01 tM oss a a U) ,p Grq ;g 0) @ CL Z F, tl Q I L- x x `x 'x x q v V m 0f ~ • oaC.WW WWWV7O t•- CO sto k LiJ COSDODARPINUR a dulls uudlld 11 n ~-W U8 mom ~~~I II~ •~~'J °ci~ ° go a3~oa`~i Vv-0%P[,W❑ Z ~ ~ ~ (III III ~ <C OZ s°a (F E Do l0 b6 V Pua(1}F~0;7ups 1o uol;cool I o v V'a 7 N Na o 0 lb 'n II i6 E 4, in d - 11 - 00 *Oz os'ta♦ FO C J LU aEi E O1 0 d 1-.0 00, ch 0) = a~ > C-4 CL _0 V) 0 0 04 C.2 0 Ix O O p CL of OO y G " C .O 000 ~-a°i e°i x O a >0 d r t "It 1 0 o T'i a v 1 w V N C 2 !b 00 a V se o o oh c m m ~F) 40 00 m r- a- 0'92 4»oC s W E E= a c Ow z n I no 4 u I ~ , 6Z'U t~ MS IS S'4I N CO p ,rvrl p r.- Vl I 0C, a! CB ^ ~ 3O G W QO a G C • m In O CO d II II If d d w I o auaujasoq 0\♦• Q ~ ~ }nO~IpM 4 W N 0 0 a S V 1 Paanod ,6 c ~ li u►~ 00 " asno I 1 W u 4 Pasodoid t-- 00 0 o z 'E. COL FO V) 0 0 B t M L. ~ cz c ~ ci CC Srv 1 ~ ~ II v c~ ' Oi to N aoo 0 (D 0 o 1 O 00 tm m rn W 0 CIO TO 0 to 00 z Iran ° a6aa ~a tlC to ° m o > M LL LLJ U03 19. LO 0 WOO J w kq L) Q o use x~ 0 a ° a: aWa o~ F - ~S a 9186 ?•Lc moll W"d -5 q 0 0 0 03 ZMA o.- y am g aE Q 3 L 3 C9 r- 4) m F-° Vl ~ F°- °v D V) 6mP'trt3'll-S3lL-lo-~(do~\s;~a~ toy\51213~~WO~L~GOZ\s~a41o18 Ilol\~1 Use BLUE or BLACK Ink For Office Use 111‘ /1 Ire. City of EagAll Permit* Nti) Permit Fee: 3830 Pilot Knob Road / . Eagan hitil 55122 RECEIVED Date Received' Phone:(651)675-5675 Fax;(651)675-5694 MAR 2 9 2017 Staff 0,01/4)412-- /1 14/ e:‘ ZU1 I I-CCILIC,P4 HAL MUILUINta I AidtiLlcA I MIN 1 12. Date: 3 -"Al-r? Site Address: 1377 Unit#: 17-7 Name: .5 met c.e.-44 Dor *$ 14,)4,01 y Phone: Resident/ Owner Address/City/Zip: 1-471, i CAt4,1, 4)A. yf Applicant is: > Owner Contractor foacr Type of Work Description of work: 0 K4-door tooti batiot 6.115, rp /44 r fiCA.44 CC 4*,, Construction Cost: 11OO— Multi-Family Building:(Yes No ) Company: esLAttcJS c C40011.06 Contact: jheet pejltrre 1-0 Contractor Address: ci3,T.0 4. 41. City: LCAkjudIt State:MA)Zip: 4,4,10iiii Phone: $Z%et Aft mail: tvf) e se6 cs cool d License#: itii'15414 2 Lead Certificate#: If the project is exempt from lead certification, please explain why: 00+ KJ 6e 1,-.,6r5i 4rA2zAr-61 ofio tit, nett&-14.1%°,61. t. COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months,has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No It yes,date and address of master plan: Licensed Plumber; Phone: Mechanical Contractor: Phone: Sewer&Water Contractor; Phone: Fire Suppression Contractor: Phone: NOTE;Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to • conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Cali at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. wmv,qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate,that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is riot a permit, but only an application for a permit, and work is not to start without a permit; that the work wit be in accordance with the approved plan in the case of work which requires a review and approval of plans, Exteriorwork authorized by a building permit issued in accordance with the Minnesota S uliding Code must be completed within 180 days of permit issuance. X ZfTN. pcle-tre-th Applicant's Printed Name Applic• s Si! ature Page 1 013 DO NOT WRITE BELOW THIS LINE ( IJ / 1^7 SUB TYPES � 1<5�'' �'c`7 Foundation Fireplace Porch(3-Season) Exterior Alteration (Single Family) Single Family Garage Porch(4-Season) Exterior Alteration (Multi) Multi Deck Porch(Screen/Gazebo/Pergola) Miscellaneous 01 of_Plex Lower Level Pool Accessory Building WORK TYPES New Interior Improvement Siding Demolish Building* Addition Move Building Reroof Demolish Interior Alteration Fire Repair Windows Demolish Foundation Replace Repair Egress Window Water Damage Retaining Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation � voo.— Occupancy –1 MCES System Plan Review Code Edition Wirt ZD)S SAC Units (25%_ 100% )°) Zoning City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction 11 f3 Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings (Addition) Final/ No C.O. Required Foundation Foundation Before Backfill HVAC_Gas Service Test Gas Line Air Test Roof: _Ice &Water _Final Pool:_Footings _Air/Gas Tests Final Framing 30 Minutes 1 Hour Drain Tile ')Q Fireplace: Rough In Air Test _Final Siding: _Stucco Lath _Stone Lath _Brick_EFIS Insulation � f)Q '?C Windows Sheathing J Retaining Wall:_ Footings_Backfill_ Final Sheetrock Radon Control Fire Walls Fire Suppression: _Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: T6 Vv‘ 141)- , Building Inspector (Ol./'1t1e4— RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit& Surcharge Treatment Plant Copies ,� – ' � � TOTAL Page 2 of 3 ir...,,,, ZZZZ � 4.M E�2222 o o n cto4irocf) c) z ______ a) (i) 5,c 1.e ,,, cf) ,.2r Z . °=-12 vNN �1 0 Z O Lu Q a, rnrn � � .�., Lc Q +� rOi w > m coo .. O X .c 0 2Lu 4 W I a 01i0 JiUN � 2 III II u0po d0 l_ w `a w 'D a 0 0 Li 4e.N. ft 15' Z 0 a°c U ti CZ N (1 IT V U 0 o, o c • J� 0 7J oa # o00 1 1 0 co 47 o w° 3 '°'° Jt a i : . 4 -6('-• z (1) g I- 1 s 0 W › , o U o o 11M ?1 :Li . 1 ci. -: co ,cz --• 1 1,- , 6 �W w ' - a u) `� _Ai ICYC z a� ow ,.6N II a3 N ® ea 0 0 m vU N 2Ir [� c Q o s o J a . •— IY 0 a<iga 8"i � � 0, d m .. y >, 9 ° o o m o °c M 8 ' 8 8 $. a ` C ,C o, a 41> a. a` a aM a) fi a+0 O A'�11h; ,f''� o .i 1.J I H a�Q`-1 J-7 7,iJ...J 8 ° », c°iE gc '�- N o apo COO U 0 F L t X N [s ,CZ.'iON N JO � � afV 0) 40 3 Eci 5 0 m �'y N 8 m cn e rS_ • I p N 007 C IT al e:,3 V ` O Gr:r 7 L L L 3{ X XX X Q YP 3— 1 r� t- , t _) d a W W W W W !J1 O !- (a7 N 3 J C OS U0 ! II II II n u II It II II II II n .s` 8 _ '', Ta--- 144"441744-111f:1,444 frz. ,___opp jm t LIIIII[Va.C� o���o '��yl � r q � uvl0 $ pQm[] s Z t ..1 0 Z a6,o,. �. f s 1 1 1 1 I I I >, 1 6 Aun ��oJluoS Jouo�Joor o, OS 41) 0) O y� to 1 t'PO o Z G L LIJ 0 'tti `n r� rn fi'� (� E a0s `6' ami ..0 C M a II _ •1'.�0 • EE 0 ° W 1 a 00 OZ a o -- rt; C J LU v v� 0 E m !I a> c N - I - 12 v � i sl �� c �0, ,° '� c a a _cCDa CO n N ! ,� (" 00 O N yP c o o m _ E_, Y oc 0 \ • a i-- rn �� a7 O 0 # +�. m n 6,13 lsg, ��= z o c .51— W `1' E o N W 41E1> o o 0 — o � a, 00 '�'— aaa 0'88. E E :- 07 rn 3 Z v»oa ca- �c o c o a3 c io a� t` °�Da ICO N ` ) � O L. 30 O W aL0 0 p Q C �a • II 11 II II II II m NLLI F'— O I6 :. am w 1 " � - � 0 < Zz -76 11 I < z � - K;1 = Po. d.P& 0 I a .7C .' w rx e.� N 8 co l o co O 00 �' mom0) a _ � m 083 (.....) 0 >2 0 CO W < il I:,,err'.er,l V' \ h� � (y31) .0 r:: ; .g � z 6 vim, 2 s�.a 5.3:1: C Z x. C C T\ i P•, L O .� 03 C Q. 4 --' o I c0 t CC .. o 4, N f'rcpert,;i 0 ,M w C d C W �`S � r, o O U a o = ° p7t>:3 Z c•- in 0 < . \ 0 °4 V 0 0 • Ili 48 II w V U 0 E 4I � p H Z � v, �rn H /) Y U � W j _ch f 7, U'�� oo .E. 0 0.p) oo � CO zit, ' s � 0M ria °o 7�l7 P ,.-30-/ ? • . .. 6MP'b9'(1-9(L-Jo_(do0\sa)a0 ;off\S12130\010CCOOZ\s1a41o18 Ilol\ l v877 5?ae(/e c,1/495 e L 4 e- -. 41 /Y/ 717 I1 I I j 11 � 1 ; I j1 j ; I j ; I II j I j ; I II i 1I j II I ; I 1 i I1 I I1 Rock Bed I 1 I.• s/s/i� Rock oder deck steps MOO _ I I II M Pavers under deck MIMI IIII IIIIIIMI __ /Deck Footprint Pavers oder deck IPavers Deck FwiprM � / \Deck Faotpne I I 1--_._----_____ �- n to property Inc Pavers \ i \ Seat wag \ _ Frepbce 5'in� '�` _ Deck x.u.rm . `� \, sea"''''' fir place° roc- prin \`\� ...tug I \'\ \, PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA165928 Date Issued:12/01/2020 Permit Category:ePermit Site Address: 4877 Steeplechase Way Lot:1 Block: 4 Addition: Steeplechase Of Eagan PID:10-72540-04-010 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 - Vinayak & Suneeta Doraiswamy 4877 Steeplechase Way Eagan MN 55122 (651) 335-2020 Water Heaters Now Inc 23310 Canby Ave Faribault MN 55021 (952) 688-2222 Applicant/Permitee: Signature Issued By: Signature